Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
44698-Z
4�g�FFnt TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy . o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44698 Date: 2/14/2020 Permission is hereby granted to: Moore, James 34 Baiting Hollow Ln Baiting Hollow, NY 11933 To: construct a new single family dwelling (house with attached garage only) as applied for per SCHD approval. At premises located at: (� V-0 13445 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 88.-2-17.8 ' P* F I III Pursuant to application dated 2/7/2020 and approved by the Building Inspector. To expire on 8/15/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $4,413.60 CO -N WELLING $50.00 Total: .$4,463.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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 11 Date. 10 /Jo go Construction: Old or Pre-existing Building: (check one) Location of Property: NZ-455 PAIW �9A tOGQ House No. Street Hamlet Owner or Owners of Property: JAM "-o K_iz_ Suffolk County Tax Map No 1000, Section 86 Block Lot Subdivision W14ho'*D .1f*4 + i! � M. A 1LSG i N Filed Map. ' 10 8)3 Lot: Permit No. `"( -(7 L Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ U pplicant Signature J x=OWIv OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before ap lying? TOWN.,IALL, Board of Health. W- hO N'e SOUTHOLD,NY 11971 4 sets of Building Plans ✓ C6 TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 q Survey ✓ . flee Southoldtownny.gov PERMIT NO. ( Check Pl&&�spca Septic Form b N.Y.S.D.E.C. 1A in TrusteesMIA C.O.Application Flood Permit r/ Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ( ,20 Mail to: Disapproved a/c Phone: Expiration ,20 ui mg Insp ct 4 APPLICATION FOR BUILDING PE T F E B - 7 2020 Date 20 I��- _ INSTRUCTIONS a. This-application MUST be`66mpletely 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. ign re of applica me,if a corporation) r — _ il;� (Mailing address of applicant) State whether applicant is owner, lessee, agent;-architect, e> gineer, general contractor, electrician,plumber or builder AR e.N o Te c-f- Name of owner of premises 3-A ME S /Q0Q%9 (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: 13 q k 5 MAIN ZAA15 ROAD House Number Street Hamlet County Tax Map No. 1000 Section Block oZ Lot , 1 '-Suti'division �4KMdf.9� JAq +G5t .A ,'� /�I�Filed Map No. 10626 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �X�S-Try U,orc�� � � tzT�i b. Intended use and occupancy t�2ogassj> R Y g t NGc r� ��►H��YS��c N c 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost • 38 `i-A(c�icy Fee (To be paid on filing this applic tion) 5. If dwelling,number of dwelling units -3 Number of dwelling units on each floor 6��5� 3 S If garage, number of cars wp 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. WA 7. Dimensions of a isting structures, if any: Front ✓ p - Rear i-3�n Depth 44 Height N Number of Stories 11 a Dimensions of same structure with alterations or additions: Front Rear aA- Depth N h Height Number of Stories aIA- 8. Dimensions of entire new construction: Front i '- " Rear 10?6`- y Depth Height 3t1'-6" Number of Stories —T"c,)c) 9. Size of lot: Front gq7 40a, Rear 5Q• l' Depth P61.Li3 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated VAC,p xy-F- — JQ Cne1(ut_Tu�21n L 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO I 13. Will lot be re-graded?YES ./ NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises 07A-N.rFs r--+ooyn Address givaA4oNp ,U%k I i 901 Phone No.631-11RK-clv4,!_ Name of Architect-JMorl Ayxm i-jr-g-Turr Addressgqn N,acH�,, Phone No 631-U;0 '330'S Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE�REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO-Z * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF pmn N 6 0 /?-/1— being duly sworn,deposes and says that(s)he is the applicant ame of individual signing contract)above named, (S)He is the ( ontractor,Aknt, Corporate 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. Avand Paranjape Notary Public-State of New York Sworn tc�,before me this Qualified In Suffolk County day of �. 20I 9 Commission#:OIPA6315955 My commission expires: December 8,20 Zv Notary Pu is ignature of Applicant acoit A. Russell ,��°Su k�G ST0]KMWAT]E1K SUPERVISOR IO/1[ANA(Gl]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town o,f Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE; ANY OF = FOLLOWING. Yes No (CHECK ALL THAT APPLY) 0❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑(� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[,� E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building.Permit Application. S.C.T.M. #: 1000 Date: APPLICANT: (.ter Design Professional,AgeRECoatcactor.Ath@r) District NAME: ima A4XOWI-t a rh-& IO 110hoI v m i t Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information: f� _ © ��✓� trelepMr v ,eni Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 13Ny� Ml� Approved for processing Building Permit. IV I � Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.# 1000 CHAPTER 236 (Empe er,Design Professional,A9W,Ceoourus,�er) - _ __. _:_ — b05UFFQIr`a✓ � l?•g Stormwater Management Control Plan CHECK LIST Section Block Lot NAME: I�FL�R ��X � z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.. Plane P-1 Date: °. g SIC The applicant must provide a Complete Explanation and/or Reason for not providing 6a'Fa0—E-3 I o []O �Ol�' of> � all Information that has been Required by the following Checklist! um Tdeph—Number. .10 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! NO NA show all of the following items: YE If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 0� b. Total Site Acreage. 0� c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing &Area of Proposed Land Disturbance. 0� f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) 00 g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 j. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). 00 1. Location of proposed concrete washout area(s). �0 M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch �0 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 00 b. Construction Entrance& Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY �- Additional Information is Required. Reviewed & — — Stormwater Management Control Plan is Not Complete. Approved By: ( — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 Town Hall Annex �� �y Telephone(631)765-1802 54375 Main Road c Fax(631) 765-9502 P. O. Box 1179 y = Southold, NY 11971-0959 • y�ol � dap! BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED_ WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: �V� Owner: Location of Property: 1. A-JW `�&YVIEW 0�. 9ouT UTZ > Please take notice that the (check applicable line): New--,%., 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 (check applicable line): Truss type construction ('TT) Pre-engineered wood construction (PW) Timber construction (TC) • in the following location(s) (check applicable line): Floor framing,including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (p i ubmitting this form): — ,2 ���J1a AxW Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 Buildins Department Application AUTHORIZATION (Where the Applicant is not the Owner) uo2�, residing at Aviz)" 6 (Print property owner's name) (Mailing Address) 96I do hereby authorize wuae XoX (Agent) �))�-A-LA 0C44}-rE:&rU P—= , to apply on my behalf to the Southold Building Department. i t c (Owner's ignature) ( ate) ���w� )�: (Print Owner's Name) " h 'PELLICANO WOODS' FILED MAP # h I OOGJ �ri� ?2S ZONE "X" 'MAP OF CEDAR BEACH PARK FILED MAP #50 t� 14 0.2% ANNUAL CHANCE ' N/F JANINE BAKANIC �� OF FLOODING CLEANOUT 2 N/F 5U5AN JOHNS W Y EXISTING DELLINGc15 13 1 2 I 1 .23' IN * OUT, RIM EL. 1 2.48' EXISTING DWELLING 0200-83300-0100-002000 S - - W�v PUBLIC DRINKING WATER + 1 r ' I �2° PROPOSED POOL HOUSE SUFFOLK COUMTY �E�1,'�FB'rLta��1��� �cc _ \ � 3p FI RST FLOOR EL + 1 2.50' PERMIT FOR APPROVAL OF CONSTRUCTION FOR A TW EL. 12.00' i '/ ��,- �I 0 / SINGLE FAMI ' RESIDENCE ONLY t BW EL. I I .00' + 14� ry o - - �N FEB 0 4 2020 / 03 Zu� ' /' ,• N •�R� 'o • +9 `9?89 PROPOSED 20' x 4 ' P(bMiETO BE H. F. ®. FILED UNDERSEPA TE.AP..P `/OTION N / I hit°?"YdL:s.7 -• i / +8�, CLEANOUT I LEACH. POOL (G @ 8' DIA x 2)) - - Foy MAXIMrEA BEDROOMS / / �E- -•�- -/ N I I .O' IN O RIM EL. 12.55 ' 5.08' IN, RIM EL. 1 2.50' + I ( ) ( ) ` ^\ / % L,' f _ `� I I E�PIR�S �t F: ES FROM DATE OF APPROVAL � co 0�_Zzk `v 0.2% ANNUAL CHANCE SOIL BORING LOCATION 3; � "(�PXP PkUP °�� � �� � � � � ,,' � �_ ` � OffLOODI G GROUNDWATER DETECTED @ EL. 2.30 �' / ^ �/' / • - S $ufrOd Lon�(� $�-�h e a e I nsPe N / G //e, Ccl ���_� Ept. of He Y1-hq _ _ °, - - - 4p" i® J r00, 48 Hours 1c13 ���h $�n�Ices. SEPTIC TANK (8 DIA x 4) ' 10.08' I N / 0.58' OUT, RIM EL. 12.50' :, - ' /� - ' r " ; i � � Pnspecti®�dv �� Go N \v � \ PROPOSED I -STORY p I 2-CAR GARAGE ,' �` j 1 ^0 STORAGE BARN I _. ' •1A FIRST FLOOR EL +G.50 FIRST FLOOR EL + 1 2.00' °`L�" _ - \ - �•� g ! (NO PLUMBING) ; ( + I - PROPOSED 2-STORY �� \� 1 1 - \ o E — — 31 0 \ SOIL BORING LOCATION 1 ; SINGLE FAMILY RESIDENCE \\ � \-- , ^\\ S ` -i \ GROUNDWATER DETECTED @ EL. 2. 10' W/ BASEMENT G. W ' ,^ ' �i N/F RALPH NADILE BASEMENT F.F. EL +G.00' + I I � '� •� - RECENTLY DEVELOPED / NEW DW LLI G FIRST FLOOR EL + I G.00' r / —/ co h SECOND FLOOR EL +28.00' - � - 0200-83300-0100-001 01 + 10� / /� \'�\ N p PUBLIC DRINKING WAT R SOIL BORING LOCATION 2; � r^ G� _ _ _ `\ 4 /off 5 EE GROUNDWATER DETECTED EL. 0.70' ' " �N LL N/F ROBERT CELENTANO Rq� " VACANT10\ F� O� PARTIAL PLOT PLAN 0200-83300-0100-01 7007 (� G �� i +7 Q. SCALE: 1 "=40' PUBLIC DRINKING WATER \ F��r ' �1 qTF 023945 y� ,.2OF NE`N ci DWG No: JM2 ARCHITECTURE, PC Project Name: Moore Residence +8 N\ `\\ �''1 2410 NORTH OCEAN AVENUE Project Address: 13445 Main Bayview Road, Southold 2/°S� ' /1 SUITE 300 4� ,o ' ' FARMINGVILLE, NY, 11738 Project Details: New Single-Family Residence 40,- �' / // : ,','° MATCH LINE T 1631.320.3305 F1 631.320.3307 SCTM# 1000- 88-2- 17.8 ° ' /�•�� '� , 5ANITARY DATA MAP OF PROPERTY FOR: JAMES MOORE THESE SITE PLANS ARE BASED ON A 5.C.T.M.#: 1000-88- 2 - 17.8 SURVEY PREPARED BY NEIL GRANGE DATED - F PROPERTY ZONING: TOWN OF 50UTHOLD AGRICULTURAL-CONSERVATION (A-C) JUNE 21 , 2018. DATUM IN NAVD 85. r USE: SINGLE FAMILY RESIDENCE (CURRENTLY VACANT) SITE AREA: 55,518 SF (2.1928 ACRES) FNO WATER WELLS WITHIN 150'OF THE PROPERTY MATCH LINE MAX BUILDING HEIGHT: 34'-1" MEAN RIDGE TO AVERAGE NATURAL GRADE 0� ' ,, 'i/ ® _ NUMBER OF BEDROOMS 4 SEE SOIL BORING LOGS FOR �' "�•'// �' GROUNDWATER MANAGEMENT ZONE IV GROUNDWATER DEPTH INFORMATION �L� �' •'/ / ,'� PROF05ED SANITARY SYSTEM: NO WETLANDS WINTHIN 300 OF PROPERTY. 1,250 GAL. SEPTIC TANK W/(G) 8 DIA. x/DEEP SANITARY LEACHING POOLS HIGHEST EXPECTED GROUNDWATER: +2.30' WETLANDS LOCATED EAST SIDE OF CEDAR NOTES: BEACH ROAD, OUT OF JURISDICTION. 1 . TYPE 2 POOLS HEIGHT AND WIDTH OF SECTIONS AS REQUIRED, INCLUDING CONCRETE FOOTING, REINFORCED CONCRETE SLAB, "•///o' ',' AND MANHOLE COVER(WHEN BASIN IS SET TO FINISHED GRADE). N/F ROBERT CELENTANO ��'/P/ '' 2. MINIMUM 8'BETWEEN SANITARY LEACHING POOLS. MINIMUM I O'BETWEEN STORM DRAINAGE POOLS. MINIMUM 20'BETWEEN VACANT N/F RALPH NADILE STORM DRAINAGE POOLS AND SANITARY LEACHING POOLS. MINIMUM 10'BETWEEN SANITARY LEACHING POOLS AND BUILDING 0200-83300-0100-01 7007 � ''�� �' RECENTLY DEVELOPED/ NEW DWELLING FOUNDATION. MINIMUM 5 BETWEEN SANITARY LEACHING POOLS AND UNDERGROUND UTILITIES. PUBLIC DRINKING WATER +/ ": / 0200-83300-01 00-001 001 3. ALL POOLS UNDER PAVEMENT TO HAVE SURFACE ACCESS. `�i'•' /�, PUBLIC DRINKING WATER 4. ALL OTHER LEACHING POOLS TO HAVE POSITIVE SURFACE ACCESS. 5. ANY DRAINAGE 5TRUCTURE5 INSTALLED WITHIN RIGHT-OF-WAY SHALL BE 10'DIA. MAX AND SHALL INCORPORATE FOOTING RING. G. ALL INTERCONNECTING PIPE TO BE 4" DIA. 5DR 35 PVC, UNLESS OTHERWISE NOTED, PITCHED AT 1/4'7FT BETWEEN CLEAN-OUT SEPTIC TANK AND I/87FT BETWEEN LEACHING POOLS. 4Q + ii ti a ''' G JE �' 5AN ITARY 5TRU CTU RE 5CH ED U LE �E EIVED STRUCTURE NO. STRUCTURE TYPE/SIZE INVERT ELEVATIONS RIM ELEVATIONS BOTTOM ELEVATIONS �0 +8�� CO I \SANITARY CLEAN-OUT I (RESIDENCE) I I.0' IN OUT +12,58 " `" JAN 13 2020 CO2 SANITAKY CLEAN-OUT 2 (POOL HOUSE) I I .23 IN OUT +12.48 /. /g •� 5P I SEPTIC TANK(8' DIA x 4') 10.08' IN/9,58'OUT +12,50' +5.33' N 300 3 2' 10" E �o 23.35' SUFF.CO HEALTH SERVICES DPI LEACH. POOL(G @ 8'DIA x 2') 9.08' IN +1 1 .50 +7. OFFICE OF WAST°.`!!'ATER MGT. �o ti� Cr 5CDH5 APF ROVAL 5TAMF ED AR SEE PARTIAL PLOT PLAN SCALE: 1 "=40' 'X 023945 y0Q' FOF NEB JM2 ARCHITECTURE, PC Project Name: Moore Residence DWG No: 2410 NORTH OCEAN AVENUE Project Address: 13445 Main Bayview Road, Southold SUITE 300 FARMINGVILLE, NY, 11738 Project Details: New Single-Family Residence SP-01 no - T 1631.320.3305 F1 631.320.3307 SCTM# 1000- 88-2- 17.8 PROPOSED BUILDING 2" VENT PIPE COVER TO GRADE IF LOCKING CASTING TO GRADE DROP 'T' ISN'T USED FINISHED FLOOR BUILDING EXTERIOR MIN. 4" DIA. SDR 35 G" TOP SLAB ELEVATION + I G.00' � PVC OR EQUIVALENT 24" INSECT � WATER -: CLEAN-OUT, PITCHED AT I/4"'/FT MIN. 4" DIA. SDR 35 PVC OR TIGHT, HEAVY DUTY SEE DETAIL 'EQUIVALENT PITCHED AT 1/4/FT MIN. LOCKING CONCRETE COVER. (TYPICAL) FLOW FROM LANDSCAPING FINISHED GRADE FINISHED GRADE TO LET ROOMS :E Z-o°DIA. 2'-o°DIA. APPROX. 12.50"r APPROX. 1 2.50' IF o FLOW TO 4.T. SEE SANITARY o y STRUCTURE � FLOW TO L.P. SCHEDULE FOR N MIN. 4" DIA, SDR 35 N FINISHED FLOOR = - PVC OR EQUIVALENT o 0 0 ELEVATION +G.00' 30 DEGREE ELBOWo o INVERT ELEVATION b o 0 0 0 0 0 0 0 CAST IRON PITCHED AT I/4/FT GO DEGREE WYE " o 0 0 0 0 0 o N SEWER PIPE o SEE SANITARY o INV. OUT 4" DIA. SDR 35 PVC PITCHED AT Z z FLOW FRO a= I/4"/FT BETWEEN CLEAN-OUT m_8 0°DIA.' STRUCTU RE SCHEDULE o TOILET SEPTIC TANK z FOR INVERT ELEVATION o 4" THICK(4000ps1) a _ - - - - - - - - - - - 6' REINFORCED BOTTOM o NEW 4" DIA. SERVICE NEW LEAC I I I N G POO L5 CAS NI POE SANITARY NEW 1 , 2 5 0 GAL. 5EPTI C TANK NOTE: BACKFILL MATERIAL TO BE CLEAN NEW 5AN ITARY CLEAN-OUT COARSE 50%/ 50% SAND AND GRAVEL MIX 1/8"/FT. MIN. NOTE: BACKFILL MATERIAL TO BE CLEAN NOTE: SYSTEM PROPOSED IS AN NOTE: CLEANOUT(S) LCOATED IN TRAFFIC AREAS SHALL BE COARSE 50%/ 50% SAND AND GRAVEL MIX ALTERNATATE SEWAGE DISPOSAL SYSTEM PROVIDED WITH TRAFFIC EBAKING FRAME AND COVER. FOR HIGH GROUNDWATER CONDITIONS SUITABLE COVER TO GRADE FINISHED EARTH STOPPED OR END PLUG OR ASPHALT SEWER PIPE EZOEGREE ELBOW / C D R \,SE EGREE WYE * I I �q�. �23945 �QQ NOTE: CLEANOUT(S) LCOATED IN TRAFFIC AREAS SHALL BE JM2 ARCHITECTURE, PC Project Name: Moore Residence PROVIDED WITH TRAFFIC EBARING FRAME AND COVER. - DWG N 2410 NORTH OCEAN AVENUE Project Address: 13445 Main Bayview Road, Southold SANITARY CLEANOUT DETAILS SUITE 300 FARMINGVILLE, NY, 11738 Project Details: New Single-Family Residence T 1631.320.3305 F1631.320.3307 SCTM 4 1000-88-2- 17.8 SCALE: 3/4" = I -��� BUILDING EXTERIOR ` 10' - 1 " 2' - 0" 3 11 - 9" 8' - 0" 20' - 0" 8' - 81 F I EL + 12.50 •. •8 4" DIA. SDR 35 PVC PITCHED rE 7E � AT 1/4"'/FT BETWEEN CLEAN- 4" DIA. SDR 35 PVC PITCHED 0 OUT * SEPTIC TANK AT I/571'T BETWEEN SEPTIC TANK * LEACHING POOL POOL MOUSE SANITARY PROFILE m- - - - - - - - - - - - - APPROXIMATE HIGHEST EXPECTED GROUNDWATER ELEVATION +2.30' - - - - - - - - - - - - - - - - - - - - - - - - -DATUM 0.0' z - BUILDING EXTERIOR N FEL+ IG.00' = 21 - 12' - 0" 39' - ell 8' - 0" 20' - 0" 8' - 81 d 4" DIA. SDR 35 PVC PITCHED o 0 0 FF EL AT 1/4"/fT BETWEEN CLEAN- 4" DIA. SDR 35 PVC PITCHED +G.00' OUT SEPTIC TANK AT I/8"/FT BETWEEN SEPTIC o 0 0 0 0 TANK * LEACHING POOL ED A Cy - - - - - - - - - - - - - - - - - - - - APPROXIMATE HIGHEST EXPECTED GROUNDWATER ELEVATION +2.30- - - m - - - - _ ��5 SEE Ayl FLOW FROM FUTURE �9 TOILET ROOMS - _ _ DATUM0.0' - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - * I I RESIDENCE SANITARY PROFILE SCALE: 3/1 G" = I ' 9T z g45 .�o F0F NE`N JM2 ARCHITECTURE, PC Project Name: Moore Residence DWG o: 2410 NORTH OCEAN AVENUE Project Address: 13445 Main Bayview Road, Southold SUITE 300 FARMINGVILLE, NY, 11738 Project Details: New Single-Family Residence SP-04100 T 1631.320.3305 FI 631.320.3307 1 SCTM#1000-88-2- 17.8 REINFORCED PRECAST CHIMNEY A5 REQUIRED FINISHED GRADE CAMPBELL FOUNDRY NO. 1005 FRAME AND COVER/GRATE c� 5" REINFORCED PRECAST CONCRETE 5LAB TOP 1 5" RCP, CPP, CLIV MINIMAL AMOUNT OF 0 3'-01 8'-O" DIAMETER 3'-0" EXCAVATION 3' COLLAR Q MIN. ' ' MIN. BACKFILL TO BE CLEAN SAND OR BANKRUN U J U PRECAST 50LID WALL RING w o 0 0 0 o a N -1 0 0 0 0 PRECAST STORM DRAIN RING F w_ a o 0 0 o ILTER FABRIC IV 0 0 0 0 Q 77> 0 0 0 CONCRETE FOOTING RING 0 0 0 o WHEN REQUIRED BY t ENGINEER OR INSPECTOR AND WHEN BACKFILL 15 p z REQUIRED c� GROUNDWATER UNDERLYING SAND _ AND GRAVEL STRATA TOWN OF 50UTMOLD 5TANDARD 5PEC5. STANDARD FOR ALL NEW STORM DRAINAGE POOLS �(� A q STORM WATER LEACHING POOL DETAIL SCALE: 114" = 1 '-0" e� �-1 02394$ 0 TFOF NE�� JM2 ARCHITECTURE, PC Project Name: Moore Residence DWG N : 2410 NORTH OCEAN AVENUE Project Address: 13445 Main Bayview Road, Southold SUITE 300 -05v00 FARMINGVILLE, NY, 11738 Project Details: New Single-Family Residence SPT 1631.320.3305 F1631.320.3307 SCTM#1000-88-2- 17.8 TEST 150 KI N G I TEST E30 KI N G� 2 TEST P O KI N G 3 O : o w Q PL C PL +w O 1 23' O" GROUND SURFACE ELEV. + G.10 GROUND SURFACE ELEV. + 8.70 GROUND SURFACE ELEV. + 12.50 N/F RALPH NADILE u z z I I ' - G" I I ' - G" RECENTLY DEVELOPED DARK BROWN TOPSOILlLOAM, DK BRN TOPSOIL; FINE,TRACE DK BRN TOPSOIL, FINE, v O "z 5' - G" 1 2' - 0" 5' - G" 200-83300-0 1 00-00 1 00 1 FINE, TRACE OF GRAVEL, 2.0' OF GRAVEL, (TOPSOIL), BRN 2.0' (TOPSOIL), BRN SAND, MEDIUM 2.0' < o PUBLIC DRINKING WATER (LOAM)/(TOPSOIL) SAND, FINE, GRAVEL, (LOAM) TO FINE,TRACE OF GRAVEL, (SW) w m CO I I BROWN/ORANGE SAND, MEDIUM _ BROWN SAND, COARSE TO ORANGEJBROWN SAND, MEDIUM CO m _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DRIVEWAY EL. +G.83' _ , FINE,TRACE OF GRAVEL, (SW) 2'0 TO FINE, TRACE OF GRAVEL, 2,0 2.0' TO FINE, 5%GRAVEL, (SW) zO I - -- - - } - - - - --_ - - - - - - - - - - - - - - - - - - - - - - - (SW) o OAR5E TO OWNMEDIUM, SAND, ORANGE/BROWN SAND, COARSE ORANGE/BROWN SAND, COARSE O O COARSE TO MEDIUM, 5% 2.0' TO FINE, 5%GRAVEL, (SW) 2 L TO FINE, 10%GRAVEL, (5W) 2.0 GRAVEL, (SW), WET ORANGE/BROWN SAND, ORANGEJBROWN SAND, COAR5EJ ORANGUDROWN SAND, COARSE TO MEDIUM, 5% 2.0' TO MEDIUM, 20%GRAVEL, 2.0' COARSE TO MEDIUM, 10% 2.0' DRIVEWAY SECTION I I GRAVEL, (5W),WET (5W), WET GRAVEL, (SW) O O SCALE: I = I/L}° SP-G LIGHT BROWN SAND, BROWN SAND COARSE TO ORANGE/BROWN SAND, z L COARSE TO MEDIUM, 5% 2.0' 2.0' COARSE TO MEDIUM, 2.0' o PL PL GRAVEL, (SW),WET FINE, 20%GRAVEL, (SW),WET 10%GRAVEL, (5W) w o 9 23' - 0" N/F RALPH NADILE - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - w z o z I I ' - Gil I I ' - Gil RECENTLY DEVELOPED (ROD ADVANCEMENT/ LIGHT BROWN SAND, COARSE TO v Q O ,z „ - 5.0' BROWN SAND, COARSE TO 2.0' MEDIUM, 10%GRAVEL, (SW), WET 2.0' - 0 5 - G 200-83300-0 1 00-00 1 00 1 DIRECT PUSH) FINE, 10%GRAVEL, (SW), WET Q PUBLIC DRINKING WATER m > o LIGHT BROWN SAND, (ROD ADVANCEMENT/co 1 3.01 O cm v I I COARSE TO MEDIUM, 5% DIRECT PUSH) O m DRIVEWAY EL. +7.00' _ " - '�� GRAVEL, (SW),WET 2.0 TANJORANGE SAND, COARSE _ - - - - - - - - - -- - - - - - - - - - - TO FINE, 25%GRAVEL, (SW), 2.0 BROWN SAND, COARSE TO z O 7 - - - - - - WET MEDIUM, 25%GRAVEL, (5W), WET2.0' p (ROD ADVANCEMENT/ O O DIRECT PUSH) 3'0 (ROD ADVANCEMENT/ 4 p, (ROD ADVANCEMENT/ 3 p, 11 . DIRECT PUSH) DIRECT PUSH) � LIGHT BROWN/TAN SAND, DRIVEWAY SECTION 2 2 COARSE TO MEDIUM, 25% 2.0' BROWN SAND, COARSE TO LIGHT BROWN SAND, COARSE 2.0' GRAVEL, (5W), WET MEDIUM, 5%GRAVEL, (5W), 2.0' TO FINE, 5%GRAVEL, (SW),WET 5CALE: I ' = I/L}° SP-G (ROD ADVANCEMENT WET (ROD ADVANCEMENT/ / DIRECT PUSH) 3.0 DIRECT PUSH) BACKFILL MATERIAL TO BE #57 11 (ROD ADVANCEMENT/ GRAVEL, COMPRESS AS PER PIPE RIVERSTONE WITH CROWNED TOP DIRECT PUSH) 3'0 (GROUNDWATER ENCOUNTER 10. ' MANUF. SPECIFICATIONS �u LIGHT BROWN/TAN SAND, BELOW5URFAC f COARSE TO MEDIUM, 20% 2.0' LIGHTLY COMPACTED 12" ABOVE PIPE "- ' (SW), WET NO RECOVERY 2.0' �.ri r ��" GRAVEL, E A WELL COMPACTED IN LAYERS (GROUNDWATER ENCOUNTERED (GROUNDWATER ENCOUNTERED y sib` FILTER SOCK AROUND 1 2" 4.0'BELOW SURFACE) 8.0'BELOW SURFACE) UNDER HAUNCHES AT PIPE ,,;ram r ��,..�:� PERFORATED ADS TUBING FILTER CLOTH OR GEOTEXTILE i 12" FEUCIRATED FIFE IN GRAVEL TRENCH �. s �9T 02394,$ �O SCALE: 3/4" = P-0" FOF NE`N JM2 ARCHITECTURE, PC Project Name: Moore Residence TEST HOLE5 DUG 1/29/2015 BY DWG No- 2410 NORTH OCEAN AVENUE Project Address: 13445 Main Bayview Road, Southold LAND, AIR, WATER ENVIRONMENTAL SERVICES INC SUITE 300 32 aICHE5TER AVE, CENTER MORICHES, NY 1 1934 ■ 0 FARMINGVILLE, NY, 11738 Project Details: New Single-Family Residence G31-874-21 12 T 1631.320.3305 F1631.320.3307 SCTM# 1000- 88-2- 17.8 END OF BORINGS: 27-0" + 12 + 13 CLEANOUT 2 'r 1 1 .23' IN OUT, RIM EL. 1 2.45' ExP I I EXP LP ,, _ PROP05ED POOL HOUSE LEACH. POOL (G @ 8' DIA x 2') I I O I ��� -- — _—= FIRST FLOOR EL + 12.50' 5.08' IN, RIM EL. 1 1 .50' O 1 / --- LP I DP2 501L BORING i LOCATION 3; DPI GROUNDWATER DETECTED @ EL. 2.30' 1 \ _�'�"/ SEPTIC TANK (8' DIA x 4') I EXP I O I I\ O EXP 8 0„ / 10.08 IN / 9.58 OUT, RIM EL. 1 2.50 LP LP w 00 + 1 24. c Q w O > O — ILI N PROP05ED STONE PAVER DRIVEWAY CLEANOUT I \ �\` I I .O' IN OUT, RIM EL. 1 2.58' TG EL. 11 .50' \ � � \ _ � LTG EL. 11 .50' —— -__ -_=__ -_ - _- ���� SEE * 1 y/. 023945 �O FOF NEB JM2 ARCHITECTURE, PC Project Name: Moore Residence DWG o: EA 2410 NORTH OCEAN AVENUE PARTIAL PLOT PLAN SUITE Project Address: 13445 Main Bayview Road, Southold SCALE: I "— 1 0' FARMINGVILLE, NY, 11738 Project Details: New Single-Family Residence SP-07000 T 1631.320.3305 F1 631.320.3307 SCTM#1000-88-2- 17.8 ZI JM2 ,al' IRCUITECTURE ,. 2410 North Ocean Avenue,Suite 300 Farmingville, New York 11738 T. (631) 320-3305 F. (631) 320-3307 February 7, 2020 Town of Southold Building Department 54375 NY Route 25, Southold, NY 11971 RE: James Moore Residence F E B 2 2020 "- 13445 Main Bayview Road Southold, NY 11971 SCTM#1000-88-2-17.8 To Connie, Please accept the following drawings as per our discussion on Friday February 711 for our Building Permit Application to the Town of Southold Building Department: • 4 Sets of Updated Site Plans(Folded) • Revised ResCheck If you havfqs ns or require further information please do not hesitate to contact our office. Very trulyJohn Mah , Tyler Fox Principal Project Manager JM2 Architecture PC JM2 Architecture PC v � REScheck Software Version 4.6.5 Compliance Certificate Project Moore Residence Energy Code: 2015 IECC Location: New York, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,180 ft2 Glazing Area 26% Climate Zone: 4 (5362 HDD) Permit Date: F E B 1 2 2020 Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 13445 Main Bayview Road Jim Moore JM2`Architecture P.C. Southold, NY 11971 13445 Main Bayview Road 2410 N. Ocean Ave Southold, NY 11971 Suite 300 Farmingville, NY 11738 631-320-3305 Compliance-Passes,usi • LIA trade-off Compliance: 14.6%Better Than Code Maximum UA: 997 Your UA: 851 Maximum SHGC: 0.40 Your SHGC: 0.30 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. oss e ssemb Cavi Co _ acto A e e House Walls:Wood Frame, 16"o.c. 5,090 21.0 0.0 0.057 210 Windows: Wood Frame:Double Pane with Low-E 1,162 0.300 349 SHGC: 0.31 Glass Doors: Glass 166 0.300 50 SHGC: 0.26 Solid DOors:Solid 71 0.290 21 House Roof: Flat Ceiling or Scissor Truss 5 4 38.0 12.0 0.022 116 Floor:All-Wood joistfrruss:Over Unconditioned Space 3, 0 30.0 0.0 0.033 105 Compliance Statement. The proposed building design described here is consist t wi the building plans, specifications, and other calculations submitted with the permit application.The proposed building igned to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requireme Gu CRE; eck Inspection Checklist. Na a-Title Sig tur CP -� - , o0 03945 �cNEW�p Project Title: Moore Residence Report date: 02/07/20 Data filename: ZA2013-2019\Moore Residence, Southold\Moore ResCheck.rck Pagel of 9 e r , REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified - - - - #_ Pre-Inspection/Plan Review - _ 'Complies? ,Comments/Assumptions - -- — Value Value - - '&Re .I D _ 103.1, Construction drawings and $ ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ,❑Not Observable envelope represented on r ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. [:]Not Observable J Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. i 130251, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: + Manual J or other methods Btu/hr Btu/hr []Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Moore Residence Report date: 02/07/20 Data filename: Z:\2013-2019\Moore Residence, Southold\Moore ResCheck.rck Page 2 of 9 Section Foundation Inspection ;Compiies? ;Comrnents%Assumpf'ions 303.2.1 A protective covering is installed to ❑Complies Requirement will be met. [F011]2 protect exposed exterior insulation ❑Does Not U and extends a minimum of 6 in. below []Not Observable grade. ❑Not Applicable 403 9 Snow-and ice-melting system controls []Complies Requirement will be met. [F012); installed. ❑Does Not �4&J []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 2 IMediurn Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Moore Residence Report date: 02/07/20 Data filename: Z:\2013-2019\Moore Residence, Southold\Moore ResCheck.rck Page 3 of 9 Section - - - --- — Plans Verified Field Verified Framing%_Rough-in Inspection ;Complies? Comments/Assumptions 6c Re .ID - Value - 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 []Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable c 303.1.3 U-factors of fenestration products I❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or []Not Observable taken from the default table. i❑Not Applicable 402.4.1.1 Air barrier and thermal barrier a ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's []Does Not 10 instructions. � ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built I❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not ,J AAMA/WDMA/CSA 101B.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable ,limits. r 4ofA.5 IC-rated recessed lighting fixturesrpp ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish I ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >=R-8 where duct is ❑Does Not I>=3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for i diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.5 Building cavities are not used as I ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable []Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 9F or chilled fluids ❑Does Not ,M y below 55°F are insulated to zR- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies lRequirement will be met. [FR24]1 piping. 1[]Not ❑Does Notv Observable ❑Not Applicable 03.5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 zR-3. ❑Does Not 14 ❑Not Observable ❑Not Applicable 403.Fi Automatic or gravity dampers area 10Complies Requirement will be met. [FR19]2 installed on all outdoor air p ❑Does Not intakes and exhausts. i ❑Not Observable '❑Not Applicable 1 JHlgh Impact(Tier 1) 12 IMedium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Moore Residence Report date: 02/07/20 Data filename: Z:\2013-2019\Moore Residence, Southold\Moore ResCheck.rck Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Moore Residence Report date: 02/07/20 Data filename: Z:\2013-2019\Moore Residence, Southold\Moore ResCheck.rck Page 5 of 9 Section Plans Veri fi ed Field_Verified # Insulation Inspection Complies? ;Comments%Assumptions A Re .ID - - iValue• iValue _ 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]z or the installed R-values ❑Does Not 11� provided. []Not Observable r []Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the J underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in []Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood []Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation ,J requirement applies(FR10). Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. []Does Not ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1 12 IMedium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Moore Residence Report date: 02/07/20 Data filename: ZA2013-2019\Moore Residence, Southold\Moore ResCheck.rck Page 6 of 9 -Section Plans Verified Field Verified Final Inspection Provisions - -- - - tion_s Nalue Value s? ; men np _ 402.1.1, Ceiling insulation R-value. R- R- [ Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood []Does Not table for values. 402.2.2, ❑ Steel ❑ Steel []Not Observable 402.2.6 [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. []Does Not [FI2]1 Blown insulation marked every 300 ft2. []Not Observable i❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent � []Does Not to soffit and eave vents that []Not Observable extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 insulation 2:R-value of the []Does Not adjacent assembly. []Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. []Not Observable []Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch []Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated I ❑Complies Requirement will be met. [FI24]1 by manufacturer at<=2%of []Does Not design air flow. g a ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [FI9]2 installed for control of primary []Does Not heating and cooling systems and 1 initially set by manufacturer to []Not Observable code specifications. ❑Not Applicable '403.1.2 Heat pump thermostat installed 10Complies Requirement will be met. [FI10]2 on heat pumps. ❑Does Not B 3 []Not Observable IONot Applicable 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [FI11]2 systems have automatic or []Does Not accessible manual controls. I []Not Observable ❑Not Applicable 1 JHlgh Impact(Tier 1) 12 IMedium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Moore Residence Report date: 02/07/20 Data filename: Z:\2013-2019\Moore Residence, Southold\Moore ResCheck.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions ;Value Value Complies? Comments/Assumptions & Re .I D - - - - 403.6.1 All mechanical ventilation system 4❑Complies Requirement will be met. [FI25]z fans not part of tested and listed 4❑Does Not HVAC equipment meet efficacy .and air flow limits. [:]Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [Ff26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor f ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies Requirement will be met. [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists, a 403.5.1.2 Electric heat trace systems ❑Complies Requirement will be met. [FI29]z comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies Requirement will be met. [F130]2 have recirculation pumps that []Does Not pump water from a heated water supply pipe back to the heated []Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls { that manage operation of the {dP pump and limit the temperature of the water entering the cold I water piping to 1049F. 6 '403.5.4 Drain water heat recovery units i ❑Complies Requirement will be met. [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one I or two showers. Potable water- a side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 403.10.2 Readily accessible switch on ❑Complies Requirement will be met. [FI12]3 heaters for swimming pools or ! ❑Does Not permanent in-ground spas. ! Switch operation does not ❑Not Observable change heater thermostat , ❑Not Applicable setting. Heater circuit breaker is installed independent of switch. Gas-fired heaters equipped with ignition pilots that are not continuously burning pilots. ! 111 High Impact (Tier 1) 12 IMedium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Moore Residence Report date: 02/07/20 Data filename: Z:\2013-2019\Moore Residence, Southold\Moore ResCheck.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions - -- Complies? Comments/Assumptions - -- IValue Nalue :& Re .ID --- - -- -- 403.10.3 Timer switches or other P ❑Complies Requirement will be met. [FI19]3 automatic preset schedule i j❑Does Not control method are installed on I heaters and pumps serving pools j❑Not Observable and permanent I 1❑Not Applicable 403.10.4 Outdoor heated pools and ❑Complies Requirement will be met. [F120]3 outdoor permanent spas have a ❑Does Not vapor retardant cover. 9 1❑Not Observable j 1❑Not Applicable 404.1 75% of lamps in permanent i ❑Complies Requirement will be met. [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage 1❑Not Observable lighting. I❑Not Applicable 404.1.1 Fuel gas lighting systems have 1OComplies Requirement will be met. [FI23]3 no continuous pilot light. {[]Does Not �) I❑Not Observable ❑Not Applicable '401.3 Compliance certificate posted. I❑Complies Requirement will be met. [F17]2 I❑Does Not ❑Not Observable []Not Applicable 303.3 Manufacturer manuals for 1❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. []Not Observable iElNot Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 1 12 IMedium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Moore Residence Report date: 02/07/20 Data filename: Z:\2013-2019\Moore Residence, Southold\Moore ResCheck.rck Page 9 of 9 d • � 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 50.00 Ductwork (unconditioned spaces): Glass&Door Rating U�Factor SHGC Window 0.30 0.31 Door 0.30 0.26 Heatinq • .. Heating System: Cooling System: Water Heater: Name: Date: Comments - -- ,,^I r C11 ' `1� SITE DATA Architect of Record: MAP OF PROPERTY FOR: JAMES MOORS \ !� 5.C.T.M.#: 1000-88- 2 - 17.8 PROPERTY ZONING: TOWN OF SOUTHOLD AGRICULTURAL-CONSERVATION (A-C) USE: SINGLE FAMILY RESIDENCE(CURRENTLY VACANT) /w�'0-060SITE AREA: 55,516 5f(2.1928 ACRES) ��+N i 1\/1 2. S22'S' MAX BUILDING HEIGHT: 34'-I"MEAN RIDGE TO AVERAGE NATURAL GRADE RC ITECTUREPc \ + 14 FLOOR AREAS: BASEMENT AREA=2 8 I I S UA Q RE FEET JM2 ARCHITECTURE, PC �. "� � G�'�CU�'LY WITH ALL CO.'{ `^ FIRST FLOOR AREA= 2,665 SQUARE FEET 2410 NORTH OCEAN AVENUE g.`.", �'� { 8 ` _ a N-',N YQR!K STATE & TOW ,GOUTS + 13 � _ - SECOND FLOOR AREA = 2,430 SQUARE FEET ��13 _ AS kE1UIRED A1dD C©NOITIvNS OF SUITE 300 GARAGE AREA = 750 SQUARE FEET FARMINGVILLE, NY, 11738 g._;Tit nt R �. � �° \ POOL HOUSE AREA = 184 SQUARE FEET T 631.320.3305 F 631.320.3307 ti I; : SOUTH OC6�T�NN Z�A h + 12 C: + i ,,-Y,,,,,,,, % � SOUTHQLD T0�';'N P+�!NN10 86t Y� + 14 STORAGE BARN AREA = 985 SQUARE FEET --�,,i'. , \ ZONE "X" TOTAL AREA OF CONDITIONED SPACE = 9,525 SQUARE FEET + 1 I Applicant: F ,-t" ,�C,L' SOUTHOLD K, 13 TEES / i� 0.2% ANNUAL CHANCE r,i.J.DEC /,a.: \ \ , \ OF FLOODING LOT COVERAGE(W/OVERHANGS): James Moore 3. �,.',',,'!-_. ,, t .`�`., +4C15 �S, / \ ' ' M#\ S PROPOSED MAIN DWELLING W/GARAGE, FRONT PORCH � BALCONY = 6,268 S.F. Riverhead, NY ,,a _ f '�,-''t -/ -- nor N ' N� PROPOSED REAR PORCH = 425 S.F. G31-484-4044 ' l V F ` / / / / oo �2� PROPOSED POOL= 722 S.F. . I I';, / +, - + 4 30„ , MAP OF CEDAR BEACH PARK FILED MAP #90 PROPOSED POOL HOUSE = 728 S.F. Architect % c Itect of Record �i)r... _ "'`.Tt•. ._. ..:'._._ + 1 4 / ,' // �\ / \ -I o - + 1 0 PROPOSED STORAGE BARN = I,740 S.F, JM2 Architecture, PC `" '% ' ;;-,U"'I4a ` �°```�' I ' rl_ " - TOTAL PROPOSED COV = 83 S F 0 35%LOT COVERAG } Suite 300 + N/ U AN JOHNS 9,8 (I E 2410 North Ocean Ave, .. .. / iw \ �� EXISTING DWELLING M /'IV / / ' / �' � - / ,' / ", ' - ii \ to ' 1 0200-83300-0100-010003 Farmingville, NY, 11738 AS PER SECTION K402.4 OF THE 2015 IECC, THE BUILDING ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE.A CONTINUOUS AIR BARRIER SHALL 631-320-3305 + co ,o , M iJu \ o ' A +9 PUBLIC DRINKING WATER BE INSTALLED IN THE BUILDING ENV[r /\ ' \+ + LOPE. REFER TO SHEET A-15 FOR TABLE R402.4,1.1 OF THE 2015 IECC AND ADDITIONAL AIR SEALING REQUIREMENTS All exterior ghting �: -. . . . ., .. a / �� \ �� CLEANOUT 2 / I,� = = � ® \ = = � ® /9 �� _ replaced °r ��/ \ 11 .23'IN OUT/ �� / a, \ / \ /\�� \ / �8 ' IV CONTRACTOR. cJ U rVeyO r I*18ta1Ted+ l��.ust p�'ov' de I�snuals `9 RACTOR SHALL CONSULT WITH AND SCHEDULE INSPECTIONS THROUGH HOME ENERGY SOLUTIONS, INC. FOR ANY MATTERS PERTAINING TO AIR Neil Gran e repaired shall condo CO (0 \RIM EL. 12.08',� \ LEAKAGE PRIOR TO CLOSING EXTERIOR WALLS. AIR TESTING SHALL BE CONDUCTED TO MINIMIZE POTENTIAL REWORK OF INSTALLED MATERIALS 9 Cha ter 172 'D,J and 'S -S p`r + c� \ - \ / PO Box 893 t0 p� Code S Energy Q�/ - // \ �'o _ _ _ � Ili\ \ Syosset, NY, 1179 I Code _W - JL _ 'MINOR SUBDIVISION PLAN FOR RAYMOND JAY AKSCIN AND STELLA M AKSCIN'FILED OCTOBEK 4, 2002 AS MAP#10838. 5 155et, Y, 1 1 o€the Toy m -_- - _ +_ , _ _ - - \ � ZONE IIXII EXP ) PROPOSED ' \ // ' �� j a \�/ \ N O.2% ANNUAL CHANCE KEY MAP + 15 / EXP ) \' + - -----r'---�v"I I \ ' ,`{ / O \ � / �,� SUBSURFACE I \ t / N �; N h 1 � ,PROPOSED POOL HOUSE I I „• : gym, -,� .)T_ `ti/ O ) 1 O l LP SANITARY SYSTEM. ,, \ OF FLOODING �t?r:t�7�r'r i:r IFICA,TION 'PELLICANO WOOS' FILED MAP # + \ // �_ , , N FIRST FLOOR EL + 1 2.50' / `° \ + AU CONTENT4FORE ^ ^ fir _.: L I OOG5 / �DP2 " N / / i o 0 + LEACH. POOL{6 @ 8'DIA x;2') LP J ' \ `' Cd '\ + 1 J-'f=1CATE OF CUPANCY -, zo r / / �- III '- , �� ( \ 2�j / + � ' III 32'-�' � O�� +7 "� RIM EL, 11 .50' DPIr O ��'= ��__\� o ,' /+ \ I \�/ _ _ _ \ o \ 15 i`' _I�ER USE IN E/VATER N/F JANINE BAKANIC / ^ 1 _ .^ cF SUBJECT PROPERTY 11 !:j r� C i + / I I n ° c r ^ / �/ o' O O PROPOSED 20 x 40 POOL I Iw S _ �;'r-I.J , STEM CA1�,t.OT EXISTING DWELLING / EXP Y b l O EXP / a . I �, + SO \ =�;VtE %/10 OF 1% LEAD. 0200-83300-0100'+002000 � + � i ' "I � � TO BE FILED UNDER C I' ' \ �j- CEDAR BEACH P.D 1. PUBLIC DRINKING 1N�,TER LP SEPTIC TANK(8' DIA x 4') "„ SEPARATE APPLICATION \ �'" , - ' - - ' - _\_ C% ' 10.08'IN/9.58'OUT °, / ,' I ,� � 11 � � o / _ 3 Project Name 3 �'' SOIL BORING LOCATION 3; ,1 + 15 / RIM EL. 12.58 A / / �/ 'I /\® 1 She + / � g �` , , , c N \ X \ \ I MAIN BAN✓Il_y, c� u' 0 NOT PROCEED WITH GROUNDWATER DETECTED @ EL. 1 30 _ I Iw �C Ro = AMoore Residence > PROPOSED STONE / $ ' I ^ \ \ '� NF +6 FRAMING UHT!!.SURVEY r / �� + - + 1° K \ // Of FOUNDATION LOCATION + --- �� /CLEANOUT I Iw \ A. / r PAVER DRIVEWAY ° I I Iw �* ,' \ -+' HAS BEEN APPROV2D. v / i II 11 .23 IN �OUT I Iw \ _, \ _ _ _ - - - \ / ZONE "AE" ORCn- / I � II + / ® l _ - f RIM EL. 12.00 S, _ - - - \ _ /� -f RETAIN STORM WATER R" - - _ - - _ _ - - ' _ / `� Project ress IJJBAYVIL-W W �tarlrr - _ l ° \ o + - 1 ' B \ role t Add PURSUANT TO CHAPTER 236 MAIN BAWIEJ/RD \ + / ,g 13445 Main Ba view Rd �� � TG EL. 11 .50 + i I .._ I m NG \ q Ld \, I / Bay view THE TOWN CODE. + 14 , Iw cd/ Vq/�\ I \ /l s� rygN 2CAROW �OVtI I uc�.`��ork + / ,,/ ' I 1 ` \---- / / - -�,11 ` ' I N ', `� i \ I / I Cr z 49 CEDAR BEACH CREEKD)d, NY 1 1971 end d / e = /J/ \- - F \required. 0Itesting N - , - ' - _ - = I= / P J ct YPM ,/ \ ' \ N �� >y ' � • roe Type �. +t p,�f+tlROFnJ o + 13 �C r r.��;.� ,. < :'x -, ,.. PROPOSED I -STORY I c +oZ + NOT TO SCALE _� New Sin le family V+ �/ ' ' I t n0 SOIL BORING LOCATION I ; \ \ j, STORAGE BARNI �,, II / / FIRST FLOOR EL + 12.00 + \ SITE NOTES Residence BIND / / ,_., �� PROPOSED 2-5TORY GROUNDWATER DETECTED @ EL 2. 10' FIRST FLOOR EL +�.50 PLUM � , ALL M, / ' , 1 SINGLE FAMILY RESIDENCE: o `� \ I ' ! 1 A �' ' - - / \ &WATER LINES NEED y ® N OF A STABILIZED CONSTRUCTION+ / W/ BASEMENT' N I\ I I I / 1S o„ i THIS SITE PLAN IS BASED ON A SURVEY PREPARED BY NEIL GRANGE DATED JUNE 2 I, 2018 DATUM IN NAVD 88 >� + / '° _ _ 1 d \ , I I / ` a 2. APPLICATIONS REQUIRING THE PROV15IO UCTION ENTRANCE THE CONSTRUCTION SPECIFICATIONS AS STATED WITHIN THE NY Revisions TESTING BEFORE COVERING 1 -_ ^ / + / � o BASEMENT F.F. EL +G.00', \�' / + + �\ '� �,�0 � /' � --- -- �, II I / \+ STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, PAGES 5A.75 AND 5A,76 SHALL BE FOLLOWED. CONSTRUCTION AND DEMOLITIONIssued For Review 12 - 12 - 18 + 12,� ' < - ' I C I �" + - FIRST FLOOR EL + I G.00 I 1 , 0 Preliminary Drawin s Approved by Owner 03 -01 - 19 CONDENSER UNITS ON + SECOND FLOOR EL +28.00'_ a, I I . �\ I 4 / \ DEBRIS MATERIALS SHALL NOT BE CONSIDERED FOR USE WITH STABILIZED CONSTRUCTION ENTRANCE INSTALLATIONS. la � \ I-- * "' -L- - , I k � � {� 3. ALL NEW ON-51TE CONCRETE SHALL BE 4000 P51 28 DAY(COMP.STRENGTH t AIR ENTRAINED PER TOWN STANDARDS [mailed to Town of Southold for Review 03 -04- 19 _ 4. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOUF5 PRIOR TO START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE Site Plan emailed to Owner for Review 04 -0 I - 19 �- \ 411 CONCRETE PAC) 1 / I - - - � I 0 - -- + �� jai M - �- - _ _ -E-- _ �-�° 4It - - - - CERTIFIED TO THE TOWN ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE." Submitted to SCDHS for Review 06 -03 - 19 `3�'> / \ \\ 1 A 'F -- -- I ' � + `A\ A , / 5. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS. ALL UTILITIES SHALL BE INSTALLED BELOW GRADE. Issued For Review 08-06 - 19 I I _ .. � + / Off, , - \ �6 I - T -- / � � �� / ) G. OBTAIN A TOWN RIGHT-OF-WAY WORK PERMIT PRIOR TO CONSTRUCTION WITHIN THE TOWN RIGHT-OF-WAY Resubmitted to SCDHS for Review OS - 15 - 19 _ \ \��" \I 8R SOIL BORING LOCATION I _ - - #� / �/ I/ / \ 7. CLEARING LIMIT LINES SHALL BE STAKED OUT BY A LICENSED LAND SURVEYOR, AND EITHER SNOW FENCING OR CONSTRUCTION FENCING SHALL BE Issued For Review 08- 16 - 19 ® w / � I 2; GROUNDWATER ` G Al�` � /I \ ERECTED TO PROTECT AREAS FROM DISTURBANCE OR ENCROACHMENT PRIOR TO THE START OF ANY ACTIVITIES ON SITE. FENCING SHALL NOT BE REMOVED Plans emailed to Owner for Review 09 -04 - 19 , �\ DETECTED @ EL. 0.70' � ��` � y G / 1I \ PRIOR TO COMPLETION OF FINAL SITE GRADING OPERATIONS." MEP Drawings Issued for Review 09 - I I - 19 \ \ / ' /a ®/ � - - _ _ _ _ / ® / I 8) / . PLACEMENT OF FILL, INSTALLATION OF RETAINING WALLS, DUMPING OF MATERIAL,EXCAVATION, MINING, OR SIMILAR DISTURBANCE OF LAND REQUIRES AN Drawings Issued for Review 09 - 12 - 19 / \ / + /\ + \ , / APPROVED SITE PLAN. COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL IS PROHIBITED AND SUBJECT TO LEGAL ACTION, Pland A irvoed b SCDHS 02 -04 - 20 pp Y + / 9. CONTRACTOR SHALL CONTACT THE FIRE MARSHAL'S OFFICE PRIOR TO INSTALLATION OF ANY FIRE SERVICE WATER LINES TO PROVIDE FOR PROPER Plans Submitted to Town of Southold 02 -06 - 20 ' / \ ` INSPECTION COORDINATION. I ' \ \ C\,� A. / / 10, ALL EXISTING OK PROPOSED SUBSURFACE ELECTRIC, TELEPHONE OR CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN ��' \ \ \ �� \� /I / // PERMANENT, IMPROVED SURFACES ARE PROPOSED OVER THE ROUTING PATH. + I 0 �`` / ' 11 , ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE. RECYCLED PORTLAND ` � \ \� , \ + 1 / CEMENT CONCRETE AGGREGATE IS TO BE CERTIFIED. DOCUMENTATION IS TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED IS FROM A NY5DEC \ , \ A. \\ h. „e� /, �� ,I � �4 / a ,+G // REGISTERED OK PERMITTED CONSTRUCTION AND DEMOLITION (CAD) DEBRJS PROCESSING FACILITY AS SPECIFIED IN SECTION 360-I G.I OF GNYCRR PART 360, / \ / - ` � W� , + J / I "SOLID WASTE MANAGEMENT FACILITIES"." \ /NG + J G\ \,,, N/F RALPE NADIE 12. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN � 0 SFT I : \� _ - v / / M RECE;� Y DEVELOPED / NEW DWELLING APPROVAL OF TOWN ENGINEER. + 6 \9c + , - '-\N \� 'PO - / 9 C�00-83300-0 1 00-00 1 00 I 13. ASUB-SURFACE IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL LANDSCAPE AREAS ti`'' \��/N� � \ �\ �Os � I \ , / PUBLIC DRINKING WATER ,� N \ �� , \��F� (D / 0 � 14, ON SITE LIGHTING SHALL BE DESIGNED SO AS TO PREVENT ILLUMINATE OR GLARE ONTO ADJOINING PROPERTIES OK ROADWAYS. PRIOR TO THE ISSUANCE N/F ROBERT CELENTANO +9 + \ \ ° �O,oO -, - it .I\ `I per/ Q �� OF ANY CERTIFICATE OF OCCUPANCY, THE LIGHTING CONTRACTOR OR ELECTRICIAN SHALL PROVIDE AN UNDERWRITER'S LABORATORY CERTIFICATE AND LETTER �' S \, c + ^ STATING THE LIGHTS HAVE BEEN ENERGIZED. VACANT \ \ \ 15. LOAD TICKETS REQUIRED FOR ALL FILL MATERIALS BROUGHIT ON SITE, IDENTIFYING THE SOURCE, AND QUANTITY OF MATERIALS. ALL FILL TO SATISFY THE 40 O \� 0200-83300-0100-017007 \ � SFp'-�9TF ��co '\ o REQUIREMENTS OF SOUTHOLD. PUP3LIC DRINKING WATER IT \ + \+ 0-1s -\,1/���,& / ' \ + �/ . NF /T I, `v I � 16. ALL CAD MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHALL BE TRANSFERRED TO AN APPROVED NY5DEC FACILITY, LOAD/TKAN5FEK TICKETS TO BE \ \ A, `!F �' \� , / � RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD ENGINEERING INSPECTOR FOR THE RECORD. \ / IV- \ �O'°OS �\"-, \N' - \ �� / I /' 17. THE SOUTHOLD SUBDIVISION AND LAND DEVELOPMENT REGULATIONS,SECTION P, 5 SHALL BE FOLLOWED. �'Pi FO \ + I / +7 \ + ����r��� �� ; / CONSTRUCTION NOTES \ \ C 1 1 I / ` A. GENE RAL CONCEPTUAL SITE PLAN + ` '+ \ \ \ 1, y //^ ,'+ ' I . THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, SEQUENCES, OR + I � \ \ �1 ��1 + / ,' � PROCEDURES, OR FOR SAFETY PRECAUTIONS OR PROGRAMS, CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL EXISTING SCALE: I ° = 2OI \ \ `I " // ELEMENTS DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, DISTORTION, COLLAPSE OK MISALIGNMENT, \ / `'t \ ' ^ 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL LOCAL AUTHORITIES HAVING / +^ \ JURISDICTION. . /+7' 3. THE CONTRACTOR SHALL FIELD VERIFY ALL n5TING CONDITIONS AND DIMENSIONS BEFORE BEGINNING ANY WORK, AND SHALL REPORT ANY ,' P / /' DISCREPANCIES TO THE ARCHITECT IMMEDIATELY. N�\ , j ,/ / /' 4. THE OWNER SHALL BE RESPONSIBLE FOR SUPERVISION DURING CONSTRUCTION. THE OWNER SHALL BE RESPONSIBLE FOR FILING AND SECURING ALL /�3 � // .� ' REQUIRED BUILDING PERMITS PRIOR TO THE START OF ANY WORK. 5TO RM WATE R CALCULATIONS g 1701,E � %/ .// +/' 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD. Cd + ' / j / / G. THE ELECTRICAL CONTRACTOR SHALL LOCATE AND DISCONNECT AT THE SERVICE PANEL, ALL CIRCUITS AFFECTED BY CONSTRUCTION. CRITERIA: , / /' �, ' 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SiCALED DIMENSIONS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. I. DESIGN FOR 2"RAINFALL(.17) ��' /;' G /E ,' ,' m B. FOUNDATION NO WATER WELLS WITHIN 150 OF THE PROPERTY o // / 2. RUN-OFF COEFFICIENTS: // //, / / �/ I . ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF ITON/SF BEAPJNG CAPACITY. ALL FOOTINGS WERE DESIGNED BASED UPON THIS SOIL BEARING PAVED AREAS: 1 .00 CF/�// /; '✓ / / CAPACITY. CONTRACTOR SHALL FIELD VERIFY PRIOR TO POURING OF ANY FOOTINGS AND A55UME FULL RESPONSIBILITY. '�/ // �/ / / ` 2. ALL EXTERIOR WALL FOOTINGS SHALL BE A MINIMUM OF 3'-O" BELOW GRADE, SLOPE GRADE AWAY FROM FOUNDATION WALLS. ROOF AREAS: 1.00 /// � ' 3. ALL FILLED AREAS SHALL BE COMPACTED LAYER BY LAYER. ELEVATIONS REFER TO TOWN OF SOUTHOLD DATUM , 7. /�/ , + / LANDSCAPED AREAS: 0.15 '' + / / a C. CONCRETE SEE SOIL BORING LOGS FOR GROUNDWATER DEPTH 1 /,' / �/ //r ,' � + I . ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS AND RECOMMENDATIONS OF ACI 3 18-05 "SPECIFICATIONS FOR STRUCTURAL CONCRETE 3. 12'DIA. STORM DRAIN RINGS @ 100.88 CFNF CAPACITY FOR BUILDINGS". I O'DIA. STORM DRAIN RINGS @ 68.42 CFNF CAPACITY INFORMATION '' / / r // / 8'DIA. STORM DRAIN RINGS @ 42.24 CFNF CAPACITY � / ' D RAWI N G LIST 2. COORDINATE SIZE AND LOCATION OF ALL SLEEVES, OPENINGS, RECESSES AND DEPRESSIONS REQUIRED BY ARCH. AND MECH. CONSIDERATIONS. NO WETLANDS WINTHIN 300'OF PROPERTY. WETLANDS LOCATED /+ //' /' // I //. / /' /' D. STRUCTURAL EAST SIDE OF CEDAR BEACH ROAD, OUT OF JURISDICTION. '' /' ��/ I// ,, 19 NUMBER DESCRIPTION NUMBER DESCRIPTION NUMBER DESCRIPTION NUMBER DESCRIPTION I . ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2 (UNLESS OTHERWISE NOTED)875psi Fb. ROOF AREAS /// , // /' + T-I COVER SHEET/SITE PLANII A-3.1 FIRST FLOOR REFLECTED CEILING PLAN A-I 0 FRAMING DETAILS E-1,I FIRST FLOOR ELECTRICAL PLAN 2• WOOD THAT COMES IN CONTACT WITH MASONRY AND CONCRETE SHALL BE WOLMANIZED/PRESSURE TREATED. MAIN HOUSE AREA = 6,15 I SF(I) (.17) = I,045.67 CF 11 1,045.67 CF/42.24 = 24,76 Vf REQUIRED ,'/ / �/ ,' `/' /� /` C-I SITE AND SANITARY DETAIL-5 A-3.2 SECOND FLOOR REFLECTED CEILING PLAN 5-1 SECOND FLOOR FRAMING PLAN E-1 .2 SECOND FLOOR ELECTRICAL PLAN 3• JOISTS, RAFTERS AND BEAMS SHALL HAVE A MINIMUM OF 3"BEARING AT ENDS. `° // / // ' ' C-2 STOWWATEK CONTROL SITE PLAN A-4.1 ELEVATIONS 5-2 SECOND FLOOR CEILING FRAMING PLAN M-1.1 FIRST FLOOR MECHANICAL PLAN 4• CONTRACTOR SHALL VEK FY THE CONCRETE FOUNDATION WALL FOR ANCHOR BOLT LOCATIONS, ELEVATIONS OF TOP OF FOUNDATIONS AND ALIGNMENT, THEREFORE USE(7) POOLS @ 8'-0" DIA.X 4'-0" EFFECTIVE DEPTH WITH REINF,TOP SLAB, Cl FRAME (7) S''6,r ,// // C-3 SITE LOCATION PLAN A-4.2 ELEVATIONS S-3 ROOF FRAMING PLAN M-1.2 SECOND FLOOR MECHANICAL PLAN PRIOR TO ERECTION. INLET GRATES TO GRADE. /' o/ I ' C A-1 .I FOUNDATION PLAN �F.F. FRAWING A-5 ROOF PLAN 5-4 TJI FLOOR FRAMING NOTES AND DETAILS P-I PLUMBING PLAN AND DETAILS 5. EXTERIOR WALLS SHALL BE 2"x G"WOOD STUDS @ 16"'o.c. UNLESS NOTED OTHERWISE ON PLANS EXTERIOR SHEATHING SHALL BE 112" CDX PLYWOOD. /� POOL HOUSE AREA = 715 5F(1) (.17) = 121.55 CF 2 t"/' / ; / s �\ /� ,'_ A-1 .2 FOUNDATION DETAILS A-6 BUILDING SECTIONS 5-5 STRAPPING AND HOLD-DOWN DETAILS 121.55 CF/42.24 = 2.88 VF REQUIRED e_� ^/ / -�3,0„/ ,'/ �/ ,' A-2.I BASEMENT PLAN A-7 BUILDIND SECTIONS 5-6 STRUCTURAL LOADING PLAN BUILDING COMPONENT SPECIFICATION LIST: THEREFORE USE(1) POOL @ 8'-O" DIA.X Z-0" EFFECTIVE DEPTH WITH REINF. TOP SLAB, Cl FRAME� (1) �/ // / / ' A-2.2 FIRST FLOOR PLAN A-8 POOL HOUSE DETAILS INLET GRATE TO GRADE. �' / // // /' /� A-2.3 SECOND FLOOR PLAN A-9 STORAGE BARN DETAILS ROOF ASSEMBLY ' /' ` ROOF FLASHING: AS PER SECTION R905.2.8 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE, BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE . STORAGE BARN AREA = 1,480 5f(1) (.17) = 25 I.60 Cf +7 ,,// -/ '' / �' BUILDING CODE AN ALMS 15 WITH THE MANUFACTURER'S INSTRUCTIONS AND SHALL BE CORROSION RESISTANT SHEET METAL OF MINIMUM NOMINAL 0.015 INCH 251 .60 CF/42.24 = 5.96 VF REQUIRED / / '% ASPHALT ROOF SHINGLE: AS PER SECTION R905.2 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE, ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OK BE THEREFORE USE(2) POOLS @ 8'-O"DIA.X 3'-0" EFFECTIVE DEPTH WITH REINF.TOP SLAB, Cl FRAME� (2) ,`//' / *N , /' I . THE NEW CONSTRUCTION ILLUSTRATED ON THE FOLLOWING SHEETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL INTERLOCKING. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GA. INLET GRATES TO GRADE. /',/' j ,�/ ,,�+/ RESIDENTIAL BUILDING CODE. CUSTOM DE5IGNJ CALCULATIONS HAVE BEEN DONE BY ARCHITECT FOR THIS PROJECT. SHANK WITH A MIN. 3/8" ? HEAD. ASPHALT SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. �' �' �/ /' / // ad 2. THE FOLLOWING ARE DESIGN LOADS UTILIZED IN THE DESIGN OF THIS ADDITION/RENOVATION: UNDERLAYMENT: AS PER SECTION R905.2.3 (TABLE R905.1 .1(2)) OF THE 2015 INTERNATIONAL RESIDENTIAL CODE, UNDEKLAYMENT ON ROOF SLOPES 4:12 OR M o �/ ; //�/ �/ ' + A. LIVE LOADS: GREATER SHALL BE ONE LAYER AND APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE AND LAPPED 2", FASTENED SUFFICIENTLY TO HOLD IN STONE PAVER DRIVEWAY ROOMS OTHER THAN SLEEPING R001WIS 40 sf AREA = 1,867 SF (1)(.17) = 317,35 CF + // ,///,�/ /// /' ,' p B. DEAD LOADS: PLACE. END LAPS SHALL BE OFFSET BY G'-0". PER R905.2.7.1, PROVIDE A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET IN LIEU OF 30#FELT AND EXTEND THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, /, / /�/ / / / SLEEPING ROOMS 3Op5f EXTERIOR STUD WALL SHEATHED 15 psf FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL LINE. ICE BARRIERS PER SECTION K905.1 .2 AND AS SUCH ARE THE PROPERTY OF JM2 3 17.39 CF/42.24 = 7.5 I VF REQUIRED '/ � '� ' ' STAIRS ' 40�f STUD WALL W/SHEATHING ON EA. SIDE 8 psf SHALL BE 2 LAYERS APPLIED ALONG THE ROOF EDGES 24" INSIDE THE EXTERIOR WALL ON ROOF SLOPES UP TO 7:12, AND 36"ALONG THE ROOF SLOPE STARTING ARCHITECTURE P.C.d �� ANY UNAUTHORIZED USE OF THESE THEREFORE USE(2) POOLS @ 8'-O" DIA.X 4'-0" EFFECTIVE DEPTH WITH REINF.TOP SLAB, Cl FRAME� (2) ' / /`° ' CEILING JOIST W/SHEATHING I 0 f INLET GRATES TO GRADE. •( 9 ,/' / /,/ //' /' /� � ATTICS WITH STORAGE SPACE 1 Ops f's FROM THE SAVE ON ROOF SLOPES 8:12 AND GREATER. DOCUMENTS IS IN A VIOLATION OF SECTION 7209 \ / / ,/ // / / GROUND SNOW LOAD (Pg) 25p5f ROOF RAFTER W/PLYWD SHEATHING 12 psf CEILING/ROOF INSULATION: AS PER CHAPTER I I OF THE 2015 INTERNATIONAL CODE. ALL ROOF/CEILING INSULATION SHALL HAVE AN R-VALUE OF 49. SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. // / // / / POOL DISCHARGE '/ � '' / '/ SNOW LOAD, FROM THE CALCULATIONJ: C. SEISMIC LOADS: VAPOR BARRIER: AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE, ROOF/CEILINGS COMM51NG ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A VAPOR /// / ,�/� //�� /' Pf=0.7(Ce)(Ct)(I)(Pg)= LATERAL EARTHQUAKE LOAD <33g- EXEMPT RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION. Drawing Title USE(4) POOLS @ 8'-0"DIA. X 6'-0" EFFECTIVE DEPTH WITH REINF.TOP SLAB, Cl FRAME�(4) INLET GRATES '� % '' Pf=0.7(0.9}(I.0)(I.0)(25psf)= 15.751 psf D. WIND LOADS: TO GRADE. +8 J G i ,/ /, ,N //I / W� '' C' / 140 mph WIND ZONE ALL SWIMMING POOL WASTEWATER DISCHARGE SHALL COMPLY WITH IPC SECTION 5021.4 AND SECTION /// /p_ RAIN-ON-SNOW SURCHARGE LOAD: P EXTERIOR WALL ASSEMBLY: Pa�e ''' , / '' Pf=20(1)= STUCCO: PORTLAND CEMENT STUCCO FINISH 15 APPLIED IN THREE COATS OVER WIRE FABRIC, EXPANDED METAL LATH OK A STUCCO MESH, Title / 5 Pian 320 OF THE INTERNATIONAL SWIMMING POOL AND SPA CODE, s /,/ � // ,C_� + // // /// / Pf=20 (1.0)=20 psf METAL REINFORCEMENT MUST BE FURRED OUT 114"TO PERMIT THE STUCCO TO COMPLETELY EMBED THE METAL; LATH MAY BE SELF FURRING OK BE ATTACHED PATIO AND DECK AREAS // // �/ // SURCHARGE LOAD REDUCTION: WITH SPECIAL FURPJNG NAILS. AREA = 2,480 SF(I) (.17) = 421 .60 CF +9 ✓ -/^ ///^+,'I 20.00- 15.75= 4.25 psf CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BRACING AILL WOOD STUD WALLS PRIOR TO COMMENCEMENT OF STUCCO FINISH. h / / '/' C 4.25 psf + 15.75 psf = 20,00 psf THE FINISH COAT MAY HAVE A FLOAT, STIPPLED, COMBED OR PEBBLED TEXTURE. THE FINISH MAY BE COLORED THROUGH THE USE OF PIGMENT, COLORED SAND SEAL SIGNATURE: 4 EREIF CF/USE (4 = 9.98 VF REQUIRED /I //' , TOTAL SNOW LOAD DESIGN = 20.00 psf OR STONE CHIPS. CONTRACTOR SHALL PROVIDE OWNERS WITH SAMPLES OF EACH AS WELL AS COLOR SELECTION. THEREFORE USE(4) POOLS @ 8'-0" DIA.X 3'-0" EFFECTIVE DEPTH WITH REINF.TOP SLAB, Cl FRAME� (4) 0��0// U %� i // +8 / INLET GRATES TO GRADE. 0 / / 0 , (SEE STEEL FRAMING PLAN FOR PONDII`NG INSTABILITY VERIFICATION AND CONSIDERATION CALCULATIONS) CONTROL JOINTS: CONTROL JOINTS PREALIGN THE CRACKING THAT CAN OCCUR DUE TO VOLUME CHANGES AND BUILDING MOVEMENTS. WHEN STUCCO IS APPLIED `���R E �C'Sj>, � � '/ / _ DESIGN CRITERIA OVER METAL REINFORCEMENT, CONTROL JOINTS SHOULD BE SPACED 10'-0 APART AND DEFINE AREAS NO LARGER THAN 150 5.F,IN AREA. CONTRACTOR SHALL �0 .Z1 1< �� KEY 5T0 RM DRAINAGE NOTES '1/� , / / � o WIND DESIGN SUBJECT TO DAMAGE FROM BE RESPONSIBLE FOR PLACEMENT OF CONTROL JOINTS IN FIELD. ALL CONTROL JOINTS SHALL BE WEATHERTIGHT. Q �� a Oo //0. `v / GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL NOTE: CONTRACTOR SHALL REFER TO THE NAILING SCHEDULE AND DETAIL SHEET FOR ALL CONNECTION SPECIFICATIONS PERTAINING TO EXTERIOR WALL STUDS, * i 'J TW/BW TOP OF WALL/BOTTOM OF WALL I. ALL STORM DRAINAGE STRUCTURES SHALL BE LOCATED AS SHOWN ON SITE DIMENSIONING GRADING PLAN AND SHALL BE OF A SIZE AND ' SPEED TOPOGRAPHIC SPECIAL WIND-BORN DESIGN FROST LINE N / SNOW LOAD WEATHERJNG DEPTH TERMITE DESIGN TEMP REQUIRED HAZARDS INDEX TEMP RIM JOIST FLOOR JOISTS BRACING AND PLYWOOD SUB-FLOOKINIG, TG TOP OF INLET GRATE CONFIGURATION AS DESCRIBED IN STORM DRAINAGE CALCULATIONS, UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. � O/, / (MPH) EFFECTS WIND REGION DEBRIS ZONE CATEGORY ' / `/ --- E - - - UNDERGROUND ELECTRICAL SERVICE LINE 2. ALL WORK, MATERIALS, METHODS, ETC..., SHALL BE IN STRICT ACCORDANCE WITH THE TOWN Off SOUTHOLD STANDARDS, 5.C.H.D.S, 20 140 NO NO I MILE FROM COAST N/A SEVERE DOT. 3' BFG MOD TO HEAVY SMALL TO MODERATE YES PER R905.1 .2 NO 599 51 NOTE: ELEVATIONS ARE IN NAVD 88 DATUM. CONTOURS AND SPOT ELEVATIONS ARE SHOWN AS PER ACTUAL FIELD SURVEY BY NE/L GRAN6L DATED AINE2/, '/�. �'� 02394b gyp) _-W- - - DOMESTIC WATER SERVICE LINE(2" PIPE) REQUIREMENTS, NYS CODE, AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. n I OF NE`N - T - -- UNDERGROUND TELEPHONE AND CABLE TV LINE 3. IF SUBSURFACE SOIL CONDITIONS PERMIT, DESIGN PROFESSIONAL MAY PETITION THE TOWN OF SOUTHOLD TOWN ENGINEER TO WAIVE THE \\ � CONCRETE CON 5T RU CT I O N D I M E N 51 O N A L REQ U I RE M E N T5 --- G- - - GAS SERVICE LINE FOOTING RING REQUIREMENT. U , MINIMUM SPECIFIED COMPRESSIVE STRENGTH a/ (fc) 5CTM# 1000-88 - 2 - 17.5 JM2 PROJECT No: 2018-0126 +8.0 PROPOSED GRADE 4. THE USE OF THE WORD"DOME" IN STORM DRAINAGE CALCULATIONS IS INTENDED TO MEAN SOLIID WALL DOME, {UON). THE USE OF THE \ REQUIREMENT REQUIRED PROVIDED �-+8,0 EXISTING UNDISTURBED GRADE WORD"RJNG(S)"IS INTENDED TO MEAN STORM DRAINAGE LEACHING KING(5), THE VERTICAL HEIGHT(Of THE KING(5)TO BE PROVIDED FOR EACH AIDEN LANE - _ ` TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAIb/ PLANNING No: DATE: 02/06/20 ' -+8.0- - " EXISTING MODIFIED GRADE STORM DRAINAGE LEACHING POOL SHALL BE CONSTRUCTED OF THE LEAST NUMBER OF"RINGS"PO?SSIBLE TO ACHIEVE SPECIFIED HEIGHT. 25'-0" R.O.W. , , NEGLIGIBLE MODERATE SEVERE FRONT YARD SETBACK 25' MINIMUM 58'-10" x 8.30 EXISTING SPOT GRADE 5. ALL STORM DRAIN KING(5), CIRCULAR SLABS, SHALLOW DOMES, SOLID WALL DOMES, SOLID WALL KING(5), CONCRETE COVERS, CONCRETE BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500(c) BUILDING No: DESIGNED BY: TF SOIL BORING LOCATION BOTTOMS, AND CHIMNEYS SHALL BE REINFORCED PRECAST 4000 P5128 DAY STRENGTH CONCRETfIf AND SHALL BE TRAFFIC BEARING. BASEMENT SLABS AND INTERIOR SLABS ON GRA\DE, EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500(c) -� BASEMENT WALLS, FOUNDATION WALLS, EXTEK10R.WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 2,500 3,000(d) 3,000(d) REAR YARD SETBACK 75' MINIMUM 114'-5" SCDHS No.: KI 0-I 9-0067 CHECKED BY: JM FLOW ARROW C. ALL CAST IRON FRAMES, INLET GRATES AND SOLID COVERS SHALL BE MANUFACTURED BY"CAMPBELL"OR APPROVED EQUAL. ® STORM WATER CATCH BASIN INLETS 7. ALL INTERCONNECTING PIPE BETWEEN ON-SITE DRAINAGE STRUCTURES SHALL BE 15" R.C.P. (CLASS IV) OK 15"C.P.P. OR APPROVED EQUAL, `7 ` �0 PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 2,500 3,000(d, e, f) 3,000(d, e, f) ZBA CASE No: O STORM WATER CATCH BASIN SOLID COVERS 8. UNDERGROUND STORM WATER PIPING (AND LEADER PIPING) WITHIN 5'OF FXTKIOK WALLS SHALL BE SERVICE WEIGHT C.I. PIPE. 7 ACCESSORY STRUCTURE REAR YARD SETBACK 25' MINIMUM 27'-5" SCALE: As indicated �', ` ���, FOR 51: 1 POUND PER SQUARE INCH= 6.895 kf'a DWG No: 9. UNDERGROUND STORM WATER PIPING FROM BEYOND EXTERIOR.WALLS OF BUILDING TO DRAINAGE STRUCTURE SHALL BE PVC SDR 35,ADS, � A. STRENGTH AT 28 DAYS PSI. OR APPROVED EQUAL, Q B. SEE TABLE R301 .2(I) FOR WEATHERING POTENTIAL. SIDE YARD SETBACK 25' MINIMUM 5G'-9" MINIMUM 10. CONNECTING PIPE BETWEEN DRAINAGE STRUCTURES IS MINIMUM I V AND SHALL BE 15" DIA, REINFORCED CONCRETE PIPE CLIV OR ��' C. CONCRETE IN THESE LOCATIONS THAT MAY BbE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE d. - I/ CORRUGATED POLYETHYLENE PIPE. 1`P D. CONCRETE SHALL BE AIR-ENTRAINED,TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) SHALL BE NOT LE55 THAN 5 PERCENT OR MORE THAN 7 PERCENT. BLDG HEIGHT 35' MAXIMUM 34'- 1 " MAXIMUM I I . ROOF DRAINAGE SHALL BE CONNECTED TO PROPOSED DRAINAGE STRUCTURES W/MINIMUM 6" PVC SDR 35 PIPING, E. SEE SECTION R402.2 FOR MAXIMUM CEMENT(ITIOUS MATERIALS CONTENT. 12. MINIMUM 20'SEPARATION BETWEEN DRAINAGE STRUCTURES �SANITARY SYSTEM, 5'BETWEEN DRAINAGE STRUCTURES� PROP. LINE, 12' F. FOR GARAGE FLOORS WITH ASTEEL-TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT IS PERMITTED IF THE SPECIFIED COMPRESSIVE LOT COVERAGE W/ OVERHANGS 20% MAXIMUM B EEN DRA►NAGS STRUCTURES � BUILDING FOUNDATION, 12' BETWEEN LEACHING POOLS. STRENGTH OF THE CONCRETE 15 INCREASED TO NOT LESS THAN 4,000 PSI, 10.35% PROPOSED BUILDING 2" VENT PIPE SANITARY DATA Architect of Record: FINISHED FLOOR BUILDING EXTERIOR MAP OF PROPERTY FOR: JAMES MOORE ELEVATION + I G.00' 5.C.T.M.#: 1000-88- 2 - 17.8 PROPERTY ZONING: TOWN OF SOUTHOLD AGRICULTURAL-CONSERVATION (A-C) LOCKING CASTING TO GRADE USE: SINGLE FAMILY RESIDENCE(CURRENTLY VACANT) SITE AREA: 55,518 SF(2.1928 ACRES) R C I T E C T U R E P C MAX BUILDING HEIGHT: 34'-1"MEAN RIDGE TO AVERAGE NATURAL GRADE : ., COVER TO GRADE IF Gil TOP SLAB 24" INSECT � WATERTIGHT, HEAVY NUMBER OF BEDROOMS 4 DROP T' ISNT USED DUTY LOCKING CONCRETE COVER. GROUNDWATER MANAGEMENT ZONE IV JM2 ARCHITECTURE, PC -- FINISHED GRADE FINISHED GRADE (TYPICAL) 2410 NORTH OCEAN AVENUE APPROX. 12.50' APPROX. 12.50' PROP05ED SANITARY SYSTEM: SUITE 300 1,250 GAL. SEPTIC TANK W/(6) 8'DIA. x 4' DEEP SANITARY LEACHING POOLS FARMINGVILLE, NY, 11738 --- -° LANDSCAPING MIN. 4" DIA. SDR 35 PVC OR � ° ° � SUITABLE COVER TO GRADE HIGHEST EXPEDCTED GROUNDWATER: +2.95' T 1631 ,320,3305 F� 631,320,3307 EQUIVALENT PITCHED AT 1/4"'/FT m 2' o"oiA• 2'-o°ofA. MIN. 4" DIA. 5DR 35 PVC OR EQUIVALENT PITCHED AT 1/471'T MIN. STOPPED OR END PLUG NOTES: Ns V Cd ° FINISHED EARTH FLOW FROM b FLOW TO L.P. OR ASPHALT 1. TYPE 2 POOLS HEIGHT AND WIDTH OF SECTIONS AS REQUIRED, INCLUDING CONCRETE FOOTING, REINFORCED CONCRETE SLAB, AND MANHOLE COVER Applicant: -SEWER PIPE WHEN DA51N IS SET TO FINISHED GRADE). James Moore TOILET ROOMS MIN. 4 DIA. SDR E PVC OR 2. MINIMUM 8'BETWEEN SANITARY LEACHING POOLS. MINIMUM I O'BETWEEN STORM DRAINAGE POOLS. MINIMUM 20'BETWEEN STORM DRAINAGE POOLS AND Riverhead, NY FLOW TO S.T. EQUIVALENT PITCHED AT I/4"'/FT SANITARY LEACHING POOLS. MINIMUM 10'BETWEEN SANITARY LEACHING POOLS AND BUILDING FOUNDATION. MINIMUM 5'BETWEEN SANITARY LEACHING 631-484-4044 SEE SANITARY STRUCTURE N 30 DEGREE ELBOW POOLS AND UNDERGROUND UTILITIES. SCHEDULE FOR INVERT = o 0 0 0 0 0 0 3, ALL POOLS UNDER PAVEMENT TO HAVE SURFACE ACCESS. Architect of Record ELEVATION 4. ALL OTHER LEACHING POOLS TO HAVE CAST IRON o o 0 0 0 0 0 o VE POSITIVE SURFACE ACCESS. JM2 Architecture, PC O GO DEGREE WYE 5. ANY DRAINAGE STRUCTURES INSTALLED WITHIN RIGHT-OF-WAY SHALL BE I O' DIA. MAX AND SHALL INCORPORATE FOOTING RING, 2410 North Ocean Ave, Suite 300 SEWER PIPE o 0 0 0 0 0 0 o N INV. OUT C3 o 0 0 0 0 0 G. ALL INTERCONNECTING PIPE TO BE 4" DIA, SDR 35 PVC, UNLESS OTHERWISE NOTED, PITCHED AT 1/4"/FT BETWEEN CLEAN-OUT GREASE TRAP AND 1/8"/FT Farmingville, NY, 11738 4" DIA. 5DR 35 PVC PITCHED BETWEEN LEACHING POOLS. 631-320-3305 AT I/4'%FT BETWEEN CLEAN- SEE SANITARY w SANITARY 5TRUCTU RE 5CH EDU LE 5urve r: FINISHED FLOOR OUT SEPTIC TANK STRUCTURE SCHEDULE ELEVATION +G.00' 4" T-11CK(4000 psi) ° ° ° ° FOR INVERT ELEVATION o YO STRUCTURE NO. STRUCTURE TYPE/SIZE INVERT ELEVATIONS Neil Grange - REINFORCED BOTTOM � � ° � o RIM ELEVATIONS BOTTOM ELEVATIONS PO Box 893 a' o"DIA. m CO I SANITARY CLEAN-OUT I (RESIDENCE) I I .0' IN OUT +12,55' - Syosset, NY, 11791 CO2 SANITARY CLEAN-OUT 2 (POOL HOUSE) 1 1 .23'IN OUT +12.48' - 516-299-6666 FLOW FROM FUTURE - - - - NOTE: CLEANOUT(S) LCOATED IN TRAFFIC AREAS SHALL BE 5P1 a " TOILET ROOMS '�� � � "- - ' - - - - - - - - - - - - - - - - - - - - SEPTIC TANK(8 DIA x 4) 10.08 IN/9.58 OUT +12.50 +5,33 - Q PROVIDED WITH TRAFFIC E13APJNG FRAME AND COVER. DPI LEACH. POOL(6 @ 8'DIAx 2') 9.08' IN +I i .50 +7.42' NEW 4" DIA. SERVICE - - - - - - _ - - - _ NEW LEAC M I N G POO L5 SANITARY CLEANOUT DETAILS CAST IRON SANITARY � � - - - - - - DRAIN PIPE PITCHED NOTE: BACKFILL MATERIAL TO BE CLEAN COARSE 5C%/ 50% SAND AND GRAVEL MIX I/8'%FT. MIN. NEW 5AN ITARY CLEAN-OUT NOTE: SYSTEM PROPOSED IS AN ALTERNATATE SEWAGE DISPOSAL SYSTEM FOR HIGH SCALE: 1 " = 1 '-0" NEW 1 , 2 5 0 GAL. 5EPT1 C TANK GROUNDWATER CONDITIONS LEANOUT(5) LCOATED IN TRAFFIC AREAS SHALL BE NOTE: BACKFILL MATERIAL TO BE CLEAN COARSE 50%/ 50% SAND AND GRAVEL MIX Project Name PROVIDED WITH TRAFFIC EBARING FRAME AND COVER. Moore Residence 101 - I " 2' - O" 31 ' - 9" FINISHED FLOOR 8' - 011 20' - 0" 81 _ 811 Project Address ELEVATION + 12.50' CLEAN-OUT, SEE DETAIL 13445 Main Da view Rd, °. -BUILDING EXTERIOR Y 0 Southold, NY 1 1971 = Project Type /r New 51n le family FLOW TO S.T. CAST IRON 9 �/ SEWER PIPE 4" DIA. SDR 35 PVC PITCHED INV. OUT +9.00' AT 1/471`7 BETWEEN CLEAN- Residence 0 0 0 0 0 0 0 OUT SEPTIC TANK Revisions POOL 110USE SANITARY PROFILE 0 4" DIA. 5DR 35 PVC PITCHED o 0 0 0 0 0 o N Issued For Review 12 - 12 - 18 AT I/8'%FT BETWEEN SEPTIC o 0 0 0 0 0 o PreliminaryDrawin s A roved b Owner 03 -01 - 19 PP Y SCALE: 3/8" = I ' TANK LEACHING POOL [mailed to Town of Southold for Review 03 -04 - 19 Site Plan emailed to Owner for Kc\Acw 04 -01 - 19 2" VENT PIPE-� Submitted to 5CDH5 for Review 06 -03 - 19 Issued For Revew 08 -06 - 19 N FINISHED FLOOR Z �, Resubmitted to 5CDH5 for Review OS - 15 - 19 ELEVATION + I G.00' �-BUILDING EXTERIOR w Issued For Revew 08- 16 - 19 m m Plans emailed to Owner for Review 09 -04 - 19 MEP Drawings Issued for Review 09 - 1 1 - 19 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -APPROXIMATE HIGHEST EXPECTED GROUNDWATER ELEVATION +2.30' - - - - - - - - - - - - - - - - - - - - - _ Drawings Issued for Review 09 - 12 - 19 Pland Apprvoed by 5CDH5 02 -04 - 20 Plans Submitted to Town of Southold 02 -06 - 20 21 - 1 " 2' - 0" 39' - 9" 8' - O" 20' - O" 8' - 8" CLEAN-OUT, SEE DETAIL FLOW TO S.T. -d O CD CAST IRON o L, SEWER PIPE 4" DIA. 5DR 35 PVC PITCHED FINISHED FLOOR INV. OUT +9. 1 2' AT I/4'%FT BETWEEN CLEAN- ELEVATION +G.00' OUT SEPTIC TANK - o 0 0 0 0 0 0 0 4" DIA. 5DR 35 PVC PITCHED o 0 0 o N FLOW FROM AT 1/8'%FT BETWEEN SEPTIC o 0 0 0 FUTURE o TANK LEACHING POOL TOI LET ROOMSN 1 � 0 t9 - d b - - (V W � 60 c) m _ _ _ _ _ _ _ _ _ APPROXIMATE HIGHEST_EXPECTED GROUNDWATER_ELEVATION +_2.30' - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPROXIMATE AVERAGE EXPECTED GROUNDWATER ELEVATION ±1 .82' - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DATUMO_0' - - - RESI DEN CESANITARYPROFILE - - - - - - - - SCALE: 3/5" = 1 ' O O O w PL CL PL RIVER5TONE WITH CROWNED TOP �- w o 23' - 0" BACKFILL MATERIAL TO BE #57 - GRAVEL, COMPRESS AS PER PIPE w z z 1 I ' - G" I I ' - G" N/F RALPH NADILE v Q p ! - MANUF. SPECIFICATIONS 1 - ( WASTE LINE FROM U z 5' - G" 1 2' - 0" 5' _ G„ RECENTLY DEVELOPED FIR5T FLOOR 2" VENT PIPE m > o o - 0200-83300-0I 00-00I 001 LIGHTLY COMPACTED 12" 1 = PUBLIC DRINKING WATER ABOVE PIPE = I MAIN WASTE LINE o m WELL COMPACTED IN LAYERS TE5T DO KI N G I TEST DO KI N G 2 TEST DO KI N G 3 z C\jo - _ _ _ UNDER HAUNCHES AT PIPE I I GROUND SURFACE ELEV. + 6.10' GROUND SURFACE ELEV. + 8.70' GROUND SURFACE ELEV. + 12.50' O - - - - - - - - - - - - - - - - - - , - DRIVEWAY EL. +G.83'_ _ _ _ _ _, _ - " FILTER CLOTH OR GEOTEXTILE ) 2' DI DARK BROWN TOPSOIULOAM, DK BRN TOPSOIL, FINE,TRACE DK BRN TOPSOIL, FINE, DISCHARGE PIPE FINE, TRACE OF GRAVEL, 2.0 OF GRAVEL, (TOPSOIL), BRN 2.0 (TOPSOIL), BRN SAND, MEDIUM 2.0' FILTER SOCK AROUND 12" (LOAM)/(TOPSOIL) SAND, FINE, GRAVEL, (LOAM) TO FINE,TRACE OF GRAVEL, (5W) PERFORATED ADS TUBING � � � � BROWN SAND, COARSE TO BROWN/ORANGE SAND, MEDIUM ORANGE/BROWN SAND, MEDIUM - FINE,TRACE OF GRAVEL, (5W) 2'0 TO FINE, TRACE Or GRAVEL, 2,0' TO FINE, 5%GRAVEL, (5W) 2.0' e- ;. ORANGE/BROWN SAND, ORANGE/BROWN SAND COARSE ORANGUbKOWN SAND, COARSE i 2" PERFORATED PIPE IN GRAVEL TRENCH GATE VALVE COARSE TO MEDIUM, 5% 2.0' TO FINE, 5%GRAVEL, (SW) 2'0 TO FINE, 10%GRAVEL, (SW) 2.0' DRIVEWAY SECTION I 1 GRAVEL, (svv), WET ° ° ORANGE/BROWN SAND, COARSE ORANGE/BKOWN SAND, SCALE: I ' = 3/8" C-1 SCALE: 3/4" - 1 1-0" ° .d d ORANGE/BROWN SAND, COARSE TO MEDIUM, 5% 2.0' TO MEDIUM, 20%GRAVEL, 2.0' COARSE TO MEDIUM, 10% 2,0' GRAVEL, (5M, WET (SW), WET GRAVEL, (5W) a BROWN SAND, COARSE TO ORANGE/BROWN SAND, O O LU L PL CHECK VALVE LIGHT BROWN SAND, Q - Q I REINFORCED PRECAST CHIMNEY AS REQUIRED ffi " ` 5% 2•0' 2.0 COARSE TO MEDIUM 2.0 z O °- ° COARSE TO MEDIUM, FINE, 20%GRAVEL, (SW), WET 23 0 - THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE J O U' DRAIN PIPE FROM GRAVEL, (5W), WET L10%GRAVEL, (SW) �- O FINISHED GRADE CAMP13ELL FOUNDRY NO. 1009 FRAME PROPOSED •b ° _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - - _ AND AS SUCH ARE THE PROPERTY OF JM2 - I I ' - G" N/F RALPH NADILE v Q O I 1 G AND COVER/GRATE BASEMENT FIXTURES. FOUNDATION WALL : - LIGHT BROWN SAND, ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE o5' - G" 12' - 0" RECENTLY DEVELOPED °5' - G" NEW 4" DIA. SERVICE a4 : BROWN SAND, COARSE TO p - 0200-83300-0 1 00-00 1 00 1 UNION a . ° (ROD ADVANCEMENT/ 2.0' COARSE TO MEDIUM 10% 2.0' DOCUMENTS IS IN A VIOLATION OF SECTION 7209 FINE, 10%GRAVEL, (5W), WET SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. CAST IRON SANITARY DIRECT PUSH) 5'0 GRAVEL, (5W), WET O c� v PUBLIC DRINKING WATER � DRAIN PIPE PITCHED - - O 8" REINFORCED PRECAST 1/8'%FT. MIN. a.- TAN/ORANGE SAND, COARSE Drawm Tale z O m ST CONCRETE SLAB TOP SEALED COVER g , . = TO FINE, 25%GRAVEL, (5W), 2.0' E (ROD ADVANCEMENT/ O DRIVEWAY EL. +7.00' - - - - - - - - - - _ BASEMENT d : - LIGHT BROWN SAND DIRECT PUSH) _ _ - - 15 RCP, CPP, CLIV FINISHED FLOOR '= ^ ; COARSE TO MEDIUM, 5% 2.0' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° ° WET I F GRAVEL, (51M, WET 51te and 5ani t Detail5i MINIMAL AMOUNT OF :°d 3'-0" 8'-0" DIAMETER y` - 4"`_ 2' - 0" 4" `d a • °. ; ; .p _ d ° °4. = ( OD ADVANCEMENT / BROWN SAND COARSE 3 0 EXCAVATION 3 COLLAR BACKFIL_ °� d_ R T ' MIN. MIN. �TO BE CLEAN SAND OR BANKRUIJ0 °`d e (ROD ADVANCEMENT/ DIRECTP 4.0' TO MEDIUM, 25% 2,0' R " ° 04 Q ° DIRECT PUSH) 3.0 PUSH) GRAVEL, (51M, WET SEAL SIGNATURE: Q PRECAST SOLID WALL RING v - d ° ° Po m d �- BROWN SAND COARSE TO (ROD ADVANCEMENT F DRIVEWAY SECTION 2 2 w O o 0 0 0 o DISCHARGE PIPE ° °: ; 6 ; P;` ; e ° LIGHT BKOWN/TAN SAND, n o a o 0 o PRECAST STORM DRAIN RING Z ° d - COARSE TO MEDIUM, 25% 2.0 MEDIUM, 5% 3,0 GRAVEL, (SW), 2.0 DIRECT PUSH) SCALE: I " = 3/g�� c-I a a a o o ;d a . ; Q ; ; GRAVEL, (5M,WET WET LU FILTER FABRJC SUBMERSIBLE PUMP ,. ; d'P . 9 d'' = ° * I O PL C o 0 0 0 0 (MOTOR HOUSING) O O^ PL Q ° d %` COARSE TO FINE 5% (ROD ADVANCEMENT/ (ROD ADVANCEMENT/ cr �- _ Q o 0 0 0 o CONCRETE FOOTING RING WHEN REQUIRED ;` ° m >` - _ 3.0' 3.0 ' 2.0' o z s I_ o o 0 o PUMP INTAKE : - a a` - ° . _ , DIRECT PUSH) DIRECT PUSH) GRAVEL, (SIM, WET 9 239�5 O O 23 0 BY ENGINEER OR INSPECTOR AND WHEN = °'° ;a ° ;° Thor NEB O O _ BACKFI LL 15 REQU I RED ° " °° '' W z _ z I I G I I ' - G" N/F RALPH NADILE U z - ; °. LIGHT BKOWN/TAN SAND, I RECENTLY DEVELOPED - ° (ROD ADVANCEMENT/ 5CTM# 10 0-88- 2 - 17.5 JM2 PROJECT No: 2018-0126 LU > o o 1 0200-83300-0 100-00 100 I � � `- a°-; °- - COARSE TO MEDIUM, 20% 2.0' NO RECOVERY 2.0' DIRECT PUSH) 3.0' m 1 -0 d GRAVEL, (5W), WET PLANNING No: DATE: OO In U I PUBLIC DRINKING WATER GROUNDWATER 02/06/20 ILL - - - - - - - - - - - - z o - - ' - - - - - _ _ _ DRIVEWAY EL. +7.83' _ UNDERLYING SAND O - - - - _ _ _ _ - - - - AND GRAVEL STRATA BUILDING DESIGNED BY: . TF - - _ - _ - -. _ - - _ - _ _ - (GROUNDWATER ENCOUNTERED (GROUNDWATER ENCOUNTERED (GROUNDWATER ENCOUNTERED 5CDH5 No.: R10-19-0067 CHECKED BY: JM 4.0'BELOW SURFACE) 8.0'BELOW SURFACE) 10.0'BELOW SURFACE) ZBA CASE No: SCALE: As indicated ° END OF BORING: 27'-0" END OF BORING: 27'-0" END OF BORING: 27'-0" TOWN OF SOUTHOLD STANDARD SPECS. STANDARD FOR ALL NEW STORM DRAINAGE POOLS : ° 'a° DWG No: d TEST HOLE DUG 1/29/2015 BY TEST HOLE DUG 1/29/2015 BY TEST HOLE DUG 1/25/2015 BY STORM WATER LEACHING POOL DETAIL SEWAGE EJECTOR PUMP DETAIL LAND, AIR, WATER ENVIRONMENTAL LAND, AIR, WATER ENVIRONMENTAL LAND, AIR, WATER ENVIRONMENTAL SERVICES INC SERVICES INC SERVICES INC DRIVEWAY SECTION 3 3 SCALE: I/4" = I '-0" _ � �� 32 CHICHE SCALE. 1 �� - I -O STER AVE 32 CHICHESTER AVE 32 CHICHESTER AVE SCALE: I ' = 3/8" C-1 CENTER MORICHES, NY 1 1934 CENTER MORICHES, NY 1 1934 CENTER MORICHES, NY 1 1934 631-874-21 12 631-874-21 12 631-874-21 12 CONSTRUCTION PHASE ER05ION CONTROL NOTES Architect of Record: -MUST CLEAR ENTIRE 51TE(NO TREES OR STUMPS ON SITE) PLAN NOTES: -ALL GROUND MATERIAL TO BE REMOVED FROM SITE I . THIS EROSION CONTROL PLAN REFERENCES A SITE PLAN PREPARED BY JM2 ARCHITECTURE, PC. -STRIP TOP 501L AND CUT AWAY OVER FOOTPRIN-OF BUILDING AND DRIVEWAYS \ -CONSTRUCT ONE(1) STABILIZED ENTRANCES GENERAL 5TORMWATER POLLUTION PREVENTION NOTES: HATCHED AREA SHALL BE PRESERVED AS -INSTALL PERIMETER FENCE 51TE DE5CRIPTION:DEVELOPMENT ACTIVITIES FORTHI5 PROJECT WILL CONSIST OF THE CONSTRUCTION OF A PROPOSED I STORY FITNESS CENTER W/MEZZANINE. THE PROJECT WILL INCLUDE 51TE WORK CONSISTING OF: PROPOSED ACCE55 ROAD5 PARKING THROUGHOUT THE SITE; /S2 NATURAL AND SHALL BE PROTECTED DURING -PULL TOP 501L TO NORTH OF 51TE A SEWAGE COLLECTION SYSTEM; A WATER DISTRIBUTION SYSTEM; AND A STORMWATER MANAGEMENT SYSTEM. ALL IMPROVEMENTS ARE TO CONFORM TO STATE, COUNTY,AND LOCAL STANDARDS AND SPECIFICATIONS. R ITECTU REP CONSTRUCTION. -SMALL PORTION OF TOP 501L TO BE LEFT WITHIN DISTRIBUTION AREA FOR LANDSCAPED AREAS GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE' JM2 ARCHITECTURE, PC ' + 14 STOCKPILE LEFT WILL BE PROTECTED WITH SILT FENCE I . INSTALLATION OF EROSION CONTROL MEASURES (SILT FENCE BARRIERS, ROADWAY INLET PROTECTION, CONSTRUCTION ENTRANCE). 24 I 0 NORTH OCEAN AVENUE CONTRACTOR SHALL I NSTALL A TEMPORARY -CONSTRUCT BERM ON NORTH SIDE WITH DRAINAGE AND SOIL EROSION PROTECTION 2. GRADING OF THE PARKING AREAS AND BUILDING SURFACES. SUITE 300 CONSTRUCTION FENCE AROUND TO REMAIN DELINEATING AS PER TOWN OF SOUTHOLD REQUIREMENTS 3. INSTALLATION OF DRAINAGE STRUCTURES, SANITARY AND WATER LINES. FARMINGVILLE, NY, 11738 + 13 THE CLEARING LIMIT. FENCE SHALL BE INSTALLED PRIOR TO T 1 631.320.3305 FI 631 .320.3307 4. INSTALLATION OF REMAINING EROSION CONTROL MEASURES (INLET PROTECTION). THE COMMENCEMENT OF ANY WORK.+ 12 5. EXCAVATION OF BUILDING FOUNDATIONS AND CONSTRUCTION OF BUILDINGS. + 14 G. PAVING OF THE PROPOSED DRIVEWAY AND PARKING AREAS. Applicant: � � � � 7. INSTALLATION OF LANDSCAPING. pp \ + 1 1 8. REMOVAL OF THE EROSION CONTROL MEASURES. James Moore Riverhead, NY \ S GENERAL NOTES: 631-484-4044 I . THIS EROSION CONTROL PLAN 15 BASED ON A DESIGN BY JM2 ARCHITECTURE, PC 2. THE ABOVE CONSTRUCTION SEQUENCING 15 REPRESENTATIVE ONLY, REFER TO THE CONTRACTOR'S M RE RE MEASURES TO BE INSTALLED AS THE APPLICABLE 5TORMWATER MANAGEMENT PRACTICE 15 INSTALLED.CONSTRUCTION SCHEDULE FOR MORE DETAILED INFORMATION OF THE SEQUENCING OF EVENTS. Architect C Record:30„ MAP OF CEDAR BEACH PARK FILED MAP #90 41 3. ALL EROSION CONTROL A JM2 Architecture, PC + 14 / / 7 ® � ' _ ( ®�� �\ 4. ALL 5TORMWATEK MANAGEMENT PRACTICES ARE TO RECEIVE A FINAL CLEANING FOLLOWING THE COMPLETION OF CONSTRUCTION TO ENSURE PROPER FUNCTIONING, farmi2410 North Ocean Ave, Suite 300 _ + 10 N/F TINGSUS D JOHNS 5. LOCATIONS OF WORK-RELATED ITEMS - INCLUDING STOCKPILES, CONCRETE WASHOUTS,STAGING AREA, ETC-ARE SCHEMATIC ONLY AND ARE TO BE DETERMINED BY THE CONTRACTOR AT THE TIME OF CONSTRUCTION. THE CONTRACTOR 15 TO EMPLOY EROSION CONTROL G31-3 vl - 0 11738 EXISTING DWELLING MEASURES AS APPROPRIATE FOR ALL ITEMS. 631-320-3305 0200-83300-0100-010003 +S PUBLIC DRINKING WATER SITE DATA: S U rveyo r SITE AREA: 2.1928 ACRES Neil Grange �9, AREA OF DISTURBANCE: 1,8725 ACRES PO Box 893 +8 SILT FENCE LOCATION; SEE DETAIL 501L CLASSIFICATION: DK BRN TOPSOIL, FINE,TRACE OF GRAVEL, (TOPSOIL), BRN SAND, FINE, GRAVEL, (LOAM); BROWN/ORANGE SAND, MEDIUM TO FINE, TRACE OF GRAVEL, (5W); BROWN SAND, COARSE TO FINE, 207o GRAVEL, (5W), WET;TAN/ORANGE SAND, COARSE TO Syosset, NY, 11751 FOR MORE INFORMATION. FINE, 25%GRAVEL, (5W), WET 5 16-299-6666 E ( ®-1 - HATCH AREA INDICATES LOCATION OF POLLUTION CONTROL MEASURES: / ,' PROPOSED POOL HOUSE IN ACCORDANCE WITH THE PROVISIONS OF THE U5EPA GENERAL PERMIT, STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: + 15 / � i I � � � STRAW BALE. SEE DETAIL FOR MORE INFO. FI R5T FLOOR EL + 1 2.50' 'PELLICANO WOODS' FILED MAP # / ' ' ' �� I \ A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS)AND SHALL REMAIN UNDISTURBED. I OOG9 / �' ,' f I - - B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREA5 ARE EXPOSED. A MAXIMUM OF 5 ACRES SHALL BE DISTURBED AT ONE TIME UNLESS WRITTEN PERMISSION 15 GRANTED BY THE ( � 1 +7 NY5DEC. GRADED AND STRIPPED AREAS SHALL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH THE SOIL CONSERVATION SERVICE RECOMMENDATIONS, N/F JANINE BAKANIC SOIL BO�;ING LOCATION 3; 4F ' I \ / - ` C. BARE SOILS SHALL BE SEEDED WITHIN 14 DAYS OF EXPOSURE, UNLESS CONSTRUCTION WILL BEGIN WITHIN 21 DAYS, AS SECTIONS ARE COMPLETED, OR IF CONSTRUCTION ON AN AREA IS SUSPENDED, THE AREA SHALL BE SEEDED IMMEDIATELY. EXISTING DWELLING / GROUNDWATER DETECTED @ EL. 2.95'1 PROPOSED 20' x 40' POOL I � \ a. SEED PREPARATION -SCARIFY 501L IF COMPACTED, REMOVED DEBRIS AND OBSTACLES SUCH AS ROOTS AND STUMPS. 0200-83300-0100-002000 , t TO BE FILED UNDER I _ _ _ b. 501LAMENDMENT5 Project Name PUBLIC DRINKING WATER , SEPARATE APPLICATION SILT FENCE TO BE MAINTAINED AT TOE OF STOCKPILE 1. LIME TO PH 6.0 + 15 / ,' 2. FERTILIZE WITH 6600 LBS. OF 5-10-10 OR EQUIVALENT PER ACRE(14 LDS,/100 5Q. FT.) Moore Res I d e n se --- , , ") ®� / \ \ \ c. SEED MIXTURES +G 1.TEMPORARY SEEDLINGS d. RYEGRA55 (ANNUAL OR PERENNIAL) @ 30 LDS. PER ACRE(0.7. LBS PER 1,000 5Q. FT.) A- \ _ _ _ s e. CERTIFIED"AROO5TOOK'WINTER RYE(CEREAL RYE) @ 100 LBS, PER ACRE(2.5 LB5. PER 1,000 SQ. FT.). USE WINTER RYE IF SEEDING IN OCTOBERINOVEMBER. Protect Address MOVE TOPSOIL FOR FUTURE LANDSCAPING USE �'20 1. PERMANENT SEEDLINGS-SEE LANDSCAPING PLANES SHEETS 25-29 STOCKPILE. PROVIDE A BURLAP SOIL EROSION /b'40, D. LAND GRADING, INCLUDING STOCK PILES, SHALL BE IN ACCORDANCE WITH SECTION 5B- PERMANENT STRUCTURAL MEASURES FOR EROSION AND SEDIMENT CONTROL OF THE 2016 DUE BOOK: NEW YORK STATE STANDARDS AND S PECIFICATIONS FOR EROSION AND 13445 Main Bayvlew Rd, + 14 PROTECTION SYSTEM FOR TIMES OTHER THAN !'li SEDIMENT CONTROL, EXPOSED SOILS SHALL BE SEEDED WITHIN 14 DAYS OF EXPOSURE (SEE NOTE Q.THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. 5outhold, NY 1 1971 PLANTING SEASON. ( +5 E. SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. SEDIMENT BARRIERS, INCLUDING BUT NOT LIMITED TO SILT FENCE AND/OR HAY BALES, REMOVE USABLE TOPSOIL AND ��` ; I SHALL BE INSTALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE START OF THE CONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION 15 COMPLETE. Protect Type -----_-/ ____. ,- ( _ STOCKPI KE FOR FUTURE O �\ F. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE 15 (LANDSCAPING USE. LOAD UNUSED �? �, I ^O' PERMANENTLY STABILIZED. ANY SEDIMENT TRACKED ONTO PUBLIC ROADS TO BE REMOVED OR CLEANED ON A DAILY BASIS. New 5In9Ie family + 13 / _ - _ PROPOSED I -STORY - �� ( TOPSOIL AND USE AS 4" TOP BASE p-o�� I G. ALL RUNOFF SHALL BE RETAINED ON-51TE IN ACCORDANCE WITH LOCAL REGULATIONS AND APPROVALS. DRAINAGE INLETS INSTALLED ON-51TE SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF APPROPRIATE INLET E2-CAR GARAGE ( I �, �� ! l I PROTECTION. Re5ldenCe / FIRST FLOOR EL + 1 2.00' p j \STORAGE BARN H. THERE WILL BE WATER MIST SPRAYING AS REQUIRED TO CONTROL DUST DURING EARTH MOVING OPERATIONS, DUST CONTROL DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 5A-TEMPORARY STRUCTURAL MEASURES / �� - PROPOSED 2-5TORY FIRST FLOOR EL +G.50, I FOR EROSION AND SEDIMENT CONTROL OF THE 2016 DUE BOOK: NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. THE APPLICABLE PRACTICES SHALL BE MAINTAINED UNTIL ALL DISTURBED AREAS ARE STABILIZED. Revisions 4Q / _ , SINGLE FAMILY RESIDENCE 4 p / -W/ BASEMENT-' I I MENT BARRIERS AND OTHER ER0510N CONTROL MEA5URE5 SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. FOLLOWING PERMANENT STABILIZATION, PAVED AREAS SHALL BE CLEANED OF Issued For Review 12 - 12 - 18 I SEDIMENT _ - 0 \� SOIL BORING LOCATION 1 ; `� I I SOIL AND DEBRIS AND DRAINAGE SYSTEM SHALL BE CLEANED AND FLUSHED AS NECESSARY. Preliminary Drawings Approved by Owner 03 -01 - 19 - BASEMENT F.F. EL +G.00 1 GROUNDWATER DETECTED EL. 2. 10 1 ` I I J. DURING CONSTRUCTION,THE CONTRACTOR WILL COMPLY WITH ALL LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE; DEBRIS;TOXIC AND HAZARDOUS WASTE; AND SANITARY SEWER AND SEPTIC SYSTEM Emailed to Town of Southold for Review 03 -04 - 19 `L FIRST FLOOR EL + I G.00 @ I { + 12 -a� / ( I 1 f I j REGULATIONS.TEMPORARY FENCING SHALL BE ERECTED AROUND THE PERIMETER OF THE SITE ALONG WITH THE PLACEMENT OF DUMPSTERS TO CONTROL THE BUILDUP OF DEBRIS.THE CONTRACTOR SHALL PERIODICALLY CLEAN UP ANY i - SECOND FLOOR EL +28.00' k ' I Site Plan emailed to Owner for Review 04 -01 - 19 ' �. 1 - - - - ` 1 HATCHED AREA SHALL BE PRESERVED AS DEBRIS ACCUMULATED ALONG THE TEMPORARY FENCE AND EMPTY THE DUMPSTERS REGULARLY. Submitted to SCDHS for Review 06 -03 - 19 MOVE I\O� iol TO - - - .\ / USE A5 4° ; SOIL NATURAL AND SHALL BE PROTECTED DURING REGULATORY REQUIREMENTS: Issued For Review 08 -06 - 19 \ / ' - , _ - CONSTRUCTION. A. THE OWNER OR OPERATOR OF A CONSTRUCTION ACTIVITY SHALL NOT DISTURB GREATER THAN FIVE(5) ACRES OF SOIL AT ANY ONE TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE DEPARTMENT . AT A MINIMUM,THE OWNER Resubmitted to SCDHS for Review 08 - 15 - 19 3 / SOIL BORING LOCATION 2; - _ ` 2�p , GROUNDWATER DETECTED @ EL. 0.70' __-'-- - ( ® � `� �� I OR OPERATOR MUST COMPLY WITH THE INSPECTION REQUIREMENTS OF SECTION II.C.3 OF THE STORMWATEK PERMIT IN ORDER TO BE AUTHORIZED TO DISTURB GREATER THAN FIVE(5)ACRES OF 501L AT ANY ONE TIME. Issued For Review 08 - 16 - 19 CONTRACTOR SHALL INSTALL A TEMPORARY B, PRIORTO THE COMMENCEMENT OF CONSTRUCTION ACTIVITY,THE OWNER OR OPERATOR MUST IDENTIFY THE CONTRACTOR(5)AND 5U5CONTKACTOR(5)THAT WILL BE RESPONSIBLE FOR INSTALLING, CONSTRUCTING, REPAIRING, Plans emailed to Owner for Review 09 -04 - 19 , CONSTRUCTION FENCE AROUND TO REMAIN MEP Drawin s Issued for Review 09 - 1 1 - 19 MOVE TOPSOIL FOR FUTURE LANDSCAPING USE INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL PRACTICES; AND THE CONTRACTOR(5)AND 5UBCONTPACTOR(5)THAT WILL BE RESPONSIBLE FORTHE CONSTRUCTION OF ALL PO5T-CONSTRUCTION g / + I I STOCKPILE. PROVIDE A BURLAP E501L EROSION - i, I DELINEATING THE CLEARING LIMIT. FENCE SHALL 5TOKMWATER MANAGEMENT PRACTICES.THE OWNER OR OPERATOR SHALL ENSURE THAT AT LEAST ONE TRAINED INDIVIDUAL 15 ON SITE ON A DAILY DA515 WHEN 501L DISTURBANCE ACTIVITIES ARE BEING PERFORMED. Drawings Issued for Review 09 - 12 - 19 PROTECTION SYSTEM FOR TIMES OTHER THAN ® � - - _ _ _ ` / i ) BE I NSTALLED PRIOR TO THE COMMENCEMENT C. AN OWNER OR OPERATOR OF THE CONSTRUCTION ACTIVITIES DESCRIBED IN SECTION IV.0 SHALL HAVE A QUALIFIED INSPECTOR CONDUCT SITE INSPECTIONS IN CONFORMANCE WITH SECTION IV.C.2 OF THE 2010 5TORMWATER PERMIT. Pland A rvoed by SCDHS 02 -04 - 20 PLANTING SEASON. ' ,� �� ® I OF ANY WORK. THE QUALIFIED INSPECTOR IS RESPONSIBLE FOR INSPECTING ALL ASPECTS OF THE 5TORMWATER POLLUTION PREVENTION PLAN DESCRIBED IN SECTION IV.0 AND FOR PREPARING AN INSPECTION REPORT SUBSEQUENT TO EACH AND Plans Submitted to Town of Southold 02 -06 - 20 \ SILT FENCE TO BE MAINTAINED AT' TOE OF STOCKPILE EVERY INSPECTION IN ACCORDANCE WITH SECTION IV.C.4. D. AFTER THE PROJECT IS COMPLETE,THE OWNER OR OPERATOR WILL BE RESPONSIBLE FOR FILLING A NOTICE OF TERMINATION OF CONSTRUCTION ACTIVITIES WITH THE NY5DEC TO CLOSE OUT THE OPEN 5PEDE5 PERMIT FOR 5TORMWATER RUNOFF FROM CONSTRUCTION ACTIVITIES. + 10 \ CONCRETE WASH-OUT AREA\W1 SIGN. ACCESS FROM_ THE SOUTH. / POST CONSTRUCTION 5TORMWATER MANAGEMENT PRACTICES: ` +G /� A. THE POST-CONSTRUCTION 5TORMWATER MANAGEMENT PRACTICE THAT WILL BE CONSTRUCTED AS PART OF THIS PROJECT 15 A RETENTION/INFILLTRATION SYSTEM. INLETS PLACED AT GRADE WILL DIRECT WATER INTO THIS SYSTEM TO�l , BE STORED AND INFILTRATED BACK INTO GROUNDWATER THROUGH THE PROPOSED PONDS AND DRYWELLS. REERTO THE PLANS BY JM2 ARCHITECTURE, PC FOR INFORMATION REGARDING THE CALCULATIONS FOR THE 5TORMWATER \ �G W\ �� N/F RALPH NADILE MANAGEMENT SYSTEM. RECENTLY DEVELOPED/ NEW DWELLING B. THE DRYWELL RETENTIOWINFILLTRATION SYSTEM WILL REQUIRE PERIODIC MAINTENANCE TO ENSURE ITS PROPER FUNCTIONING.THI5 MAINTENANCE WILL CONSIST OF CLEANING AND REMOVAL OF GARBAGE AND DEBR15 FROM INLETS; AND REMOVING SEDIMENT AND DEBRIS BUILDUP FROM THE DRYWELL5 AND RECHARGE BASIN. 'PO,o �� // 0200-83300-0 100-00 100 I �OSF� PUBLIC DRINKING WATER C. THE OWNER I5 RE5PON50LE FORTHE MAINTENANCE OF ALL ON-SITE 5TORMWATER MANAGEMENT FEATURES, N/F ROBERT CELENTANO ` O 'PO,o0 CONSTRUCTION ENTRANCE TO CONFORM WITH NY5 DOT SHEET 209-05: VACANT +9 O 1. MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS. 0200-83300-0 100-0 17007 OSF�. T� �Fc 04 / 2. A 30' WASH AREA SHALL BE PROVIDED. ADDITIONAL GRADING MAY BE REQUIRED TO PROVIDE WASHING AREAS. PUBLIC DRINKING WATER �\ GqS F'P� \p�/ 2� 3. PROPOSED DRAINAGE PIPES SHALL BE SIZED WITH SUFFICIENT CAPACITY TO CARRY DITCH FLOWS, ALTERNATE WAYS OF TRANSPORTING DITCH DRAINAGE ACROSS CONSTRUCTION ENTRANCES MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL BY THE ENGINEER. PARE ND OTH NAL GROUND 5. ALL WORK T4. THE O CONSTRUCT CTOR SHALL TIMEDE TO STAABILIIZZED ENTRANCE,OINCLUDING II GRADING, DRAIINNAGE PIPE, EXCAENT Off G"OF#3 CRUSHED VATION, FILL, G OTEXTI EONE OR AND CRUSHHEDLSTONE OR GRAVNCE E 1 SHALL BE INCLUDED IN THE UNAL UP TO THE EDGE Of IT PRICE BID. SILT FENCE LOCATION; SEE DETAIL \ FOR MORE INFORMATION. `\ '�'/tz41C i HATCH AREA INDICATES LOCATION OF STRAW BALE. SEE DETAIL FOR MORE INFO. V' , a 1 �� A / / ,' / N2/0 � // ER0510N CONTROL 51TE PLAN g,go°F /'/ // �' ��' " TYPE EXITNG PW1905EP TO GErEMm // 5rI2!NENrCONTAINWNrAFi A 5CALE: 1 ii - 20' / ' MOr�dTA[^L) GiEKP�,CE"h'I!"!,} lr11N. FxlStl`d:rPA1�Er',ErIT 1 -Q MIN. CLM INLET PrOTECT1ON rn VJOOp SEpIMENTGONTr'OLof IIII P.N.6 r OF 2"To�, ��' r.AM FILL ME5H FEINFOraW A1"prAINAGIr INLETS arnT-'ATE 0/EFLENGTH 1 / ^ / / NO!fWO¶fE.l CIF NECE55AFY) C30UNp I3AwES PLACEt? 5ILT FENCE w,`7 t�1n>�OF Er,rPANCE �ipr , C-1 / / / � ' ��� F'OFIL. WIN ON FENCE ON CONTOLP, CON5TFUCTION ENTI'..ANCE / � GEOTEXTILE � h� ANGLE FIr5T 5TPK1:f01&A:p5 TENL MFY 5FEPINC, �'-0"A,h� N / / /, /�' M\-VIOU�.Y LAID GALE, I ANp MLLCHING TEST BORING I TEST BORING 2 TEST BORING :3 / /' , , , , TOE OF 5LOrE , , = EpGE OF rAVEM%f GROUND SURFACE ELEV. + 6.10' GROUND SURFACE ELEV. + 8.70' GROUND SURFACE ELEV. + 12.50', / ' c / CNIMTE C", DARK BROWN TOPSOIULOAM, DK BRN TOPSOIL, / / / , , k , � .� - i _ EXI, INC GPAGE / t OF { C FINE TRACE DK BRN TOPSOIL FINE / � � 2 FINE,TRACE OF GRAVEL, 2.0' OF GRAVEL, (TOPSOIL), BRN 2.0' (TOPSOIL), BRN SAND, MEDIUM 2.0' _.... .__�_. : I ECGE GF -�- I - i / CONCI. S 51PWiA.K o :� ,r} (� ExiSriNcpA�TtdErar 1- _ ' -_ID_ (LOAM)/(TOPSOIL) SAND, FINE, GRAVEL, (LOAM) TO FINE,TRACE OF GRAVEL, (SW) - / BROWN/ORANGE SAND, MEDIUMice. BROWN SAND, COARSE TO ORANGE/BROWN SAND, MEDIUM // / , 4 -��-i i -;-II n- , ►I f r,, _ / f__-_____ -(2) k -13ApS Or,2"all WDOp 2.0' TO FINE, TRACE OF GRAVEL, 2.0' - - 2.0' ^ , - -'i _, - _- / _-.----- 5TAI(E5 rLACf p L5` TO 2.0 IN HAY PA'ES / _ - -FINE,TRACE OF GRAVEL, (5W) (SUM TO FINE, 5 GRAVEL, (5W) - 2 //� / '/ / ''+ . _ - _- GrtJUNp,prEVE�TAYES FLUSHI PLAN yi. �_ EXCAVATE,PUPY 5ILT FENCE f � - P7 ORANGEOROWN SAND, / / ' ' FAMIC,ANp PAaFII,L/ C0MrAC_T rtpplNG WING PET& TAIL WTH TOP OF GALE, UtILITY PD'LE ORANGE/BROWN SAND, COARSE OKANGE/BROWN SAND, COARSE C-1 / /'' // // ' ' EXCAVATEp EArM , -` COARSE TO MEDIUM, 5% 2.0 TO FINE 2.0 TO FINE, 10%GRAVEL, (5W) 2,0 / ' GRAVEL, (SW), WET , 5%GRAVEL, (SW) 51'AI31L1 �n C 11�UC�1 sILTFENCE�C11DN v��Es ORANGE/BROWN SAND, ORANGEBROWN SAND, COARSE ORANGE/BROWN SAND, k, Z ON5 ON FNTRANC� 51TAW13ALE 12 T1& PMNAGE LINE COARSE TO MEDIUM, 5% 2.0' TO MEDIUM, 20%GRAVEL, 2.0' COARSE TO MEDIUM, 10% 2.0' / / ' NOT TO 5CALE NOT TO 5CA.E Vt✓ATEr MAIN GRAVEL, (5W), WET (5W), WET GRAVEL, (SW) I, 5ILT FENCE A5%WLIE5 SWLL PE PLACED A MINIMUM OF 5,0 FEET FFOM I,M3 HALL 5 S (3E FLACEP AT THE TOE OF A SLOE Or ON THE CONTOUP THE TOE OF SLOrE, 10.0 FEET rlTFEI?f�p,TO PrOVVE,A17EOLRTE AAA FOP MP IN TI'C rOW WTri FW5 TIGHTLY VUT11N6 THi ADJACENT PALE5,t7rJtINAY',iE NIT MAIN LIGHT BROWN SAND, BROWN SAND COARSE TO ORANGEBROWN SAND, / , tiz-.�,, C t4'ti h'.!.fr"tt Ck;,,t.^ / / = "�':= a`vti P „"� r i r.PE PCP 100 FEET OF 5Tr.AW P&E FOr 5LOPE5 COARSE TO MEDIUM 5% 2.0 2,0 COARSE TO MEDIUM 2.0 5EpIMEN 5TOPAGE ANP FACILITATE MANTENANCE OF 5WIMENT CON AINWNT AJ?r.A SHALL PE t�D MOrE THAN I/rI A� FINE, 20%GRAVEL, (5W), WET / / I "': ": AAA LESS THAN 25i - ANIrApY SE~ GRAVEL, (SW), WET L10%GRAVEL, (SW) N _ - ;5,AVIN,K"e, 2.5ILT FENCE GEO CXTILE MATEt'IALS SHALL LSE EITI IEr rOLY-FILTEr X. MIDI IOOX• 2.EACH r3&E,SHALL t%E EW3N212 p IN THE 501L A MINIMUM OF(4) INCFIC5 ANp PLACED HE E DRAWINGS ARE AN INSTRUMENT OF SERVICE, - - - - - - - - - - - - - - - - - �^ / ' / �' ,' W'74N�sIN ti,. x+g 5ANITMY MANHOLE o AND AS SUCH ARE THE PROPERTY OF JM2 5TADLINI'.A 1140M,Or FFOM CLM,, NT NEW YOrli STATE PFP 3 MW OF T}'.AN5rOFTATION, SO TIC 1311\101%5 APT H00ZONTAL. LIGHT BROWN SAND, / / // �/ ' Ft NU .,rM,FN -�q,. „ ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE BROWN SAND, COARSE TO a r„,,,.., Mir 'h '�.PDST MAY C3E 2 x2 (MIN) HAPp�lDDp Dr 2 x�I (MIN) 50FTWOOp,r05T5 3.3ALE5 51ALL 1.3C 5ECUTLY ANCHM12 IN PLACE PY EITHFf VNC WOO19 STAKES Or FAT,HYMAJ r �Q 2.0 COARSE TO MEDIUM, 10% 2.0 / / , / ? 115, ;{; r;V6ruIH- (ROD ADVANCEMENT/ ( / % h h-rr,kx. cL�vAnOr� r , DOCUMENTS IS IN A VIOLATION OF SECTION 7209 5.0 FINE, I 0%GRAVEL, SW), WET // / / � "�:CsU.,��-._,4;,Yrr�c„E�z�:,ir:� 5HA1.L GAG 13V SPAGEp AT �}.0 FEET Or b,�FE1rT AN;7 MAY Or Nlr'-�Y NOT rEQUIrE f�C3AJ?5 prl�N TN�.OUGH`T}� C3ALE,THE FIr5T STAKE 1N EAtirli E3P��E SHALL PE t7°"r.IVEN DIRECT PUSH) GRAVEL, (5W), WET / /' ./ / / A�,La4r.-»hlr/-_" cL �r:.r, ME5H 9-:INFOPCEMENTA5 PEI;Ti-f N W YOM 5TAS PEPAK'TMENTOF 11MN5POrTATION TO''AAPFp THE PrEVIDUSLY LA12 C3ALE AT AN PNGLE TO FOFCE THE 13ALF5 TOGETHEP. CATCH M51N SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. // CP055�rcTICN AFPrO\/Ep LI5T OF GCO-5YNTHETIC5 FOP H!GH CON5TrUCT10^J, 59KE5 SHALL CAE CENTS P ANp PrIVEN FLU5H 1AMI EACH PALE, TAN/ORANGE SAND, COARSE / �' r'osrs 4.THE A'PPOVEP L15T OF 51LTMKIICE GED-TEXT1LE MATEFIAL515 AVAILA3LE UrON 4. INcf� CTION5 SHALL 9- FrTQUFNTANP MAINTENANCE SHALL PE FPOVIpED ANt?rCPAr OP 1?Mr1L/ MIA COVED (Q Drawing Title TO FINE, 25%GRAVEL, (SW), 2.0' (ROD ADVANCEMENT i / /' ;//� sTEp I srp z ML LE5T Ar Tov�v CIF ISLIP ENiINEErING r7EPAJ T�r1,ENT, rEPL_ACEMENT 1ALL 13E rw�Ar��rroMPnY As r> Du'.�Ep,SEpI,^�ENr SHDL-p PE LIGHT BROWN SAND, WET DIRECT PUSH 3 0 / G y,E �,' ,h 1 3 5.5EPIn^ENT SHALL vE rEMOVE19 WHEN ACCUMULAVON I cACHE5 ONLy_HALF OF Tit F1MOVEP VM,%If MACHE5 A 17EPTH OF ONE-HA.F THE PAL. [f-lafr, pPYA-t1L / INLET O }- 5ite COARSE TO MEDIUM, 5% 20' ) +8 �, W� / A t3 WA%1`117 HOA Iff,5FPIMEW SHALL PIE I�15"D5Ep of COY THE CONTrACTOr A5 UNSU?TAr3LE 5,[3&1E5 SWaLL C✓E f1_MOVEP AT THE COMUT10N QF THEI,U5EFUL LIFE 50 A5 Er051on COn►prol Plan GRAVEL, (5M, WET _ I ,' / / - +7 5rA"L� �Sr�r�E MATERIAL. NOT TO IMPCOE 5TOrM FLOW or PZAAINA�E. cONTour -�` BROWN SAND, COARSE 3 1 5,AFLE SrApLF fV,115T 1005r5 TOG 1NEi2 b ER� r . AFTMOVAL,THE AMA F3EN',1ATH 5ILT FENCE 5HA1.L�E f5TDKEp TO IT5 OrIGII\IAL b,MTEI?T MOVAL,THE AFCA 3ENEATH THE PALE5 91N L M RE5T0rFP TO THE (ROD ADVANCEMENT/ C-1 I ° °' // / , 5TATE OPIGINAL STATE !�nDetallSI (ROD ADVANCEMENT/ DIRECT PUSH) 4 0 TO MEDIUM, 25% 2,0 �E° / TEMr.SEpLMiENTl3ASIN DIRECT PUSH) 3•0 GRAVEL, (SW), WET _ +g o �o0 iD o STABILIZED CONSTRUCTION 0 5 p� Grp � L SEAL SIGNATURE: °� °0,�-ENTRANCE, SEE DETAIL Lmo -.�,u.. „� ,BRED C BROWN SAND COARSE TO (ROD ADVANCEMENT/ �' nu, ° ° 5TAr!r 5TA'LE oo`� �5 L -< ��--�' oo°�Qo ooQc�� ! 5fcrm cur s Ay ��� LIGHT BROWN/TAN SAND, 3.0' � °� ���6 ° o °', r�I�,�4_rr�nYs! wit COARSE TO MEDIUM, 25% 2.0' MEDIUM, 5%GRAVEL, (5W), 2.0' DIRECT PUSH) D0 C ' GRAVEL, (S\M, WET WET o 9s0° O r.El�!`OI'CED GORM 0 -6 `� 51��` ��NC� P�`&5 OF�ONai-o�FLOwPOr'T5 * k �i (ROD ADVANCEMENT/ LIGHT BROWN SAND, (ROD ADVANCEMENT/ COARSE TO FINE, 5% ° o ,r DIRECT PUSH) 3 0 DIRECT PUSH) 3'0 GRAVELS WET 2.0 CD GRAVEL TRUCK EGRESS , � :� ® s9 Q2 39A5 ABLE ��of NEB�° 4. ° tYrE R A'+AEI"AUrd I7RAltaq;�AAA-}!, 4 t 91,r rM.-c TO K 2 FOOrCCJAtfNI4Mr MA r� LIGHT BROWN AN SAND n Tv 13 M'M1v!!,d .1 GPA 1,� fA I ACk GNA1PJ LINK FENCE r,�, NTrV FD Ar i (ROD ADVANCEMENT/ ros;5 rt�E of sr�Kr�LE z. COARSE TO MEDIUM, 20% 2.0' NO RECOVERY 2.0' 3.0' 2"X4''Fp,AN.ri TOP Ft.EVAI1OIv ��� I G1 WI%5Tl;P5 5CTM# 1000- 8- 2 - 17.8 JM2 PROJECT No: 2018-0126 DIRECT PUSH) c>, s.;,l w�;a IMPE�1EAt3 E . GRAVEL, (S\M,WET "`� c�'..aul/nLEa. �-vAAa'FCI ^. . �` >��>� � , M �EE11NG.MiN. a o AIDEN LANE I0ML5,11XK �^ +' 1 f .,xa ( ,-�` PLANNING No: DATE: 02/06/20 C401'-1 -fOt'ELEVArON �n' r��1`i 25'-0" R.O.W. ' - - , ;Ir r ; 5toxrM INLET BUILDING No: DESIGNED BY: TF �I�✓iCN ELEVA,t;Gid o 5TC)CKpILE TO DE I NOfCN ELEVATIOI RAN GROUNDWATER ENCOUNTERED (GROUNDWATER1 ,. A _ 11 9-IfWCA N �vnr�ArTEr T ;y 18"MIN S.IrFiLn", r7AvSorEXf'tY.� ( ENCOUNTERED (GROUNDWATER ENCOUNTERED A O NAL�NG5;�;h {' 7LTFENr.ETt�c �_� I �;� � GE�7rExnLE -� SCDHS No.: RI0-19-0067 CHECKED BY: JM 4.0'BELOW SURFACE) 8.0'BELOW SURFACE) 3.0'BELOW SURFACE) '`'"'r'` 1:1 Gy FLATTI?5, 0 I'll,MIN R CAA.CHAIN LINK TOE or%OCI TILE END OF BORING: 27-0" END OF BORING: 27-0" END OF BORING: 27-0" OPO 1�cF FEr. E Try, ZBA CASE No: SCALE: I" = 20'-0" gay) cn A • 'g� s\ O ' DWG No: WOVEN 5LITF ILM TEST HOLE DUG 1012010 BY TEST HOLE DUG 1/29/2015 BY TEST HOLE DUG 1/29/2019 BY AccEsfiFr?�,; Q O EorExnLE 18' Irro��orrin LAND, AIR,WATER ENVIRONMENTAL LAND, AIR, WATER ENVIRONMENTAL LAND, AIR, WATER ENVIRONMENTAL Qj f yrr AA 1 IVETrIC VIE'w r4lr rich _ SERVICES INC SERVICES INC SERVICES INC MAI 32 CHICHESTER AVE 32 CHICHESTER AVE 32 CHICHESTER AVE �P `� CENTER MORICHES, NY 11034 CENTER MORICHES, NY 1 1934 CENTER MORICHES, NY 1 1934 631-874-21 12 631-874-21 12 631-874-21 12 CONCP\M WA5HOUf 5MMM C0NTPU A1' PMIWA lUf5 51'09PIL.F ROTC110N aML PANPY CUM SACK 5MCIFICA110N5 Architect of Record: 4RCJM2��ITETU REpc JM2 ARCHITECTURE, PC 24 i 0 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11736 T I G31.320.3305 F1 G31 .320.3307 Applicant: James Moore Riverhead, NY G31-484-4044 Architect of Record J M 2 Architecture, PC 2410 North Ocean Ave, Suite 300 Farmingville, NY, 1 1738 G31-320-3305 t` cJ U rveyor: Neil Grange PO Box 893 t 5yo55et, NY, 11791 5 16-299-G666 n- Project Name Moore Residence 4 Y `4 K Pr 3`A � aject Address 13445 Main Bayview Rd, Southold, NY 1 1971 Project R t y rojec Type n New Sin le Tamil Residence P\evi51on5 155ued For Review �12 - 12 ._18 n . j Preliminary„Drawings Approved by Owner 03 01 i 9 f Emailed to Town of Southold for Review 03-04 - 19 Site Plan emailed to Owner for Review 04 01 - 19 Submitted to 5CDHS for Review 06-03 - 19 155ued For Review 08 OG 19 Resubmitted to 5CDH5 for Review 08 15 19 Issued For Review OS- I G - 19 Plans emailed to Owner for Review 09-04 - 19 nw r MEP Drawing5155ued for Review � 09 - I I - 19 Drawings 155ued for Review 09- 12 - 19 Pland Apprvoed by 5CI)h5 02 -04 -20 `r Plans 5ubmitted to Town of Southold 02 -OG - 20 kfR,' , n S irtYF 9q L i rma iY t. i Y sQ b: u THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW, Drawing Title Location an SEAL SIGNATURE: 3 A� SITE LOCATION PLAN s�qT a239a5 -Ak SCALE: 1 " 80' o� NEB 5CTM# 100 -88 2 - 17,8 JM2 PROJECT No: 20I M 12G PLANNING No: DATE: 0210G120 BUILDING No: DE51GNED BY: TF SCDH5 No.: R 10-19-OOG7 CHECKED BY: JM ZBA CASE No: SCALE: I" = 80-00 DWG No: Architect of Record: CRAWLSPACE VENTILATION (R408. 1 ) PROVIDE CRAWL5PACE VENTS WITH TOTAL AREA OF ONE (1 ) SQUARE FOOT PER 1 ,500 SQUARE FEET 1 2 OF CRAWL SPACE AREA, ONLY WHEN U51NG A CLA55 I VAPOR RETARDER MATERIAL. .--r,,,- A-7 A-7 CRAWL SPACE AREA = 140 SQUARE FEET ' ' I � I Jiv a THEREFORE (I 40 / 1 ,500 = 0.00 SQUARE FEET OF CRAWL5PACE VENTILATION REQUIRED. 2 uw I I I G"H x 8" W VENT OPENING PROVIDES (51 5Q.IN.) 0.35 SQUARE FEET A- .2 N 0.09 / 0.35 = 0.2G OR I VENT REQUIRED, 2 PROVIDED p ' ' RC I T E G T U R E P� � Q " 57' - 5" USE SMART VENT MODEL NUMBER 1540-5 I O O = I , JM2 ARCHITECTURE, PC Qz , 18' - I O" 38' - 7" 71- 2410 NORTH OCEAN AVENUE 27' - 10" / - - - ii - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SUITE 300 �,, i i -o - FARMINGVILLE, NY, 11738 `:\�iSc I `- 'a°.i °. °. ` O'4 . ` $ : : d - 7 �° 9 d . - e4 -8 I T 1631 .320.3305 FI 631 .320.3307 _ �a " 'yy,�, I I- - - -°- °- - - - - - - ° (2) 2x I 0 GIRDER -- C, (2) 2x I 0 GIRDER N _-7 4 G, r - - - - - - - - - - - - - ---- - --- - - - - - - - - - l i �- - - - - - - - - - - - - - - - - - I . Of 30' - 411 `� 5 - O I I -- 1 1 I I I I o Q I I Applicant. cc O I G' - 10" 1 ' - 011 12' - G" 1 ' - 0" ' - 0" . 4- �� SUBMERSIBLE PUMP , ' ( Nib I I James Moore g ,� 00 I , � III ° - �-- � N � Riverhead, NY #4 X 4'-O" DIAGONAL BARS AT EACH C G' - 0" WIDE CONCRETE APRON TO BE G'I 1 ' (MOTOR HOUSING) , ' - BEAM POCKET I I 1 = i,_I - 1 III I ( _ 63 I-484-4044 END OF EACH DOOR OPENING. U = PC SLAB WITH G" x G" W2.9 x W2.9 WWF = r- ------I,. °;a I ' ; ' e • - - �w - �� - 1 <_ � - - - - - - OVER RCA FILL COMPACTED AS SPEC. ®ad �I- ----- " 9- I 1 ! I 1 7i " TJI 5GO FJ @ : � I I `" I `" (2) 2x I 0 GIRDER - -N 1 2" DIA. SONOTUBE PIER WITH (2) #4 VERTICAL - - - -- - - - - - - - - - - - - - - - I - I - ----- 1 8 _ I - Architect ofRecord : ® - =.°' - , -' U I -- --. I ; - I G"OC : ; 1 a 1 UOI � I °. I AND #3 HORIZONTAL @ 24" O.C., TYT. PC JM2 Architecture, 4' I ° - - _ --_ , I I ' , � I 1 U o I I 2410 North Ocean Ave, Suite 300 - - - - - - - - - - - - - - - - - - - - 1 _ ' 4" PERFORATEDPIPEFOR I CRAWL SPACE BELOW �_ _ - 1 , = pp Farmingvllle, NY, i 1738 i , I _ I I FRENCH DRAIN SYSTEM PITCHED -: � I ' 1 1 s U PROPOSED DECK R - 1 8" POURED CONCRETE FOUNDATION WALL REINFORCED 631-320-3305 I 1 TOP OF SLAB TOP OF SLAB I d I _ `t ______I__ I ' ; 18I PER 1 2" TOWARDS PUMP , I a °r o 2 x 8 DJ @ I G OC O 1 .; I @ / I A-7 x I WITH #4 BARS TOP AND BOTTOM AND @ 48 O.C. - ,- I EL -4-G (9.50) EL -4-G (9.50) I - I F 0 1 ' I I 1 I `� 1 N VERTICAL ON TOP OF 20" x 20" POURED CONCRETE AREA INDICATES TOP OF CONCRETE ® 55 GAL. PERFORATED PLASTIC - I ° : _ I I I G' - 10" I ' x ( q Surveyor: ARE✓ INDICATES TOP OF CONCRETE I I I WALL TO BE DROPPED 12" AND SLAB ( I DRYWELL WITH I " DIA. 1 - I I - ,_ 1 N I 2" x 8" PT LEDGER BOARD N 1 ,� I GRADE BEAM REINFORCED WITH (3) #G BARS TOP AND Neil Grange WALL_TO BE DROPPED 12 AND SLAB - =°' I I BOTTOM WITH #3 STIRRUPS @ 24 OC 1 TO BE HAUNCHED OVER WALL. ( - I GRAVEL FILL. PROVIDE 4" DIA. UP 6 _ I ' I I I ( Q - -_ - - _ - - _ - - - - - - - - - / I/ 1 ( PO Box 853 I < -- I TO BE HAUNCHED OVER WALL. I I ' , 3 3 7 1 - - S onset NY 11791 = I DRAIN IN 4 P.C. SLAB WITH G ,` I O I i4 x I I i8 ML FLUSH HEADER 0 - y 4 Q x G W I .4 x W I .4 WWF 1 _ I i I - - - - I O: °® : N 4. = .Q' - 4 - _ <Q I N 1 51 6-299-6666 o - - - - - - - - - - - - - - -� ° - - - - - - - - - - 4;; - - , IBEAMPOCKET I � � - _ -- _ _ _ _ _ _ _ _ _ _ _ _ _ - -- _-_- -� I I - I . I - - � . _ -Q" '_ --_ ' " ° ° 1 i ITOP OF SLAB c� TRUCTURAL WOOD POST ABOVE ICAL I i I d 1-2" x 8" PT LEDGER BOARD TOW-4'-O" (I 0.00') 4 ® Q a-- I I °. 0 - - - - -°4 .4- - EL -10-5 (3.58) @) = I ' - I TOF -0-4" (7.G7') ~ - - - - - - - - - - - - - - - - I III '°. 1 ° _ _ ° EJ BOF -8-4 (5.G7) TOW -4 -0 (I 0.00) TOW -4-0 (► 0.00) L - J - I - - - w �3) #G W/ 3" HOOK p U x I I I I - 0 I G - 2 8 1 I � TOF -G' 4" 7.G7' I TOF -0-4" (7.G7') I . e I L`- 1 I I ' o>1 = ' = III 4 " = 9 � - I I � @ EA. ENND Un O - @� I ' - ° I 1 a I U n- BOF -8-4 (5.G7) I 1 BOF -8 4 (5.G7) I . 1 U_ I `- I I I ILI - U - I I ~° I 1 E . I I � LM P - = I I ,._1 I q I(t 'v I - U I I I i N >LU � p I ( ' I T_ � � o = A-1 .21 I. U m I ( I ` 1 1 2 POURED CONCRETE FOUNDATION WALL Q I �0 UNEXCAVATED p O I 1 , " J `� ' I Q REINFORCED WITH #4 BARS TOP AND BOTTOM AND I ► u I I I I Z I I N Ln o N °-4°- N -P 5" PC SLAB ON GRADE EL. + 1 2'-O" x W CO I 1 U ® 1 @ U N EXCAVATED I - �, p + 1 I - _ - (D �_ I I Project Name q ° I 1 `_rt ' I I ( 48" O.C. VERTICAL ON TOP OF 24" x 24" POURED J 1 WITH G"X G" W 2.9 X W2.9 WWF I I I I I = I ( CONCRETE GRADE BEAM REINFORCED WITH (4) #G 5" PC SLAB WITH G"X G" W 2.9 X W2.9 VVWF - N � � z I b 1 � � r,� ~ I I 1 a-4 1 OVER G M I L POLY VAPOR BARRI ER OVER RCA I I OVER G M I L POLY VAPOR BARRIER _ I IQ o O 0 0 1 i - _ �,l i 1 I -4:;°_ I 8' 1 0" OVER RCA FILL COMPACTED TO 95% Q U I I 1 - I I I I ARS TOP AND BOTTOM WITH #3 STIRRUPS @ 24"OC Moore Residence W I FILL COMPACTED TO 95% MAX DENSITY. I I m I I� x Cz <o I _ x - MAX DENSITY. I = O In L>u in O 1 1 ' _ 3 1 - FINISHED FLOOR ELEVATION + 1 2.00' I - n m J = 11 A-I .2 1 : I , ° 1 I I ° I - L) I 6 I 2 - 1 iI I _ �, � _ � � _ , ( I / a° I GI _ I " 1 1 DATUM -4'-0" I I _ ( - 1 I� r- > 0 m D i - I - 0 I 14 4 X 18 3 _ 2 I I ' ( - - -� - - __�_a- _ , � o Q o =� _ I I � I I ( � r - - ° - - - Project Address SAWCUT SLAB I/8"W X I 1/4" WITHIN TOW -4'-O" (I 0.00') U -I LU �- I ' I - = - - - - - - - - - - - - - - - - - - - �� '°® L - - - - - - - J F0,4 � __- � _' ,Z�� � ,, I__.., - - , I ,� _ 24 HOURS AFTER POURING SLAB. TOF -G-4 (7.G7) [L U U_ _ I 1 �� - 0 8 x 2 I FLUSH STEEL GIRDER - -1 ; a ° - `r - - - - - - I 13445 Main Bayvlew Rd 1 1 I 1 I BOF -8'-4" (5.G7') I _ I o - -- -(e)-- -�-Q - I --® 1 -0- ;® :-.. .,` - °.d [_ I. ° < ; 4 BF�M POCKET N I I 25' - 10" 11 ' - O.,I 21 ' - 71 I11 _ - I U O 7' - 9" IT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - --- - ----------------1- - - -I - - - - - - - - - - - - - - - - � ( I Southold, NY 1197 I__ _ I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I z � II ' = I I � ' I ' > i ( ' I _ Project Type TOW -4'-0" (I 0.00') I I - w 1 1 11 J YP 1 _ a I TOP OF SLAB TOW -4'-0" (I 0.00') I TOP OF SLAB I - I _ = p I I FULL BASEMENT - 1 1 2" x 1 2" PT I I .1 TOF -G'-4" (7.G7') v I , 24"x24" CRAWLSPACE 4" MIN. P SLAB WITH G"x G" W2. I x W2. I VVWF I ( LEDGER BOARD ; ; 1 d°--. New Single Family 1 I EL -4'- I O" (9. 17') TOF -G'-4" (7.G7') EL -4'- 10" (9. 17') I : I BOF -8'-4" (5.G7') r � I I 1 ' ACCESS OPENING Lt._i Lu I - _ I- - BOF -8'-4" (5.G7') - -I - L - - _I ® . L I -I I - - I I ' 2 o o OVER G MIL POLY VAPOR BARRIER OVER FILL � - - - - - -I r- - - - - - - - - - - - - - - - - _ - - - - - 1 i PIN GRADE BEAM TO FOUNDATION WALL p w w CO PACTED TO 95% MAX DENSITY IQ < �" I I a.Q ,° °° . .A a� : . �4°- I I W/ (2) #4 BARS TOP AND BOTTOM. PIN p 1 = U ; 1 1 = Residence ® ® °' 10 _ 1 Ln _ _ = BASEMEN FINISHED FLOOR ELEVATION +G.00 I - - I I _ N - - - -- - - --I L_- - - - - - - - � ° I- - - - -c� � � - - - - - - - - - - - - � d r - - - - - - - - - - ' I FOUNDATION WALL TO FOUNDATION � �_ N 1 N ( � N - - - - O 1 1 , WALL V✓/ (3) #G BARS EQ. SPACED ~ J = - DATUM - I O-O 1 .4 I P i I I - Revisions - - N ( , - - .(�' ,- 4- I N I I ( I I N I N In ( 4 _ , I bQ I Issued For Review 12 12 18 ® e , °® ® ® I - ' I VERTICALLY. DRILL AND INSTALL USING r� J I -1 I - �� - - - - - - - - L - J L - J = I I _ 2 4 PERFORATED PIPE FOR I I Preliminary Drawings Approved by Owner 03 -01 - 19 I ' HILTI HIT-HY 200. PROVIDE G" � �� "m --. 1 , I -A 8 HIGH X I G WIDE I ' EMBEDMENT. ,.�� - ,��°� i - d I _ I Emailed to Town of Southold for Review 03 -04 - 19 SCREENED VENT, TYP. 4 1 _ I � � I - - p U FRENCH DRAIN SYSTEM PITCHED r I i i I ( Site Plan emailed to Owner for Review 04 -01 - 19 _I _� In O @ i/8 PER 12 TOWARDS PUMP 1 1 _ G11 9' - I " I . I Submitted to SCDHS for Review 06 -03 - 19 Av I , I 1 i 1 2" POURED CONCRETE FOUNDATION WALL x x O �0 I I I 1 Issued For Review OS -06 - 19 �I REINFORCED WITH #4 BARS TOP AND BOTTOM AND @ ei � - Oil 2 x 1 2 PT _ _' _ d I ( I ; I = I Resubmitted to SCDHS for Review 08- 15 - 19 7' - 7" 1 2' - ( 0" 7' - 10" I ' - 011 14' - I " I ' - 0" 13' - 10" - 1 '- I I 45" O.S. VERTICAL ON TOP OF 24" x 24" POURED _ _ r`_o rr - - - _ ___-_--- _ ------_ -----_ -J----(LEDGER BOARD------_- JJ I I - - - - - - p Issued For Review 08 16 19 I I CONCRETE GRADE BEAM REINFORCED WITH (4) #G � m - I I r - - - - 58 - 2 8 1 1 �--1 �--1 - ° ' � ° � 1 Plans emailed to Owner for Review 09 -04- 19 op JI BARS 7OF AND BOTTOM WITH #3 STIRRUPS 24 OC ° ° °° °_ . 1I °° MEP D sued for Re 09 1 I 19 ' � - - - - I 11 �I Ii .I i ' - - - - -01 _ 1 u -I �- r , O _ ° - ° rawingsls - - - - - - - - - -- --- - - ----22 - I G - I I I - 7 � - - - - - - - - _ ° - - I view _ _ 1�1Drawings Issued for Review 09 - 12 - 19 - '4 b-e � �, I _ O� - 4 . ° ; IW 8 x 21 FLUSH STEEL G RDER O 8 x 21 LUS STE GI R I I ; I - i I - - - - - - - - Pland Apprvoed by SCDHS 02 -04 - 20 0. _ _ B AM POCKETNZF - o�Iz III ' - 0"I 5' - I " I 1 ' - 0" 1 I ' - 8" Plans Submitted to Town of Southold 02 -06- 20 - °a - - - - - - - - - - - - - - - - - - - - I 1 A. GENERAL - - - I ( I l i ' - - - - - - I W 8 x 21 °; w I ' - 0° ; � I I 4- ' STEEL GIRDER o� I ' -:,- 1 . THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS METHODS SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR SHALL BE _ _ I I Q I ' RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL EXISTING ELEMENTS DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, DISTORTION, COLLAPSE OR MISALIGNMENT. I `° ( 1 1 I ! = � (n I U i 1 1 I I I 2 x 8 PT LEDGER BOARD, TYP 11 I I. I-40 ° I .I U- = , I I - 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE AND ALL LOCAL AUTHORITIES HAVING JURISDICTION. _ I - 0 4 - 9 I I - 0 0 � u � - � I I - I 2 x 8 DJ , 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING ANY WORK, AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT IMMEDIATELY. I 0 I , I I -- III U O = __J C) U __J - I I 1-@ I G"OC � 1 I 4. THE OWNER SHALL BE RESPONSIBLE FOR SUPERVISION DURING CONSTRUCTION. THE OWNER SHALL BE RESPONSIBLE FOR FILING AND SECURING ALL REQUIRED BUILDING PERMITS PRIORTO THE START OF ANY WORK. �r I I - I I a • I 1 ; �, U _ _J Ln O =� 1 1 1 m 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITH THE RULES A.ND REGULATIONS OF THE TOWN OF SOUTHOLD "� = I 2 x 8 DJ i 4" III �- _ 1 r� G. THE ELECTRICAL CONTRACTOR SHALL LOCATE AND DISCONNECT AT THE SERVICE PANEL, ALL CIRCUITS AFFECTED BY CONSTRUCTION. - @ I G"OC i ' ��� - r,� = - I ' ' I ° I I -1 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, I I I °, I i i _ _ `�� x I I 4 I _ 8. THE STRUCTURE AND ITS SEVERAL PARTS HAVE BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE EI ° I I . • I I I x - �� I 5 - 2 CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE SAFE WORKING CONDITIONS AND MAINTAIN THE iNTEGRJTY OF THE STRUCTURE DURING ALL STAGES OF CONSTRUCTION. THE ADEQUACY OF THE DESIGN OF I I I , I I i STRU URAL WOOD vl I L-_ ____ ____ 1 _ „ I I „ - A-6 TEMPORARY BRACING, SHORING, ETC. IS THE CONTRACTORS RESPONSIBILITY. _J I- I I ! I POST ABOVE, TYPICAL N p - . $•- 0 ' 3 5 I 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL CONDITIONS PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES OCCUR CONTACT THE ARCHITECT PRIOR TO CONTINUING WITH CONSTRUCTION. L - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 17 =° =� . -Ik -� O -I `� - - LL - - - - - - - - - - - - - - - � - - -� 1 °" . Q N 10. THE BRACING DESIGN FOR MASONRY WALLS IS THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY BRACING FOR WALLS SHALL BE ADEQUATE TO RESIST THE FORCES IMPOSED DURING CONSTRUCTION. BRACING FOR I �. ° ; _ - p , 4 °- -�_- - - - - - - -� I 4 "', A WALL SHALL NOT BE REMOVED UNTIL ALL SUPPORTING LEVELS OR UNITS HAVE BEEN ERECTED AND THE CONCRETE OF THE SUPPORTING LEVELS HAS ATTAINED THE SPECIFIED COMPRESSIVE STRENGTH (F'C). IN THE CASE OF WALLS 3 - 5 1 d01 - � • � " -4 - 1 I I - SUPPORTING SOIL, THE BRACES SHALL ADDITIONALLY REMAIN IN PLACE UNTIL THE BACKFILLING PROCEDURES HAVE BEEN COMPLETED. I L - - _ - - - - - - - - - - - = I- - - - - - - - I I 1 I 1 - - I - -� u B. FOUNDATION =co I ;,. I ' - 5"; I Ln 00 = `n L - - - - - - - - - - - J - I � U I � _ 1 . ALL FOOTINGS SHALL REST ON UNDISTURBED 501L OF I TON/5F BEARING CAPACITY. ALL FOOTINGS WERE DESIGNED BASED UPON THIS 501L BEARING CAPACITY. CONTRACTOR SHALL FIELD VERIFY PRIOR TO POURING OF ANY d ° I _ - 2 x 8" PT LEDGER _ x I a; 1 m FOOTINGS AND ASSUME FULL RESPONSIBILITY. O I - 0 N x � BOARD, TYf N N I °' I ' 2. ALL EXTERIOR WALL FOOTINGS SHALL BE A MINIMUM OF 3'-O" BELOW GRADE. SLOPE GRADE AWAY FROM FOUNDATION WALLS. - _ - _ _ _ 3. ALL FILLED AREAS SHALL BE COMPACTED LAYER BY LAYER. I = ° = L - - - ° I I 4. ALL CONNECTIONS SHALL COMPLY WITH THE 2001 5BC HIGH WIND EDITION OF THE WOOD FRAME CONSTRUCTION MANUAL (WFCM)FOR ONE AND TWO-FAMILY DWELLINGS. I -_4- , < , O e4 = 9-; _ - - O 4 " O .: - : a° O ° I 5. SILL PLATES OR WALL BOTTOM PLATES SHALL BE ANCHORED TO THE FOUNDATION SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.2A O I . - _ ° ° - • - , _' O ° G. PROVIDE I/2" THICK PREMOLDED EXPANSION JOINT FILLER AT PERIMETER OF CONCRETE SLAB. I I : ° .- - - - - - - - -� I r- - ° - - - - - -I - °�r-- - - - - - -, I 7. A MINIMUM OF ONE ANCHOR SHOULD BE PROVIDED WITHIN G TO 1 2 INCHES OF EACH END OF EACH BOTTOM PLATE AND WITHIN 1 2 INCHES OF CORNERS. I 1 m • I ' - 0" 3' - G" I ' - O" - _ 1 i 8. PROVIDE TERMITE SHIELD PROTECTION AS PER N.Y.5. BUILDING CODE (R324) - - - - - - - - J U ( 4,d° °4 O ° -,° I c0 i . I - - J 9. PROVIDE KEY CONTROL JOINTS AT CELLAR FLOOR SLAB AT MAXIMUM 20 x 20 AREAS I = I 4 ° I I - ' a I - 1 0. FOUNDATION EXCAVATIONS SHALL BE MADE TO PLAN ELEVATIONS. FOUNDATIONS ARE TO BEAR ON FIRM, UNDISTURBED SOIL. THE SOIL CONDITIONS BENEATH FOUNDATIONS SHALL THEN BE INSPECTED BY A QUALIFIED = L - - _- -1 ° J GEOTECHNICAL ENGINEER. WHERE UNACCEPTABLE SOILS OCCUR, EXCAVATE AND REPLACE WITH AN ACCEPTABLE ENGINEERED FILL OR LOWER THE BOTTOM OF THE FOOTING TO AN ACCEPTABLE ELEVATION. I 1 . FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM TH05E DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPORTED TO THE ARCHITECT AND GEOTECHNICAL ENGINEER BEFORE CONSTRUCTION IS 9' - 0" 10' - I I " 5' - G11 10' - 411 5' - G11 9' - 0" 3' - 5" CONTINUED. 5 3' - 8" i C. CONCRETE 1 . ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS AND RECOMMENDATIONS OF ACI 3 8-05 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". 2. COORDINATE SIZE AND LOCATION OF ALL SLEEVES, OPENINGS, RECESSES AND DEPRESSIONS REQUIRED BY ARCHITECTURAL AND MECHANICAL CONSIDERATIONS. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI. CONCRETE SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2. MATERIALS USED TO PRODUCE THE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN CHAPTER 3 OF AC 1 3 18. PLAN 4. SECTION POURS OF FOUNDATION WALLS SHALL BE PROVIDED WITH A 2x4 KEYWAY, WITH 18" #5 REBAR5 AT 24" O.C. WALLS SHALL BE DAMPROOFED WITH A G-MIL POLYVINYL CHLORIDE MEMBRANE AND BITUMINOUS COATING. FOUNDATION PLAN MEMBRANE SHALL BE LAPPED 12 INCHES AT SEAMS AND SEALED WITH A 40 MIL POLYMER MODIFIED ASPHALT. IF A MONOLITHIC POUR 15 PROVIDED, FOUNDATION WALLS SHALL BE DAMPROOFED AS PER RCNYS CHAPTER 4, SECTION SCALE: I '= 1/4" Z R40G.2 AS FOLLOWS; MEMBRANE SHALL CONSIST OF 2-PLY HOT-MOPPED FELT5, 55 POUND ROLL ROOFING, G-MIL POLYVINYL CHLORIDE, G-MIL POLYETHYLENE OR 40-MIL POLYMER-MODIFIED ASPHALT. THE JOINTS IN MEMBRANE SHALL BE LAPPED 12 INCHES AT SEAMS AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE WATERPROOFING MEMBRANE. D. FRAMING 1 . FOUNDATION SURVEY SHALL BE SUBMITTED AND APPROVED BY THE BUILDING INSPECTOR PRIOR TO FRAMING. 2. STEEL GIRDERS TO HAVE 1/2" BOLT HOLES @ 4'-O" O.C. PRE-DRILLED IN TOP FLANGES. ALL STEEL CONNECTIONS, SUPPORTS, ETC, TO BE SIZED BY STEEL FABRICATOR IN ACCORDANCE WITH APPROVED STANDARDS. STEEL TO BE SHOP FABRICATED FROM APPROVED SHOP DRAWINGS. STEEL GIRDERS TO BE SHIMMED WITH STEEL PLATES ONLY, FABRICATOR TO PROVIDE STEEL SHIMS, SEE PLANS FOR STEEL SIZES. 3. ALL ENGINEERED FRAMING SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 5PECIFIC:ATION5. 4. SOLID BLOCK ALL CONCENTRATED LOADING (DOWN) TO STEEL BEAM OR FOUNDATION WALL. 5. AT MINIMUM, PROVIDE DOUBLE FLOOR JOISTS BENEATH ALL CONCENTRATED POINT LOADS FROM ABOVE, UNLESS OTHERWISE NOTED. G. AT MINIMUM, PROVIDE DOUBLE FLOOR JOISTS BENEATH ALL PARALLEL PARTITION WALLS, BATHTUBS AND COUNTERS. 7. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE R-SULTING HOLE IS NOT LARGER THAN 40% OF THE STUD WIDTH, THE EDGE OF THE STUD IS NOT CLOSER THAN 5/8" TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING GO% OF ITS WIDTH, PROVIDED THAT SUCH STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO (2) SUCCESSIVE STUDS ARE BORED. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. 8. WHEN PIPING OR DUCTWORK 15 PLACED IN OR PARTLY IN AN EXTERIOR WALLOP, INTERIOR LOAD-BEARING WALL NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50% OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 INCHES THICK AND 1 1/2 INCHES WIDE, SHALL BE FASTENED TO EACH SIDE OF THE OPENING WITH NOT LESS THAN FOUR I Gci NAILS AT EACH SIDE OR EQUIVALENT. 9. THERE SHALL BE NO BACK NAILING OF STUDS, RAFTERS, AND JOISTS. ALL FRAMING SHALL BE FASTENED AS PER RSNY5 CHAPTER G, SECTION RGO2, AND TABLES RGO2.3(1 ). THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, 10. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2 (UNLESS OTHERWISE NOTED) 875psi Fb. AND AS SUCH ARE THE PROPERTY OF JM2 I 1 . WOOD THAT COMES IN CONTACT WITH MASONRY AND CONCRETE SHALL BE WOLMANIZED/PRESSURE TREATED. ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE 12. JOISTS, RAFTERS AND BEAMS SHALL HAVE A MINIMUM OF 4" BEARING AT ENDS. DOCUMENTS IS IN AVIOLATION OF SECTION 7205 13. CONTRACTOR SHALL VERJFY THE CONCRETE FOUNDATION WALL FOR ANCHOR LOCATIONS, ELEVATIONS OF TOP OF FOUNDATIONS AND ALIGNMENT, PRIOR TO ERECTION. SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. E. CONCRETE SLABS-ON-GRADE: Drawing Title • SLABS-ON-GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" (ACI 302. 1 R). • IN ADDITION TO THE SPECIFICATIONS NOTED ELSEWHERE, THE NORMAL WEIGHT CONCRETE FOR FLATWOKK SHALL CCNFORM TO THE FOLLOWING: MINIMUM CEMENT CONTENT: 5 SACKS/ CYD Foundation F an MAXIMUM WATER CEMENT RATIO BY WEIGHT: 0.48 MAXIMUM SLUMP PRJORTO ADDITION OF PLASTICIZERS: 3 INCHES MAXIMUM SLUMP IF PLASTICIZERS ARE NOT USED: 4 INCHES • MINIMUM CEMENT CONTENT SHALL BE G SACKS/CYD AND MAX W/C RATIO SHALL BE 0.43 FOR CURBS, SIDEWALKS AVD SLABS EXPOSED TO DE-ICER5. SEAL t SIGNATURE: • SLABS-ON-GRADE SHALL BE PLACED TO ACHIEVE THE FOLLOWING MINIMUM TOLERANCES: - e /�G, OCOVEALVALUESLL EFFFF 17 FL FL 152O �` .�� MAyy/TF • PLACE CONCRETE IN A MANNER 50 AS TO PREVENT SEGREGATION OF THE MIX. FLOATING AND TROWELING OPERATIONS SHALL NOT OCCUR UNTIL THE CONCRETE HAS LOST 5URFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE �w �� �� �'� FREE CEMENT ON THE SLAB SURFACE. • PROVIDE CURING OF CONCRETE SLABS IMMEDIATELY AFTER FINISHING U5ING A 7 DAY WET CURE. OTHER METHODS MAY BE USED WITH THE ARCHITECT'S APPROVAL. • A55UMED 5UBGRADE MODULUS FOR SLAB ON GRADE DE51GN: 100 P.C.I. r-, • FLOOR SLAB CONSTRUCTION SEQUENCE, CONSTRUCTION JOINT LOCATIONS, CURING AND JOINT REINFORCEMENT METHODS SHALL BE REVIEWED BY THE ENGINEER PRJOR TO POURING THE SLAB ON GRADE. sq) �2394'a -k F. CONCRETE REINFORCEMENT: �OF NEB • REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING STANDARDS: "SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS" (ACI 301 ) AND "ACI DETAILING MANUAL" (5PGG). SCTM# 1000-88 - 2 - 17.8 JM2 PROJECT No: 2018-012G • REINFORCING STEEL SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM AG 1 5 AND SHALL HAVE A MINIMUM YIELD STRENGTH OF GO,000 PSI. PLANNING No: DATE: 0210GI20 • PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE PROTECTION SPECIFIED. • WELDED WIRE FABRIC SHALL BE SMOOTH WIRE FABRIC CONFORMING TO A5TM A 185 UNLESS OTHERWISE NOTED. FABRJC SHALL BE SUPPLIED IN FLAT SHEETS AND LAPPED A MINIMUM OF 14 INCHES. BUILDING No: DESIGNED BY: TF • WELDED WIRE FABRIC IN SLABS-ON-GRADE SHALL BE PLACED 2" DOWN FROM THE TOP OF THE SLAB UNLESS OTHERWISE NOTED. • UNLESS OTHERWISE SHOWN OR NOTED, SPLICING OF REINFORCING BARS SHALL CONFORM TO THE CURRENT ACI 3 18. WHERE THE LENGTH OF LAP 15 NOT SHOWN OR NOTED, PROVIDE A CLA55 "B" LAP AT SPLICES. SCDHS No.: RIO-I9-OO67 CHECKED BY: JM • HORIZONTAL BARS IN WALLS OR GRADE BEAMS SHALL BE BENT AT CORNERS AND INTERSECTIONS IN SUCH A WAY THAT CONTINUITY 15 PROVIDED THROUGH THE JOINT. SEPARATE CORNER BARS OF THE SAME SIZE AND SPACING AS THE HORIZONTAL REINFORCING MAY BE SUBSTITUTED FOR THE BENT PORTION OF THE CONTINUOUS BARS. ZBA CASE No: SCALE: 11411 = I'-011 • THE CONCRETE CONTRACTOR SHALL PREPARE DETAILED WORKING OR SHOP DRAWINGS TO ENABLE FABRICATION, ERECTION AND CONSTRUCTION OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND SHALL DWG No: SUBMIT ONE ELECTRONIC COPY TO THE ARCHITECT FOR APPROVAL. THESE SHOP DRAWINGS WILL BE REVIEWED FOR DESIGN CONCEPTS EXPRESSED IN THE CONTRACT DOCUMENTS ONLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY, AND FIT OF WORK. G. NON-SHRINK GROUT: w • GROUT SHALL BE ANON-METALLIC, SHRINKAGE RESISTANT WHEN TESTED IN ACCORDANCE WITH THELATEST EDITION OF ASTM C827 OR CRD-CG21 ), PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORTLAND A1 ml CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS AND FLUIDITY IMPROVING COMPOUNDS. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'C) OF 5,000 PSI IN 28 DAYS. • GROUT COMFRE551VE STRENGTH TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C 109. Architect of Record: 1 A-6 J M RC ITECTU REPO JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 3/4" PLYWOOD SUB-FLOOR GLUED FARMINGVILLE, NY, 11738 AND NAILED TO FLOOR JOISTS T 1631 .320.3305 FI 631 .320.3307 FIRST FLOOR STRUCTURE AS SPECIFIED FIRST FINISHED FLOOR FIRST FINISHED FLOOR Applicant: EL. + I G.00' EL. + I G.00' James Moore Riverhead, NY G31-454-4044 T.O. FOUNDATION WALL Architect of Record : EL. + 14.92' STONE CAP JM2 Architecture, PC T.O. FOUNDATION WALL 2410 North Ocean Ave, Suite 300 W8 x 21 STEEL GIRDER EL. + 14.G7' Farmingville, NY, I 1738 d' ; G31-320-3305 a ' 117/8" TJI 5G0 FJ @ I G"OC 1/2"THICK MORTAR BASE SUrVeyOr: Neil Grange 1 2" POURED CONCRETE FOUNDATION WALL PO Box 893 REINFORCED WITH #4 BARS HORIZONTAL TOP Syosset, NY, 11791 d - AND BOTTOM AND #4 BARS @ 45" OC VERTICAL 12" WIDE STONE TREADS 516-299-6666 CRAWL SPACE '� a (3) #G W/ 3" HOOK @ EACH END I 1/2" THICK MORTAR BASE APPROXIMATE 24"x24" CRAWLSPACE ACCESS OPENING GRADE EL + 12.00' At• °d STUCCO FINISH I — i. III—I i I — ° •.- o Qa :.A ; �-e. •p.. Project Name 4" MIN. PC SLAB WITH G"x G" W2. 1 x W2. 1 WWF OVER G MIL POLY VAPOR BARRIER —IIII 11 I 1 I 1 11= I 1 =: a. Moore Residence Q• •a �= ,aa_� � � 1 I 1 111 -�I 1= I 1=1 I =1 I = 1= I =_��- Via:-`°� -1•-:,4=�•:; I, _ � = � ° I I =1 I= I 1=1 1= I 1 I I = I 1 11= 1= _ - -�'- ,_ :,�"- °d; _- o , ° : • °, . 9 RISERS, @ 7 1/8 EACH . Project Address a 1/2" PREMOLDED E:XPAN51ON JOINT FILLER #3 NOSING BAR EACH TREAD 13445 Main Ba Vlew Rd, I1 1 1 - — STUCCO FINISH EACH Southold, NY 1197 I i I I P — — I I I IL i t—I I — - I I I I I I I IIIIIII—III i _ a RISER AND WALLS III—III— —_#4 BAR REINFORCING @ 12 Project Type — —COMPACTED— I I ° . =IFILL=III= I ° ' TROWELED ON DAMPPROOFING I I= I I � I (=I =1 I I I I I I II I New 51n le Family I" q =1 I I= ( I p; —G" (3,500 PSI) POURED CONCRETE STEPS— 1 1 1 I I -•-:° ,� - ad � � _= I _, I I 1 I =1 1 11 = I 1 I ��•;-•-:`�: e•.d-•. �'. Residence ' ' ' -° • �- '•"4 �-< •°•: � III-1 11= ICI _ I I =1 11= I - I = 1= I I I I I=_ = I —I I = 1= d�- °-= �� �•�•"• _= I =� _�1= _z �- _ ��•° .-• 4° I I1 I— I I—� �I=_ � III —�I— -- =1 I I—� _= a•• �°;_ g- _g . ° .•�:�� � Rev�sions =1 I = 1= 1= � °� 4 ' -•-°�•� •- I =�1= I = I ICI =1 I=_= = I = I= = _ = I = = I =III=1 = I I= °:a °_ ." ° , . - • Issued For Renew 12 - 12 - 18 = ° 1/2" PREMOLDED EXPANSION JOINT FILLER Preliminary Drawmgs Approved by Owner 03 -01 - 19 STONE FINISH TO MATCH Emailed to Town of Southold for Review 03 -04 - 19 led a; TREADS Site Plan emailed to Owner for Review 04 -01 - 19 4 MIN. PC SLAB WITH G x G W2. i x W2. I — — „ Submitted to SCDHS for Review 06 -03 - 19 WWF OVER G MIL POLY VAPOR BARRIER I — — — — — — d 1 1/2 THICK MORTAR BASE TOP OF SLAB I Issued For Review 08 -06 - 19 EL. +G.00' — IIIII ( I I I I I I I I I FINISHED FLOOR Resubmitted to SCDHS for Review OS- 15 - 19 4" CONCRETE SLAB e eo- Issued For Review 08- 16 - 19 ° •,° d ° °° '-• <°-._ _a.: ° _a °d -e ,.de,° - -e °°,' - ` - "° _•-° .. 4.< ° .d ° d, °e, d ° _ ° - ..°- . n.• a °?, n ' a FINISHED STON II I I 1— - - I I I I 1 I I I II I I I I I II I I— I — :a _ ° e : a ° _ _ _ ° q a I = _ — _ _ _ _ _ _ _ — _ _ — d a °.` 9 ." _. e _ Plans emailed to Owner for Review 09 04 - 19 TOP OF GRADE BEAM m _; _^I. ° e — — — EL. +5.8 — — = i I=1 I I 1= 1 I ( _ ° ° _ — MEP Drawm s Issued for Kc\Acw 09 II — — _— � d . g EL. +5.G7 - e. Drawings Issued for Review 09 12 - 19 — I = 11—III IIII I III — _ d II a COMPACTED FILU — —I — — II — I/2 EXPANSION JOINT — — — d - Pland Approoed by 5CDH5 02 -04- 20 - ,• a . _ I I i I I I —III— —I I I II — — — ° —I - - — - a "o -°.° ."; • n°-= — Plans S bmi - - - ° ` `. I III III III III III III III—III—III — — — — -(2) #4 BAR REINFORCING _d_ — — ;, ° u tted to Town of Southold 02 06 20 II IIII —III — Q - — d•: °e_e "= - - n 1 I —� " I. — — — — I I I I —III � 4 : . — I I — i 24 x 24 POURED CONCRETE GRADE BEAM REINFORCED WITH — _ -. .I•- : � . ° " II I— I I — —I I I _ III I I=1 I I I I i I I iI I I I — .. . ° I IIII—III— — ,. (4) #G BARS TOP AND BOTTOM WITH #3 STIRRUPS @ 24 OC — — — — — — — — — — I I II —I I I I I I b ' ° a, _ ; I —I — I _ _ _ _ — —GRADE BEAM AS I I—I I I II I I i I I I i I I I i —I I =2 _o,�= I I I I -;°. ..o-� .• `. •' d. - m SPECIFIED I II . ' , °. " .,4°• ° B•_ I I —I I I I I I II I i I I I — — — — I III I I—I I I I I I I I I I I I I—I I i - - I II I I I I I ": ° . •.•° .� � _° °- ,• . .:@ -: -a: -� ;• ; _ .,- ,: ; — — _ _ � — —_ _ — --Q_- = a.- :' � =. • : . -.a °-. a III—III I BOTTOM OF GRADE BEAM —m _° __III I EL. +3.G7' ,11 ,- 1=1111 I ►_III=1 ► I ►, I I—I I =1 IIII=1 I =1 =1 = =1 11= = i = i= I =1 11= 1= I =1 = I I = 11= 1= 1= I =1 = 11= = 1= —DRAIN AS 5PEC.= — — _= I = _ _2-7/8 HELICAL PILE W/ 6 x G 5TL. PLATE — _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ I —III I ( I I = III—i I —III— II I II _—III-- I III—III—� = I I II I I I I—I =CAP WELDED TO PILE MIN. 3 EMBEDMENT — — — — — — i Ii It _ =1 = _- i 1=1 I = I 1=�_ I I_ 11= I— _�— _ _ 11= I 1=1 I _ I =� =1 I 1=I I 1=1 I = =1 — 11 = — =11 = I111=11 - - FOUNDATION WALL SECTION I I STAIR SECTION 2 SCALE: I ' = 1 ° A- 1 .2 5CALE: I ' = I A- 1 .2 2xG STUDS @ I G"OC WEB STIFFENER PER 2xG SOLE PLATE 3/4" PLYWOOD SUB-FLOOR GLUED TJI. MFG. SPEC. 3/4" PLYWOOD SUB-FLOOR GLUED 1 1/4" TIMBER5TRAND L5L RIM BOARD AND NAILED TO FLOOR J0I5T5 FIRST FINISHED FLOOR AND NAILED TO FLOOR JOISTS FIRST FINISHED FLOOR EL. + I G.00' EL. + I G.00' :, -;e i 1 1 7/8" TJI 5E;0 FJ @ I G"OC (2) 2xG PT SILL PLATE 1 1 7/8" TJI 5GO FJ @ I G"OC MAIN DRAINAGE LINE ° a G d �A 4• J ° ° CONTINUOUS ASPHALT COATED COPPER TERMITE SHIELD ;d T.O. FOUNDATION WALL T.O. FOUNDATION WALL TO STORM BASIN EL. + 14.G7' — W 8 x 21 STEEL GIRDER EL. + 14.G7' 5/8" DIAMETER 1 2" LONG ZINC-COATED APPROXIMATE GRADE 4 GALVANIZED STEEL ANCHOR BOLTS @ 32" OC WITH 3 x 3 x 1/8 SQUARE WASHER AND NUT'44, ° d 1 2" POURED CONCRETE FOUNDATION WALL al REINFORCED WITH #4 BARS HORIZONTAL TOP AND BOTTOM AND #4 BARS @ 48" OC VERTICAL A' g° d BONDTAC 1500 ° WATERPROOFING ADHESIVE e. d< ° 4 d MEMBRANE APPLIED TO ENTIRE EXTERIOR 51DE OF UNFINISHED BASEMENT BONDTAC 1 500 WATERPROOFING _ a ° e ° O BASEMENT FOUNDATION WALL b d ADHESIVE MEMBRANE APPLIED TO _ •Y• ! — 2" DISCHARGE PIPE n a. ENTIRE EXTERIOR 51DE OF ° a a-, BASEMENT FOUNDATION WALL PROPOSED CONCRETE FOUNDATION WALL FLOOR EDGING ;; ° THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, . SEALED SUMP 4" MIN. PC SLAB A5 SPEC. OVER PUMP COVER G MIL POLY VAPOR BARRIER AND AS SUCH ARE THE PROPERTY OF JM2 TROWELED ON DAMPPROOFING d ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE ° . , d DOCUMENTS IS IN A VIOLATION OF SECTION 7205 e• 4) BASEMENT ° ° SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW. FINISHED FLOOR n FLOOR EDGING 9', a e �4; < `a I ' Drawmg Title e o- . e s g e _ 1/2" PKEMOLDED EXPANSION JOINT FILLER ° — — — — — — ° e e a. 4 MIf�J, PC SLAB WITH G x G W2. I x W2. I a.° . ° - " - ° foundation G11(S 4" MIN. PC SLAB WITH G"x G" W2. 1 x W2. I ° °° d. e e TOP OF SLAB I r WWF OVER G MIL POLY VAPOR BARRIER TOP OF SLAB d. = I WWF OVER G MIL POLY VAPOR BARRIER °`-4 2' - 0" 4"p. d EL. +G.00' / EL. +G.00' 3/4" CLEAR CRUSHED ° ° ° d ° ' - _ ° - - a - - _ °tl d q _,d6 d ° - Q ° STONE ed d. _ b _ , a Q< SEAL SIGNATURE: TOP OF GRADE BEAM m ° ° TOP OF GRADE BEAM m = ° '° ° ° -° COMPACTED FILL — _ " 00 0 00 0 0 0 00 0 00 0 00 0 00 0 ° EL. +5.G7' EL. +5.G7' ° °�oo°� COMPACTED FILL C�oO°0C,00,0 °° n S���EE AG' ° oo° oo° 00 0 00 0 ° vd° e - °.- ed. �a <. - a °oCP°o° o ° m C�'o0 J ° II I ab 000 000 000 0 4 PERFORATED DRAINAGE PIPE ° o ° °,` , d - 24 x 24 POURED CONCRETE GRADE BEAM REINFORCED WITH I -� ' • (4) #G BARS TOP AND 30TTOM WITH #3 STIRRUPS @ 24"OC FAc o°�oo�oC �0°00 000 000 0 24" x 24" POURED CONCRETE GRACE BEA D e ° ° °M REINFORCE WITH o 00o 0v0 000 000 ° = d• ;° BOTTOM OF GRADE BEAM cn BOTTOM OF GRADE BEAM m 00 (4) #G BARS TOP AND BOTTOM WITH #3 STIRRUPS @ 24 OC 4 PERFORATED _ °Coo�o o�?�o� ` EL +3.G7' \�3/4" CLEAR CRUSHED STONE ° ;a° 0 000 00 000 000 ° ° EL. +3.G7 DRAINAGE PIPE . , ° q 02394ra Q� 2-7/5" HELICAL PILE W/ G" x G" 5TL. PLATE 2-7/8" HELICAL PILE W/ G" x G" 5TL. PLATE ° T .�� —� DUAL SUBMERSIBLE e- a= — �OF NEB CAP WELDED TO PILE MIN. 3 EMBEDMENT CAP WELDED TO PILE MIN. 3 EMBEDMENT PUMP (MOTOR ° I HOUSING) °° 4" PERFORATED DRAINAGE PIPE W/ 12" x SCTM# 1000-88 - 2 - 17.8 JM2 PROJECT No: 2018-0126 Q b' 1 2" x CONT. GRAVEL FILLED TRANCH PLANNING No: DATE: 0210GI20 PUMP INTAKE " -. d_ . ' WRAPPED IN FILTER FABRIC ° BUILDING No: DESIGNED BY: TF SCDHS No.: R 10-19-0067 CHECKED BY: JM ZBA CASE No: SCALE: As indicated GRADE BEAM SECTION 3 GRADE BEAM SECTION 4 FRENCt1 DRAIN PUMP DETAIL 5 DWG No: 5CALE: I ' = 3/41 tl1 ,2 SCALE: I ' = 3/4" A- 1 .2 SCALE: I ' = I I/2° A- 1 .2 Architect of Record: 1 �� A-7 2 i iJ M/. w i A-1.2 n z i 0 > Al- RC ITECTUREP� ° Q QJM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 `J' { FAKMINGVILLE, NY, 1 1738 ` \\�isc °d, -- - `a - :d- . " $.; -, `: T � 631 .320.3305 F� 631 .320.3307 LOCATION OF FUTURE EJECTOR PUMP Applicant: LOCATION OF James Moore 4 N OPTIONAL SUMP PUMP d °- Riverhead, NY e�d - ° C31-484-4044 --5 ° / \ Architect of Record : F� CRAWL SPACE BELOW JM2 Architecture, PC �_ -- ' PROPOSED DECK 2410 North Ocean Ave, Suite 300 d ---- 3 Farmingville, NY, 11738 G31-320-3305 S u rveyo r: Neil Grange UP / PO Box 893 Syosset, NY, 1 1791 Qt 5 16-299-6666 . � ° 1L °; 1 0z q ` = Q � lW 1 LU �-6 PROPOSED GARAGELU �— SLAB ON GRADE �� 1 ,750 SQUARE FEET `" 0 ' 1 °°_ Q- ° a (NO PLUMBING) j 10 FINISHED BASEMENT SHALL FILED a; a- ( � Project Name � -- UNDER A SEPARATE APPLICATION ° I PROPOSED DRIVEWAY I I Moore Residence SLAB ON GRADE a- CRAWL SPACE Q 1 Protect Address b 0 0 000 000 0 d > 13445 Main Bayvlew Rd, ' STEEL PIPE COLUMNS SO th ( Y 1 1. _ N - u o d, N 97 I 33 Project Type PROPOSED — — New Single Family UTI�11Y BOOM OSED ELECTRIC d I 11 1 II 24"x24" CRAWLSPACE 9-0 x 17-0 °d.- ° F1 _a ACCESS OPENING a Residence °-d Revisions Issued For Review 12 - 12 - I S Preliminary Drawings Approved by Owner 03 -01 - 19 d Emailed to Town of Southold for Review 03 -04 - 19 Site Plan emailed to Owner for Review 04 -01 - 19 Submitted to SCDHS for Review OG -03 - 19 32 Issued For Review 08 -OG - 19 Resubmitted to SCDHS for Review 08 - 15 - 19 N A issued For Review 08 - I G - 19 a Plans emailed to Owner for Review 09 -04 - 19 -1 ° - ° ° MEP Drawings Issued for Review 09 - 11 - 19 °_-' a ,` - Drawings Issued for Review 09 - 12 - 19 d " ° ° ' a': Pland A ryoed b SCDHS 02 -04 - 20 ° - 31 G1 ®i ii u u u n _° PP Y ° ' " " " " " Plans Submitted to Town of Southold 02 -OG - 20 •' i n u u n ii 17-G" 7" 20'-0" 00 r !-�- I a; J11ITYBOOM 13A5FMFNTI-0PI3Y i ° I 11 iF ° 1 7'-0 x 1 2'-9" 20'-0" x 17'-2" i L-------- OPEN TO �; NOTE: CEILING AND WALLS 5/8 ABOVE -----___ +� i- , ° TYPE X TAPES AND SPACKELD GAS N - L ' _-----_--- d9 -'° METER 2 UP A-s H WH $. 1 - ° 0 ELEC. METER d d 1 , as Q LU o ' IL 0 LU o f a s BASEM ENT PLAN J I ° o-d ° a' o�w ° d SCALE: I '= 1/411 2 j wLo� ° ' O 1 LU 1 -d - _ d -d. -d d. i 4.. ° o ' of 1 I lL 1 c IL d'e° I E:A 1 1 ® ® ® 2 DOOR TYPE I DOOR TYPE 2 DOOR TYPE 3 DOOR TYPE 4 DOOR TYPE 5 DOOR TYPE G DOOR TYPE 7 2"SOLID CORE WOOD SOLID CORE WOOD ANDERSEN IN-SWING ANDERSEN IN-SWING HOLLOW METAL DOOR FRAME METAL DOOR$FRAME 2"SOLID CORE WOOD BIRCH VENEER,WOOD FRAME BIRCH VENEER,WOOD FRAME VINYL CLAD WOOD, WOOD FRAME VINYL CLAD WOOD,WOOD FRAME SINGLE HINGED GARAGE DOOR BIRCH VENEER,WOOD FRAME SINGLE HINGED DOOR SLIDING POCKET DOOR DOUBLE HINGED PATIO DOOR SINGLE HINGED PATIO DOOR DOUBLE HINGED DOOR DOOR SCHEDULE DOOR FRAM E NO. FROM (NAME) FROM (NUMBER) TO (NAME) TO (NUMBEF;) SWING WIDTH HEIGHT THICKNESS DOORTYPE MATERIAL SADDLE COMMENTS I FOYER I EXTERIOR EX LH/RH G' - Oil 7' - 0" 3 WOOD MARBLE 2 CLOSEf 3 RECREATION ROOM 2 LH 2' - Gil 7' - 011 0' - 211 1 WOOD 3 EXTERIOR EX RECREATION ROOM 2 RH 3' - 011 7' - 01' 01 - 21' 4 WOOD THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, 4 FOYER I POWDER ROOM 4 LH 2' - 4" 7' - 0" O' - 2" I WOOD MARBLE AND AS SUCH ARE THE PROPERTY OF JM2 5 CLOSET 5 FOYER I LH 2' - 4" 7' - O" O' - 2" I WOOD ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE G CLOSET G FOYER I LH 21 - 411 7' - 011 01 - 211 1 WOOD DOCUMENTS IS IN A VIOLATION OF SECTION 7209 7 FOYER I LIBRARY 8 LH/RH 51 - 011 71 - 011 01 - 211 7 WOOD SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. 8 CLOSET 7 FOYER I RH 2' - 411 71 - 011 01 - 211 1 WOOD 9 EXTERIOR EX LIBRARY 8 LH 31 - 011 71 - 011 01 - 211 4 WOOD Drawing Title 10 EXTERIOR EX DINING ROOM 13 LHR/RHR 51 - 011 71 - 011 0' - 211 3 WOOD ba5PMent PlanI I FAMILY ROOM I I EXTERIOR EX LH 31 - 011 71 - 011 01 - 211 4 WOOD f IOOr 12 CORRIDOR 14 PANTRY 15 RH 21 - G11 71 - 011 0' - 211 1 WOOD 13 POWDER ROOM I G CORRIDOR 14 KHR 21 - G11 71 - 01' 01 - 211 1 WOOD MARBLE 14 EXTERIOR EX CORRIDOR 14 RH 31 - 011 71 - 011 01 - 211 4 WOOD SEAL�SIGNATURE: 15 EXTERIOR EX GARAGE 18 RH 31 - 011 71 - 011 01 - 211 4 WOOD #eA IG EXTERIOR E:X GARAGE 18 OH I G' - Oil 8i - 011 G METAL ti 17 CORRIDOR 19 BEDROOM 1 20 RH 2 10 7 0 0 2 1 WOOD �� 18 BEDROOM 1 20 WALK-IN CLOSET 21 POCKET 2 - 6 6 - 8 O 1 1/2" 2 WOOD 19 BATHROOM 22 CORRIDOR 19 LHR 21 - 1 011 71 - 011 01 - 211 1 WOOD MARBLE * i 20 BATHROOM 22 WATER CLOSET 23 LH 21 - G11 71 - 011 01 - 211 1 WOOD NONE 21 LINEN CLOSET 24 CORRIDOR 19 LH/RH 51 - 011 71 - 011 01 - 211 7 WOOD J, 22 CORRIDOR 19 BEDROOM 2 25 LH 31 - 0" 71 - 011 01 - 211 1 WOOD T� 02 y �23945 O 23 WALK-IN CLOSET 2G BEDROOM 2 25 POCKET 21 - G11 GI - 811 0' - 1 1/2" 2 WOOD Or NE 24 CORRIDOR 19 LAUNDRY 27 LH 31 - 011 71 - 011 01 - 211 1 WOOD 25 CLOSET 28 CORRIDOR 19 RH 21 - G" 71 - 011 01 - 211 1 WOOD SCTM# 1000-88- 2 - 17.8 JM2 PROJECT No: 2018-0126 2G CORRIDOR 19 MASTER BEDROOM 30 LH.RH 51 - 011 71 - 011 01 - 211 7 WOOD PLANNING No: DATE: 02/OG/20 27 MASTER BEDROOM 30 MASTER BATHROOM 28 LH 21 - 1011 71 - 011 01 - 211 1 WOOD MARBLE BUILDING No: DESIGNED BY: TF 28 MASTER BATHROOM 28 WATER CLOSET 29 POCKET 21 - G11 G' - 811 01 - 1 1/2" 2 WOOD NONE 29 WALK-IN CLOSET 31 MASTER BEDROOM 30 POCKET 31 - 011 GI - 811 0' - 1 1/2" 2 WOOD SCDHS No.: R10-19-0007 CHECKED BY: JM 30 PATIO 32 MASTER BEDROOM 30 LHR/RHK 51 - 011 71 - 011 01 - 211 3 WOOD MARBLE ZDA CASE No: SCALE: 1/4" = 1'-0" 31 UNFINISHED BASEMENT 33 UTILITY ROOM 34 LH 21 - G11 7' - O'1 01 - 211 5 HM 32 UTILITY ROOM 35 UNFINISHED BASEMENT 33 LH 31 - 011 71 - 011 01 - 211 5 HM DWG No: 33 UTILITY ROOM 35 UNFINISHED BASEMENT 33 RH 31 - 011 71 - 011 01 - 211 5 HM 34 EXTERIOR EX UNFINISHED BASEMENT 33 RH 31 - 011 71 - 011 01 - 211 5 HM 3G UNFINISHED BASEMENT 33 BASEMENT LOBBY 12G LH/RH 51 - 411 71 - 01' 1 0' - 211 7 A-201 Architect of Record: 1 A-7 wit 4 - ARCITECTUREP� 27- 10" IG'- I I" 8" 41- I" 13'-9" 181- 10" 21'-9" 10'-2" 12'-8" I I'-5" 13'- 1" 3'-4" 00 I'-5" 14'- 1" 1'-5" 8" 4'- I" 3' 8" 10' I" 2'-3" 3'-7" 3'-7" 3'-7" 3'-7" 2'-3" 4' 10" 5'-9" .10 5'-9" 5'-5" 5'- 1" 5'- I" 2'-9" 3'-7" 3'-7" 2'- 10" JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 _ _ _ _ _ _ _ _ _ _ _ _ _ _ FARMINGVILLE, NY, 11738 2 r 1 T 1631.320.3305 FI 631.320.3307 - .z I --------------- -------- --------------- - ------- Applicant: --------------- -------- amen Moore --------------- -------- Riverhead, NY 4 4 4 4 4 I __--___ 631-454-4044 — DN Architect of Record: FA JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 O a Farmingville, NY, 11738 I 631-320-3305 PREFABRICATED INSERTED GAS DN FIREPLACE W/ FRESH AIR AND VENT I PATIO 5 u rveyo r: FAMILY FOOM 38'-G"x 28'-6" - Neil Grange 1 T-7"x 2 I'-9" 0 EL. +16'-0" PO Box 853 O 4 Syosset, NY, 11751 516-299-6666 Ln i I CONDEN ER UNITS ON " A-7 i 4" CONCRETE PAD 7 N 11 I i i 1 13 1 b i 15 i i I 110 — — — — — — — — — — — — — V77iProJect Name I 7 pAN 7 Cc P00M I O (D oore esidence 01 18 7" I 6' 7' I 7' 1 T-7" 8" ! 21'-2" a 1 GAPA o I PININ room o m DOUBLE HEIGHT SPACE CProject Address ------ jc\j4a_ ' 2►'-2"x 14'-0" 13445 Main Bayview Rd, N 13 12 Southold, NY 1197 I N DN �)� o �AT-INIKITCH�N o0ju O— — i O 4 I�D N Project Type New 5ingle Family — — 3'-3" I I I � 5UN p00M Residence N C05ff Cl�os� 1 I I'-5"x l T-8° Revisions MLUPOOM _ 4'-5" = _ X _ _ ® I IIssued For Review 12 - 12 - 18 8'-21' 22'-3" I 7" I'-G" 7' 3'-5" T 10' 0" 7" 2' 0 T I' 7" I I'- I I" 11'-5" Preliminary Drawings Approved by Owner 03 -01 - 19 I Emailed to Town of Southold for Review 03 -04 - 1oo lo o" 7° 14' I" 7° Io° 8" 4' 1° Site Plan emailed to Owner for Review 04 -01 - 19 — — — — — — — — — — — — - - W.O. ONE Iss d F R 08 06 I _ a00000 ,. ' Submitted to 5CDHS for Review 06 03 19 — — — — — — — — — — — — — ° I 1 G° FIRST FLOOR M 55EN LO-RIDER SEE m ue or Review - O FINISHED FLOOR ELEVATION + I G.00' - - - - - - - - THROUGH VENT FREE FIREBOX _ _ _ Resubmitted to SCDHS for Review 08- 15 - 19 — DATUM 0'-0" OR APPROVED EQUAL. Issued For Review 08- 16 - 19 I ° KITCHEN I I OI� LIL��A�1 Plans emailed to Owner for Review 09 -04 - 19 16-Ox18-0 10-1Ox15-1 m MEP Drawings Issued for Review 09 - I I - 19 ® Drawings Issued for Review 09 - 12 - 19 i x n i n i i n u ' x ' i i " O 3 9' 31- 10" G 5 G' 5 3 - I I 3 9" I -2 14'- I I -3' If 2 I 4 4' IZ 4 4 _ 2' I" �--sR 11� I Pland Apprvoed by SCDH5 02 -04 - 20 � r' CL05'LT z'-o°X 4' 0" 9' o" i' o i N _ Plans Submitted to Town of Southold 02 -06 - 20 7-7" 12'- 10" 7-8" IG'-G" 13'-8" - 4' 0' T I I'- I I" 11'-5' '� I6' 5" 5' 5" T 6' 2" oo 58'-2" Povvlo fZ BOOM © , L— — — o D.W. UJ KEF. DN - CL05�f M O 3 5'-8" 5'-5" 7'-4" v ��C ATIOfJ FOOM 14'-10"x 12'-9" I I DOUBLE HEIGHT SPACE m �' m 10'-8"x 18'-0" m 41 m 2 I I UP A-6 i i i i i in m O 1 m N I O O FI R5T FLOOR PLAN SCALE: I '= 1/4" 2 I DN -- ---------------- - -------------- -------- ---- SYMBOL LEGEND " � n �� � nn " n 7 -4 3'-5' G' 0 6' I° G' 4" I -7 3'-9" 3'-5 5'-4 5'-5" 2'-7" 2'-6 2'-9 3'-7" 3'-7 2'- 10" OS SMOKE DETECTOR HARD WIRED AND INTERCONNECTED WITH BATTERY BACK-UP lo' 9° 15'-4" I r o° 1a 9° 5' 1" 12'-8" C� CARBON MONOXIDE DETECTOR WITH BATTERY BACK-UP 2 DOOR SCHEDULE A-7 DOOR FRAME NO. FROM (NAME) FROM (NUMBER) TO (NAME) TO (NUMBER) SWING WIDTH HEIGHT THICKNESS DOORTYPE MATERIAL SADDLE COMMENTS I FOYER I EXTERIOR EX LH/RH G' - 0" 7' - 0" 3 WOOD MARBLE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, 2 CLOSET 3 RECREATION ROOM 2 LH 2' - G" 7' - 0" 0' - 2" 1 WOOD AND A5 SUCH ARE THE PROPERTY OF JM2 3 EXTERIOR EX RECREATION ROOM 2 Rd 3' - O" 7' - 0" 0' - 2" 4 WOOD ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE 4 FOYER I POWDER ROOM 4 LH 2' - 4" 7' - 0" 0' - 2" 1 WOOD MARBLE DOCUMENTS IS IN A VIOLATION OF SECTION 7205 5 CLOSET 5 FOYER I LH 2' - 4" 7' - 0" 0' - 2" 1 WOOD SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. G CLOSET G FOYER I LH 2' - 4" 7' - 0" 0' - 2" 1 WOOD ' 7 FOYER I LIBRARY 8 LH/RH 5' - 0" 7' - 0" 0' - 2" 7 WOOD ® ® ® � ® Drawing Title 8 CLOSET 7 FOYER I PIH 2' - 4" 7' - 0" 0' - 2" 1 WOOD ' 9 EXTERIOR EX LIBRARY 8 LH 3' - 0" 7' - 0" 0' - 2" 4 WOOD First Floor 11 10 EXTERIOR EX DINING ROOM 13 LHR/RHR 5' - 0" 7' - 0" 0' - 2" 3 WOOD ' 11 FAMILY ROOM 11 EXTERIOR EX LH 3' - 0" 7' - 0" 0' - 2" 4 WOOD 12 CORRIDOR 14 PANTRY 15 RH 2' - G" 7' - 0" 0' - 2" 1 WOOD SEAL 51GNATURE: 13 POWDER ROOM I G CORRIDOR 14 RH R 2' - G" 7' - 0" 0' - 2" 1 WOOD MARBLE DOOR TYPE I DOOR TYPE 2 DOOR TYPE 3 DOOR TYPE 4 DOOR TYPE 5 DOOR TYPE G DOOR TYPE 7 �� M ARC, 14 EXTERIOR EX CORRIDOR 14 RH 3' - 0" 7' - 0" 0' - 2" 4 WOOD 2" 30LID CORE WOOD SOLID COKE WOOD ANDERSEN IN-SWING ANDERSEN IN-SWING HOLLOW METAL DOOR FRAME METAL DOOR*FRAME 2"SOLID CORE WOOD �GJ �E M BIRCH VENEER,WOOD FRAME BIRCH VENEER,WOOD FRAME VINYL CLAD WOOD,WOOD FRAME VINYL CLAD WOOD, WOOD FRAME SINGLE HINGED GARAGE DOOR BIRCH VENEER,WOOD FRAME 15 EXTERIOR EX GARAGE 18 RH 3' - 0" 7' - 0" 0' - 2" 4 WOOD SINGLE HINGED DOOR SLIDING POCKET DOOR DOUBLE HINGED PATIO DOOR SINGLE HINGED PATIO DOOR DOUBLE HINGED DOOR I G EXTERIOR EX GARAGE 18 OH 1 G' - 0" 8' - 0" G METAL 17 COR.RIDOR 19 BEDROOM 1 20 KH 2' - 10" 7' - 0" 0' - 2" 1 WOOD Window Schedule * 'I 18 BEDROOM 1 20 WALK-IN CLOSET 21 POCKET 2' - G" G' - 8" 0' - 1 1/2" 2 WOOD 19 BATHROOM 22 CORRIDOR 19 LHR 2' - 10" 7' - 0" 0' - 2" 1 WOOD MARBLE Tyke Mark Width Height Model SHGC U-Factor Glazing Material Count Keynote tn� 20 BATHROOM 22 WATER CLOSET 23 LH 2' - 6" 7' - O" O' - 2" I WOOD NONE qTF OF 9� 2 I LINEN CLOSET 24 CORRIDOR 19 LH/RH 5' - O" 7' - O" 0' - 2" 7 WOOD I 6' - 0" 6' - 0" 0.2700 BTU/(h ft2 °F) 0.2400 (h ft2 °F)BTU 10 TW 284 I Ox2 w/ FWT29 I 1 x2 Transom NE 22 CORRIDOR 19 BEDROOM 2 25 LH 3' - 0" 7' - 0" 0' - 2" 1 WOOD 2 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU 4 23 WALK-IN CLOSET 26 BEDROOM 2 25 POCKET 2' - 6" G' - 8" 0' - I 1/2" 2 WOOD 3 1 ' - 0" 7' - 3" 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU 2 FWSL 13G I I SCTM# 1000-88 - 2 - 17.8 JM2 PROJECT No: 2018-0126 24 CORRIDOR 15 LAUNDRY 27 LH 3' - 0" 7' - 0" 0' - 2" 1 WOOD 4 2' - G" G' - O" 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU 27 TW24410 w/ FWT271 I Transom PLANNING No: DATE: 02/06/20 25 CLOSET 28 CORRIDOR 19 RH 2' - G" 7' - 0" 0' - 2" 1 WOOD 5 2' - 1 1 " 4' - 1 " 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU I TW28310 BUILDING No: DESIGNED BY: TF 2G CORRIDOR 19 MASTER BEDROOM 30 LH.Rd 5' - 0" 7' - 0" 0' - 2" 7 WOOD G 3' - 0" 4' - G" 400-Series Tilt-Wash Double Hung 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 SmartSun I G TW21042 27 MASTER BEDROOM 30 MASTER BATHROOM 28 LH 2' - I O" 7' - 0" 0' - 2" 1 WOOD MARBLE 7 2' - G" G' - 0" 400-Series Tilt-Wash Double Hung 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 5mart5un I 5CDHS No.: K10-19-0067 CHECKED BY: JM 28 MASTER BATHROOM 28 WATER CLOSET 29 POCKET 2' - G" G' - 8" 0' - 1 1/2" 2 WOOD NONE 8 G' - 0" 4' - G" A-Series Transom 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 SmartSun 1 PG045 w/ATCTDGO ZBA CASE No: SCALE: As indicated 29 WALK-IN CLOSET 31 MASTER BEDROOM 30 POCKET 3' - 0" G' - 8" 0' - 1 1/2" 2 WOOD 9 2' - 1 1 7/8" 2' - 0 1/8" 400-Series Casement Picture 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 SmartSun 5 Custom Picture Full-Frame Windows 7= 30 PATIO 32 MASTER BEDROOM 30 LHR/RHR 5' - 0" 7' - 0" 0' - 2" 3 WOOD MARBLE 10 1 ' - 0" 3' - 4 7/8" 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU I TW284G x2 DWG No: 11 31 UNFINISHED BASEMENT 33 UTILITY ROOM 34 LH 2' - G" 7' - 0" 0' - 2" 5 HM 1 I 3' - 0" 3' - 0" 400-5erie5 Casement Picture 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 5mart5un I CXW 13 32 UTILITY ROOM 35 UNFINISHED BASEMENT 33 LH 3' - 0" 7' - 0" 0' - 2" 5 HM 12 3' - 0" G' - 0" 400-5erie5 Casement Picture 0.2700 BTU/(h•ft2•0F) 0,2400 (h•ft2•°F)/BTU Andersen - Low-E4 5mart5un I G P3000 33 UTILITY ROOM 35 UNFINISHED BASEMENT 33 RH 3' - 0" 7' - 0" 0' - 2" 5 HM 13 5' - G" 1 ' - G" 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•0F)/BTU I FWT 541 G A-2s2 34 EXTERIOR EX UNFINISHED BASEMENT 33 RH 3' - 0" 7' - 0" 0' - 2" 5 HM 14 3' - 0" 1 ' - 0" 400-5erie5 Casement/Awning Transom 0.2700 BTU/(h•ft2•°F) 0,2400 (h•ft2•°F)/13TU Andersen - Low-E4 SmartSun 3 FWF20 I I Transom 3G UNFINISHED BASEMENT 33 BASEMENT LOBBY 1 2G LH/RH 1 5' - 4" 1 7' - 0" 0' - 2" 7 115 4' - 8" 4' - 0" 400-5erie5 Casement Picture 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 SmartSun 4 P3000 Architect of Record: 1 A-7 114'-8" RC ITECTUREPC 27- 10" 5'-5" 6' 3" 00, 23'-6" 18'- 10" 21'-9" 10'- 10" JM2 ARCHITECTURE, PC 00 2410 NORTH OCEAN AVENUE II'-5" 16'-5" 35'-4" 3'-7" 5'- 10" 6'-0" 3'-5" 3'-7" 3'-6" 3-G" 3'-G" 3'-G' 4'-3" 5'-5" 5'-5" 5UITE300 FARMINGVILLE, NY, 11735 T I G31.320.3305 FI G31.320.3307 F �0 Applicant: 1 8'-0' x 5'-G" James Moore Riverhead, NY G31-484-4044 s s Architect of Record : 3o JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 N Farmmgville, NY, 11738 O 6 G31-320-3305 5 u rveyo r: 0 .' Neil Grange P EFABRICAT D INSERTS GAS = PO Box 893 O., FI REPLACE W/ RE5H AIR AND VENT Syosset, NY, 1 1751 m Q - 51 G-299-GGGG 0 3 A-7 O 6 — 5 0 MASTL�6�17p00M — FD of178x250 12 12 g 12 12 - d `� -- EJ STORAGE O - � 17,-7" Project Name m 20-7" 8" 30'-4" 7" 22'-8" 8" 21'-2" 12 Moore R(551dence — — — — — — — — — — — — — — — — _ 1 `0 7� V-6 Project Address 13445 Main Bayview Rd, <r N o m N WALK-INCLO5�T `� OPEN TO DINING 35'-O" x I O'- I O" = ROOM BELOW Southold, NY 1197 I 12 co Project Type LN O O New Single Family - - - - - - 1 Re51dence MA5V MTH?OOM 16'-O" x 14'-0" 27 `° Revisions Issued For Review 12 - 12 - 18 m Preliminary Drawings Approved by Owner 03 -01 - 19 JM2 7 0" — _ 6'-0" 7" 6' I" 8" 5'-2" 7-4" T 5'-4" 7" 13'- 1" 6 Emailed to Town of Southold for Review 03 -04- 19 Site Plan emailed to Owner for Review 04 -01 - 19 0 28 �ATNp00M K-IN CLOSET Submitted to SCDHS for Review OG -03 - 19 I 18 Issued For Review 08 -OG - 19 WATT CLOS�r N I Resubmitted to SCDHS for Review 08- 15 - 19 o 26 = CHIMNEY FOR FIRST N Issued For Review 08 - I G - 19 WAt CL05�T I 6�np00M I - Plans emailed to Owner for Review 09 -04 - 19 (V 13'-0" x 15'-I " 0 FLOOR FIREPLACE14) EEE�2� MEP Drawings Issued for Review 09 - I I - 19 20 — — VENT AND FRESH AIR Drawings Issued for Review 09 - 12 - 19 O Pland Apprvoed by SCDHS 02 -04 - 20 D W CLOT 25 19 5 Plans Submitted to Town of Southold 02 -06 - 20 7'-7" 4'-8" 3'-7" 4'-7" 7-5" 4'-5" 8'-3" 17-8" �"' SECOND FLOOR s 58'-2" FINISHED FLOOR ELEVATION +28.00' CoIr7or? O DATUM 1 2'-0" 17 = LA)aUnl?Y � , m 24 m E3 � ' i - - o LINEN CL05�T P� Pr00M 2 "' 1 7'-2" x 12'-7" °� ------- OA K-INCL05ff ------- a N CV OPEN TO N 23 m BELOW --- 2 1 T 2" 8"` 5'-6" T 10' 0° A-6 m m m I m O Nk SECOND FLOOR PLAN SCALE: I '= 1/4" A-SERIES RAISED EYEBROW WINDOW BY ANDERSEN 5' 0" 5'-9" 3-G" 3-G" II' I" 5'-7" 5'-7" 10'-9" 5'-8" SYMBOL LEGEND 23'- 10" 1 P-3" 56'-6" 5 SMOKE DETECTOR HARD WIRED AND INTERCONNECTED WITH BATTERY BACK-UP C� CARBON MONOXIDE DETECTOR WITH BATTERY BACK-UP 2 A-7 DOCK SCHEDULE DOOR FRAM E NO. FROM (NAME) FROM (NUMBER) TO (NAME) TO (NUMBER) SWING- WIDTH HEIGHT THICKNESS DOOR TYPE MATERIAL SADDLE COMMENTS I FOYER 1 EXTERIOR EX LH/RH G' - 0" 7' - 0" 3 WOOD MARBLE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, 2 CLOSET 3 RECREATION ROOM 2 LH 2' - G" 7' - 0" 0' - 2" 1 WOOD AND AS SUCH ARE THE PROPERTY OF JM2 3 EXTERIOR EX RECREATION ROOM 2 RH 3' - 0" 7' - 0" 0' - 2" 4 WOOD ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE 4 FOYER I POWDER ROOM 4 LH 2' - 4" 7' - 0" 0' - 2" 1 WOOD MARBLE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 5 CLOSET 5 FOYER I LH 2' - 4" 7' - 0" 0' - 2" 1 WOOD ® ® ® ® ® ® SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. G CLOSET G FOYER I LH 2' - 4" 7' - 0" O' - 2" 1 WOOD Drawing Title 7 FOYER I LIBRARY 8 LH/RH 5' - 0" 7' - 0" 0' - 2" 7 WOOD 8 CLOSET 7 FOYER I RH 2' - 4" 7' - 0" 0' - 2" 1 WOOD 9 EXTERIOR EX LIBRARY 8 LH 3' - 0" 7' - 0" 0' - 2" 4 WOOD ` Second floo an 10 EXTERIOR EX DINING ROOM 13 LHR/RHR 5' - 0" 7' - 0" 0' - 2" 3 WOOD I I FAMILY ROOM I I EXTERIOR EX LH 3' - 0" 7' - 0" 0' - 2" 4 WOOD DOCK TYPE I DOOR TYPE 2 DOOR TYPE 3 DOOR TYPE 4 DOOR TYPE 5 DOOR TYPE G DOOR TYPE 7 12 CORRIDOR 14 PANTRY 15 KH 2' - G" 7' - 0" 0' - 2" 1 WOOD 2"SOLID ORE WOOD SOLID CORE WOOD ANDERSEN IN-SWING ANDERSEN IN-SWING HOLLOW METAL DOOR FRAME METAL DOOR*FRAME 2"SOLID CORE WOOD SEAL SIGNATURE: BIRCH VENEER,, WOOD FRAME BIRCH VENEER,WOOD FRAME VINYL..CLAD WOOD,WOOD FRAME VINYL CLAD WOOD,WOOD FRAME SINGLE HINGED GARAGE DOOR BIRCH VENEER, WOOD FRAME 13 POWDER ROOM I G CORRIDOR 14 RHR 2' - G" 7' - 0" 0' - 2" I WOOD MARBLE SINGLE HNGED DOOR SLIDING POCKET DOOR DOUBLE HINGED PATIO DOOR SINGLE HINGED PATIO DOOR DOUBLE HINGED DOOR 14 EXTERIOR EX CORRIDOR 14 RH 31 - 011 7� - 0'i Oi - 211 4 WOOD 15 EXTERIOR EX GARAGE 18 RH 3 - O 7 - 0 0 - 2 4 WOOD F � I G EXTERIOR EX GARAGE 18 OH I G' - 0" 8' - 0" G METAL 17 CORRIDOR 19 BEDROOM 1 20 RH 21 - 10" 7' - 0" 0' - 2" 1 WOOD * I I 18 BEDROOM 1 20 WALK-IN CLOSET 21 POCKET 2' - G" G' - 8" 0' - 1 1/2" 2 WOOD Window Schedule 19 BATHROOM 22 CORRIDOR 19 LHR 21 - 10" 7' - 0" 0' - 2" 1 WOOD MARBLE Type Mark Width Height Model 5HGC U-Factor Glazing Material Count Keynote (P1 02394b 20 BATHROOM 22 WATER CLOSET 23 LH 2' - G" 7' - 0" 0' - 2" 1 WOOD NONE TFOF NE�� 21 LINEN CLOSET 24 CORRIDOR 19 LH/RH 5' - 0" 7' - 0" 0' - 2" 7 WOOD I G' - O" G' - O" 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU 10 TW 2841 Ox2 w/ FWT29 I I x2 Transom 22 CORRIDOR 19 BEDROOM 2 25 LH 3' - 0" 7' - 0" 0' - 2" 1 WOOD 2 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU 4 SCTM# 1000-88- 2 - 17.8 JM2 PROJECT No: 2018-0120 23 WALK-IN CLOSET 2G BEDROOM 2 25 POCKET 2' - G" G' - 8" 0' - 1 1/2" 2 WOOD 3 1 ' - 0" 7' - 3" 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU 2 FW5L13G 1 1 24 CORRIDOR 19 LAUNDRY 27 LH 3' - 0" 7' - 0" 0' - 2" 1 WOOD 4 2' - G" G' - O" 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU 27 TW24410 w/ FWT271 I Transom PLANNING No: DATE: 0210GI20 25 CLOSET 28 CORRIDOR 19 RH 2' - G" 7' - 0" 0' - 2" 1 WOOD 5 21 - 1 1 " 4' - 1 " 0.2700 BTU/(h•ft2•°F) 0,2400 (h•ft2•°F)/BTU I TW28310 BUILDING No: DESIGNED BY: TF 2G CORRIDOR 19 MASTER BEDROOM 30 LH.RH 5' - 0" 7' - 0" 0' - 2" 7 WOOD G 3' - 0" 4' - G" 400-5erie5 Tilt-Wash Double Hung 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 5mart5un I G TW21042 27 MASTER BEDROOM 30 MASTER BATHROOM 28 LH 21 - 10" 7' - 0" 0' - 2" 1 WOOD MARBLE 7 2' - G" G' - O" 400-Serie5 Tilt-Wash Double Hung 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 5martSun I SCDHS No.: K10-19-0007 CHECKED BY: JM 28 MASTER BATHROOM 28 WATER CLOSET 29 POCKET 2' - G" G' - 8" 0' - 1 1/2" 2 WOOD NONE 8 G' - O" 4' - G" A-Series Transom 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 5mart5un 1 PG045 w/ATCTDGO ZBA CASE No: SCALE: As indicated 20 WALK-IN CLOSET 31 MASTER BEDROOM 30 POCKET 3' - 0" G' - 8" Of - 1 1/2" 2 WOOD 9 2' - 1 1 7/8" 2' - 0 1/8" 400-5erie5 Casement Picture 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 5mart5un 5 Custom Picture Full-Frame Windows DWG No: 30 PATIO 32 MASTER BEDROOM 30 LHR/RHR 5' - 0" 7' - 0" 0' - 2" 3 WOOD MARBLE 10 1 ' - G" 3' - 4 7/8" 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU I TW284G x2 31 UNFINISHED BASEMENT 33 UTILITY ROOM 34 LH 2' - G" 7' - 0" 0' - 2" 5 HM 1 1 3' - 0" 3' - 0" 400-5erie5 Casement Picture 0,2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 5mart5un I CXW 13 32 UTILITY ROOM 35 UNFINISHED BASEMENT 33 LH 3' - 0" 7' - 0" 0' - 2" 5 HIM 12 3' - 0" G' - 0" 400-5eries Casement Picture 0,2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 5mart5un I G P3000 33 UTILITY ROOM 35 UNFIN►SHED BASEMENT 33 RH 3' - 0" 7' - 0" 0' - 2" 5 HIM 13 5' - G" I ' - G" 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU I FWT 54 I G A-203 34 EXTERIOR EX UNFINISHED BASEMENT 33 RH 3' - 0" 7' - 0" 0' - 2" 5 HM 14 3' - 0" 1 ' - 0" 400-5erie5 Casement/Awning Transom 0.2700 BTU/(h•ft2•°F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 5mart5un 3 FWT29 I I Transom 3G UNFINISHED BASEMENT 33 BASEMENT LOBBY 1 2G LH/RH 5' - 4" 7' - 0" 0' - 2" 7 1 15 4' - 8" 4' - 0" 400-5erie5 Casement Picture 0.2700 BTU/(h•ft2 °F) 0.2400 (h•ft2•°F)/BTU Andersen - Low-E4 5mart5un 4 P30GO Architect of Record: RC iITECTU REPS JM2 ARCHITECTURE, PC A-7 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1631 .320.3305 F1 631 ,320.3307 Applicant: James Moore Riverhead, NY 631-484-4044 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 Farmingville, NY, 1 1738 631-320-3305 5 u rveyo r: Neil Grange © ° ° PO Box 593 Syosset, NY, 1 1791 21 - 10" G' - 0" G' - O" 2' - 10" 516-255-66GG 10 I 0 WM WM PATIO 1 2'-0" x 2 I '-2" o FAMILY ROOM � A-7 Project Name WM �6 Moore Residence ' WM Project Address 13445 Main Bayview Rd, 06 6 - _ 1 Southold, NY 1 1971 0 G 6 PANTRY - ° ° ° Project Type POWDER 0 DINING ROOM GARAGE WF WP °WP RM ° — �' A-6 New dingle Family CLG HT + 15'-0" N SEE A-3.2 FOR (ABOVE FINISHED SLAB) O CLG T + 10'-0" CLG T + I -01, LIGHTING PLAN RC51denCe 0 CLG HT 2. 6 6 6 + 10'-0" Revisions m Issued For Review 12 - 12 - 18 6 0 6 20 ° ° ° Preliminary Drawings Approved by Owner 03 -01 - 19 WP WP _ O °WP ° O © I - 1 0 3 - 9 4 - 0 4 - 0 4 - 0 I - 5 -�-wM - Emailed to Town of Southold for Review 03 -04 - 19 ' 2 wM Site Plan emailed to Owner for Review 04 -01 - 19 _ 4' - G" 0 7' - I I " 4' - 1 011 Submitted to SCDHS for Review 06 -03 - 19 do or77 T 4 Issued For Review OS-06 - 19 �6 �6 �6 CLG HT _ 5 - O 5 0 I O�0 _� Resubmitted to SCDHS for Review 08- 15 - 19 `0 + 10'-01, 10 CLG HT + 10'-O" © © ° ° ° 155UCd for Plans ema ledeto Owner for Review 09 -04 - 19 ° 91 - G" g' _ G° �WP _ �WP °Wp ° MUDROOM° I CLOSET CLOSET MEP Drawings Issued for Review 09 - I I - 19 m 'I ' - 9"2' - 0" ° ° ° - o Drawin s Issued for Review 09 - 12 - 19 o g m N _ Fland Apprvoed by SCDHS 02 -04 - 20 77 7-7 i o KITCHEN 0 8 - 0 Plans Submitted to Town of Southold 02 -OG - 20 I G'-O" x 18'-0" m LIBRARY SUN C ° °Ln ° ° ° ° ROOM ° U/M WM 71AM WM01 ° ° 2' - 5" `n 4' - 10" G' - 0" 3' - 1 " O� m o O o icy in CLG HT + CLG HT + O'- ° 10 �0" Ln K ° ° ° ° ° ° ° ° ° POWDER RM CLOSET , o ---------- ® 1 -1----- ----, - d WM i GF WM ICI ° ° ---------- ° ° FOYER SEE A-3.2 FOR RECREATION LIGHTING PLAN -- - - J 0 ROOM ----- - - --- j 41 2 A-6 ° _ © © ---------------I---------- .. N WM WM FI R5T FLOOR REFLECTED CEI LI NG PLAN SCALE: I '= 1/4" 2 A-7 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title f1r5t FloorReflC' ed NOTES: 1 . ALL FIRST FLOOR CEILING SYSTEMS SHALL BE SET AT 1 1 '-0" ABOVE FINISHED FLOOR EXCEPT AS OTHERWISE NOTED. CPI I I n n ALL SECOND FLOOR CEILING SYSTEMS SHALL BE SET AT 9'-O" ABOVE FINISHED FLOOR EXCEPT AS OTHERWISE NOTED. 2. ALL ROOMS ILLUSTRATED ON CEILING PLANS SHALL HAVE 5/8" GYPSUM BOARD FINISH TAPED AND SPACKLED. 3. ALL LIGHTING SHOWN AS PER NOTE #2 SHALL BE RECESSED INTO GYPSUM BOARD SEAL SIGNATURE: 4. ALL LIGHT FIXTURES PROPOSED IN BATHROOM AND SHOWER AREAS TO BE WATER PROOF. GYPSUM BOARD CEILING D q PROPOSED IN THESE AREA TO BE WATER AND MOISTURE RESISTANT. qCy�� 5. MEP CONTRACTOR TO COORDINATE SUPPLY AND RETURN DIFFUSER LOCATIONS WITH ENGINEERING DRAWINGS. PRIOR TO INSTALLATION, CONTRACTOR SHALL PROVIDE COORDINATION DRAWING FOR ARCHITECTS REVIEW AND APPROVAL. iz LIGHT FIXTURE LEGEND 0 2 2" LED DIMMABLE ROUND RECESSED DOWNLIGHT AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL c`7� 023945 pQ 0 4" LED DIMMABLE ROUND RECESSED DOWNLIGHT AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL �CF NE�y �G G" LED DIMMABLE ROUND RECESSED DOWNLIGHT AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL SCTM# 10 0-88 - 2 - 17.8 JM2 PROJECT No: 2018-0126 0" WATER PROOF 4" LED ROUND RECESSED DOWNLIGHT AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL PLANNING No: DATE: 0210GI20 �Wlvl WALL MOUNTED LED LIGHT FIXTURE AS SELECTED BY OWNER BUILDING No: DESIGNED BY: TF CHANDELIER LIGHT FIXTURE AS SELECTED BY OWNER SCDHS No.: R10-19-0067 CHECKED BY: JM ZBA CASE No: SCALE: As indicated PENDANT LIGHT FIXTURE AS SELECTED BY OWNER DWG No: O SMOKE DETECTOR HARD WIRED AND INTERCONNECTED WITH BATTERY BACK-UP CARBON MONOXIDE DETECTOR A-301 80 CFM EXHAUST FAN DUCTED TO EXTERIOR Architect of Record: 1 A-7 11 RCIHITECTURE ,c JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T I G31.320.3305 FI G31.320.3307 Applicant: James Moore Riverhead, NY G31-484-4044 Architect of Record: WM WM WM WM JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 Farmingville, NY, 11738 G31-320-3305 Surveyor Neil Grange o PO Box 893 Syosset, NY, 11751 51 G-299-000G m m 3 _.. O A-7 C9 � I ° m 0 0 ; 117�Fz", llr� Project Name 5' - 0" Cl) 0 F F Moore Re51dence m � n 2' - 21111� 5' - 1011 5' - 10" 5' - 10" 3' - O" _ Project Address _ TO SWITCH 0 m 0 0 m BELOW ' 13445 Main Bayview Rd, A-6 CLG HT +7'-4"101 Southold, NY 1197 I 2' - 9" 2' - 9" 2' - 9" 2' - 9" 2' - 9" - - 0 0 Project Type ulz °2 12 m New Single Family _ °2 2° WM 02 1 (D TO SWITCH ° ° 6 W' WP WP WP WP N BELOW ReS�dence 6' - 0" 6' - 0" TO SWITCH N BELOW Revisions ' °P 3' - I " 6' - 2" 3' - I " 12 - 12 - 18 p Issued For ReviewLn I � N a m 01I'IT FI M _ Preliminary Drawings Approved by Owner 03 -01 - 19 °2 °2 ° °2 Emailed to Town of Southold for Review 03 -04 - 19 WP SOFFIT HEIGHT WP WP WP N Site Plan emailed to Owner for Review 04 -01 - 19 +8'-0" A.F.F. -- 0 © Submitted to SCDHS for Review OG -03 - 19 O N _ o Issued For Review 08 -OG - 19 Fn WP ® 0 = o o Resubmitted to SCDHS for Review 08 - 15 - 19 m Review155ucd for Li 2 - 8 2 - 9 - ►n a Plans em ledto Owner for Review 09 -04 - 19 MEP Drawings Issued for Review 09 - 1 1 - 19 0 o Drawings Issued for Review 09 - 12 - 19 0 -IJ Pland Approoed by 5CDH5 02 -04 - 20 WP p Plans Submitted to Town of Southold 02 -OG - 20 - - O Ln 0 3' - 0" G' - Oil 3' - 0" 40 Ln 0 B Owl L 'WP 000 0 +EIILO'-0" A IF.FT 0 1 ��J 4 - 0 5 - 0 N 4 - 0 ® FE - G' - Oil 6' - 0" G' - O" 0 25" x 54" ATTIC AC ESE ® FM STAIR BY WERNER © a 0 o 77-c � I o 5' - 8" 5' - 7" 3' - 0" `t 0 0 C m 2FM 0 G' - 2" 71 - 311 A-6 mFX } � I TO EWIT I BELOW SECOND FLOOR REFLECTED CEILING PLAN SCALE: I '= 1/4" 2 �-7 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW, Drawing Title Second Floor Ref I ted NOTES:1 . ALL FIRST FLOOR CEILING SYSTEMS SHALL BE SET AT I P-0" ABOVE FINISHED FLOOR EXCEPT AS OTHERWISE NOTED. Ceilinq P ALL SECOND FLOOR CEILING SYSTEMS SHALL BE SET AT 5'-0" ABOVE FINISHED FLOOR EXCEPT AS OTHERWISE NOTED. 2. ALL ROOMS ILLUSTRATED ON CEILING PLANS SHALL HAVE 5/8" GYPSUM BOARD FINISH TAPED AND EPACKLED. SEAL t 51GNATURf: 3. ALL LIGHTING SHOWN AS PER NOTE #2 SHALL BE RECESSED INTO GYPSUM BOARD 4. ALL LIGHT FIXTURES PROPOSED IN BATHROOM AND SHOWER AREAS TO BE WATER PROOF. GYPSUM BOARD CEILING PROPOSED IN THESE AREA TO BE WATER AND MOISTURE RESISTANT. ��5 L qy 10, 5. MEP CONTRACTORTO COORDINATE SUPPLY AND RETURN DIFFUSER LOCATIONS WITH ENGINEERING DRAWINGS. PRIOR TO INSTALLATION, CONTRACTOR SHALL PROVIDE COORDINATION DRAWING FOR ARCHITECTS REVIEW AND APPROVAL. LIGHT FIXTURE LEGEND * I 02 2" LED DIMMABLE ROUND RECESSED DOWNLIGHT AS MANUF BY CRE ESSENTIA OR APPROVED EQUAL 023945 0 0 4" LED DIMMABLE ROUND RECESSED DOWNLIGHT AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL FOF NE�y (�G G" LED DIMMABLE ROUND RECESSED DOWNLIGHT AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL SCTM# 1000-88- 2 - 17.8 JM2 PROJECT No: 2018-0126 WP WATER PROOF 4" LED ROUND RECESSED DOWNLIGHT AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL PLANNING No: DATE: 02/OG/20 �Wlvl WALL MOUNTED LED LIGHT FIXTURE AS SELECTED BY OWNER BUILDING No: DESIGNED BY: TF CHANDELIER LIGHT FIXTURE AS SELECTED BY OWNER SCDHS No.: R10-19-0007 CHECKED BY: JM ZBA CASE No: SCALE: As indicated PENDANT LIGHT FIXTURE AS SELECTED BY OWNER DWG No: O SMOKE DETECTOR HARD WIRED AND INTERCONNECTED WITH BATTERY BACK-UP CARBON MONOXIDE DETECTOR A-3 ,2 50 CFM EXHAUST FAN DUCTED TO EXTERIOR Architect of Record: i MZ RCS ITECT R E ,c U JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1631.320.3305 FI 631.320.3307 Applicant: James Moore Riverhead, NY 2 3 631-454-4044 A-6 A-7 Architect of Record: 1 JM2 Architecture, PC A-6 2410 North Ocean Ave, Suite 300 Farmingolle, NY, 11738 _f� 631-320-3305 BRICK CHIMNEY WITH DECORATIVE � CONTINUOUS RIDGE VENT, TYPICAL CAP TO BE SELECTED BY OWNER �' "' _ Surveyor - — - - -- ------- -- - - ---- _ F _E - - - - - ---- - - ------ - R -- - -- - — - - --- --- -- -- - - - - -- - - 34' - 7 1l2"�� Gra89 _- - Neil - -- - - P Box 3 -- - -_- _- -_--__ _- _- _- -- - - -- - - - _ - - - -- - --_-_ - -- - sset, NY, 11791 --- - _ - _- - --- - -- - _ Y -- __- - - - 5 16 299 6666 _ __ - - - - - -- - - -- - - - ----- _ _ _ AVERAGE MEAN RIDGE - _:., - - --_ __ - - - = - - - - ___- -_-- - - - - -- _ -- - - EL +4 08' ECOSTAR RECYCLED RUBBER SLATE _ - - - - 2 = ROOF IN MIDNIGHT GRAY G02G24 - 03 - - - - --__ - -- _ - -- - - - _ t� -- - - -- - _ - - _ DASHED LINE REPRESENTS = - - - --_ CONCEALED FLASHING @ALL = _- - - _�(,\\ - - -- -- - - - _- _- - - ROOF VALLEYS -- _ - - - = _ -— -_ -_ - _ __ _ - - -- - ---- -- -- - - - - - - - - _ -- _ - - �p _ - _ - - - - -------- - - --------- -- - - =- - - -- - - - - -- � - - - ------ - THIRD FLOOR -- �� a__�n ---- - _ _ — - - -= - _ _ _ — - - - - —_ - --- -- -- - _. _ - - -- -- 27 0 ANDERSEN 400 SERIES WINDOWS v - -- _ -_ ___ - ALUMINUM GUTTER, PROFILE AND AND DOORS. AZEK TRIM COLOR TO _ =- COLOR SELECTED BY OWNER Protect Name BE WHITE. SEE WINDOW SCHEDULE - _ = - _ = _- - - 3G" HIGH WOOD RAIL W/4" FOR MORE INFORMATION. - _ - -- __ - L+ �� SPOKE SPACING, COLOR TO o Moore Residence HARDISHINGLE LAP SIDING BY - i BE WHITE, TYPICAL 1 CO JAMES HARDIE, COLOR TO BE _ SELECTED BY OWNER 11 03 _ ,AJ Project Address =12- f�% - - - = 12 - 12 �� N m LL_J I I13445 Main Bayview Rd, - - --- 4 - ----- --- - - 9� -__- _ ---_ _______ --- - -- - --- - - - - 9 - - -- SECOND FLOOR ------ -- - -- - — - - - -= -- - _. _ - - - -- -- ------- - - - ___ - - 17, „ Southold, NY 11971 - - -- -___-- --- - _ -- -- -- — - - 0 _ _ - - - - =_ -_- - - - - ------- ------- = Protect Type ALUMINUM GUTTER, PROFILE AND _)" � New Sin le family COLOR SELECTED BY OWNER m 9 y � ® � � ® Residence PVC COLUMN WRAP BY FYPON. o 0 PROFILE TO BE SELECTED BY OWNERJU -11 11 � 11 I I L 1, O TF I I TO :ID _][T ` Revisions STONE WATERTABLE AS SELECTEDE N 155ucd for Review 12 . 12 - 18 BY OWNER AZEK TRIM 1�111=� , COLOR TO BE WHITE Preliminary Drawings Approved by Owner 03 -01 - 19 r = _ - TE - Emaded to Town of Southold for Review 03 -04 - 19 _z - - - __ = - J z= - = - _�_L , - r�I� u . H O / ;�D Site Plan emailed to Owner for Review 04 -01 - 19 -- _-_ co Submitted to SCDHS for Renew 06 -03 - 19 -- — �=27 _ _ _ _ _ - - - _ - -__ __ _ _ - sued For Revi ew OS 06 I9 s - _ / - --- - --------- -- - - ----- -- - --- -- -®--R FIRST FL O Resubmitted to SCDHS for Review 08 - 15 - 19 s = - - - 5' - 0"' Issued For Review 08 - 16 - 19 x -_ -mac-- _ _ -r-- �- ,r- _ _ 1_ _ - T- _ -- - = Plans emailed to Owner for Review 09 -04 - 19 O -1 I,-- _ _ � _-r _I Drawings Issued for Review 09 - 11 - 19 __ _ - - MEP �r 1 =x Drawings Issued for Review 09 - 12 - 19 � = _ - _- _ = Pland Approoed by SCDHS 02 -04- 20 APPROX. GRADE_ Plans Submitted to Town of Southold 02 -06 - 20 — ®1 _ (111 �� O - - - - - - - ( - - - - - - I I _ _ A_VERAGENATURALGRADE o r- F_ - - - - - - _T_ - - - - - - - - - I - - - - - - - - - - - - - }- FOUNDATION WALL W% EL. +8.G5' 1 I I I I I FOOTING AS SPECIFIED Ln - - - - -------- --- - ------ I I I -5' - 0" '� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DATUM ELEVATION 0.00' WEST ELEVATION SCALE: I ' = 114" 2 1 2 A-1.2 A-7 I A-7 I I BRICK CHIMNEY WITH DECORATIVE I I 10 CAP TO BE SELECTED BY OWNER `" - - - - - - - - -- - - - - _ . - - E - 7 _ - _ _ _ - = _ - - _--- -- - _ - - _ - .. - - - _ CONTINUOUS RIDGE VENT, TYPICAL - � - - - - _ - _ - - - - - - � - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _. - - - _ _ _ -- ___ � � - _ T _� - - - = _ - AVERAGE MEAN RIDGE - - - - -- Is _ - ______ n_._ _ - _w. - - - - - - EL. +42.08 x._ -_ _ _ - =._-_ _ -- - - - - - - - - - -- - - "_ _u=- -_ -- --_ - - - - - - __ - _ �_ ___ - --_ --- - - - . _ _.__ - --- --- - - - - - - - - - _ -- - - - - - -- - -- - - - - - f ---_ -_ - =� _ - - - -- _ --_ - - - --- _ -- -' - - __ =_- -- - - �. a, . _�__ _. _ - __.w-� w g .._.- - _ - O_- - - - - _ . _... - - - - __ -- ECOSTAR RECYCLED RUBBER SLATE _ �. ` .. .:._.__. - _a r__ _- -. .- _ -__�....__:_ _ _ ___- __ --- = _ - -� _- - - - - _ -- _-.- -- -- - -- -- - __ ===_ _- _-cs,, - - - _ - -- -Y - -- - == -- _ --- - ROOF i MIDNIGHT I - == _=_ -- - -- - -- - _ -- = - - - -- -_ N M N GHT GRAY G02G24 ____ - -- ==_ --_ --- ----- -- -- - - _ - - _. :_ - --.- --__ - _- -= _- - _ - = _-= - _- - -_- _--__ _ -= - -=__ -=- __- � - -- - -_ -- _ � .__... ' - _-�,_ - - -- - - - - tiji - ___ - ,> -. --. - - _- - = - =- - -- _- -- _ ___ --- ___- - --- ___- -_ __ - - --- - - - -- -- _. ___.._..- -- - - ----- - - _- - - -- - --_ - - _- - - -- -- -- - --- - - --- _---=- -_ -- -_ - - - - -- - -- - - THIRD FL - -- ----- -- - -- M_ �-- --- --- _- -- - - -- - -- -- -- - FLOOR DASHED - 11 ---------- - - --- - _ - - ---- - -- - --- - - - - - -- -- - SHED LINE REPRESENTS -- ---.. - -- -- ---= ---- ---- _ - - - - - - -- - -- ----- - - --- ---- -- -- _ -- ____ --- - -- --- ---_ ---- ---- -- - -- ` -- - _ _ --- -. --- ---- --- ----- - --- -_ -- - - -- - __— - - - - - 27 - 0 - - -- --�- =—- - - ---- ----._ ------ --- - -- - - ----- — _- - - - -- - -- - CONCEALED FLASHING ALL -=--- _- =- - -- - -- - - -_- _ - - - - -- - - - - - -- --= --- - - - - - -- --- --- -- I -_ -- - - -- - - -- -- -_i -_- - -= _-_ - -_ v - -- -- - - - - ---- - - _ -=- - - I - _ - - - _- - -- - - ROOF VALLEYS - - __ _- - - _ . _ _____-_^ - _.v==- -- - - - - - - - - - -- - - - - - _ - - -- -_ - = _ _ - - - - --- - _ - - - -- - - - - - - -- -- -- - -- - -- -= - '� -- - --- - _ - - - -- - - -- - - -- "I _ = - -- - -- _ -- -= - -- --- - -- - _- - ---- -- - - 6"� _ - - - -- ---- -- _ - ---r -- - - -- ------ - - -- - -- _ _ -- - - -- - _ -- - - :_ . -- .---�- _ u _ _.� __ _ - - _1 ry j_-- - - - - _ - - _ AND DOORS. AZEK TRIM COLOR TO _ q , v- - -� - - - - - - _-- _ - - _ - - -- - - _ - - - - - __ - - _ - _ - - - _ ��_r. _ - - -- - BE WHITE. SEE WINDOW HE m __�.. _- --- - _ - _- - - SC SCHEDULE �� - n W : �_:-: = _-_ -- _ -_ ---._- _ _ _ - - - --- -- -11 _ _ - i A-SERIES RAISED EYEBROW - -" - PVC COLUMN WRAP BY FYPON. - O HARDISHINGLE LAP SIDING BY E - - - �", J _ _ b DAMES HARDIE, COLOR TO BE [::]®i � -- - - _ WINDOW BY ANDERSEN _ __ PROFILE TO BE SELECTED BY OWNER. _' _ -u - _ - _ _ SELECTED BY OWNEROT - _ - _ - 8 12 :.. .-. .,.. 1 2 __ N - __-- -- -- ------ -- - - - - _ - 8 - --- - --- - ----- - -- -- - - - r-- - -- - - - — -_ - _ = -_ - - - - - ---- I- - - - - - - - - - -- - -------- -- -=. . -- - - --_ -- - - r _ - - - - - -- - -- - - SECOND FLOOR I -- -- ----- 12 _ � ._ . _ -___— s_ -- _ �___ _ ...-- - - - --- - - ------ - - -- - -- - ---- - - 17� 1. — -- - - - ___ s -- - -- - = -_- __ -- _ - _  -- _ _- -_ - - - -- _--- - = ERVICE, =- - - --_ - - _ AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE 00❑❑0❑ 1:1 m DOCUMENTS IS IN A VIOLATION OF SECTION 7205 1 1 I I ® � I� �❑❑❑❑❑ ❑ ❑❑❑ �' SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. // 0 00 0 —L I 11 I 0 0 0 0 - ❑❑ I � Drawing Title ® ice // IL -M N =-] I- M H ri �]E]_ - 11 I I I / I I R - , /I -  _ ' OPEN THROUGH - J - _ bevations - J = - - -IF �] 10 - C-- 1 G _ T�T - _ T= o , a - _ IAZEK TRIM, COLON U I I R - _ - - =_ -- - - - - -------- ---- - - - - -- -- - - _ =-- - - - -- - = = - _ SEAL SIGNATUR . - - - - - TO BE WHITE _- - - - - - - - - - -- - - - u �_ - - - -- -- - - ,: -_ - 1 _- - - - - - - --.r--- - - -_ - - - - - - -- -.-- - - =- - - - - - --_��- _- � � _ FIRST F --- - _- ----X-- - -- -- -- - - -- - _-- -- - - - - - - - -r._=- 1- --- - - _ --- J -- --- s --- - -- -- -- --- - -- --- - _ - -= - - --- - - -- . � A = L ,- - - - -- - - -- ,r-- -- -- _ - - - -- - - _ - -z - - - -- - - -- - ---- - ---- -- - - - - - - - - _-- ST E - - �- - -- - -= -- -- ----- - - - --- -- - --- ----- - -- --- -. _ - ON WATERTABLE AS _- __ - -_r - - - -r �_ - - __ _ _ - - T_ _ -- ------ -- - --t- -- _ --- -- -- ---- ---- -- - -- r- 5 / .____- ______ ____..._ _ - _ - -L _S- --�.. Y _- _. _--__ _ - __ _- __--_ --_ _ _--- - _-_-- ________ _ -_-- ___— ________. -___ _1 __--_1 __.__—__- _ - - - -._..- _ _ __ _i_- -_ .--__ _ ._.__ ---__ _ --_-_-i L_ ..-.___ _ --_ _ - __ ---__ __ .- __= _ __-_ .____-- __-...-_. _ -_.__-- ____ _- __-___ _ .= -r-.._ - - _ q _- --. _ ._ -_c- —__ __ _ ----- - --_....__-___ - .__ ____ __- _ .,.-_ _ _i-___-_---1 _��___�c�- _ - - _- _- __ SELECTED BYO E ----- - - - --- - -- - - _ -- - r-- --- - WN R - - - - - - ��-- - - - _....-__-.___-_ . --- -_ -_ -_ -_. _____L_'-.-__,_-— r __ -_— L _ _ _ -.- -':=1C _,C= - _ _ - __-_ - _�� S.` -lam - -_�. -_ s_ ______.. -_-_ _.__ -ter__- �-��__- ._-.---.--_- - -- - -_ - - __ - - - - - __��_r ==; __--_ _ __ _ _ _ _. - -_ .. ___-__-y_- _. -_ C __.._. __---_ _- ___n_.^__- .S___ __--_ ,C-_- - -_ _ __ - _ - -k-__ _ _- - \ - .1____ ___`_ --- - -. - -_-__-- __.- __ 1- -i - ,—_..-_-'____-'___.ems_ _. -_.-- --._ _.:._ - _- _.__3.-_- - -,�— .— � _ _._._4_- _ _ - .J ..-.___-7 _ - --k- _--__ ___-_- ________-__ _-__-___.. _-._-- _ - -- - - ---__]L. - - r _ _ --- -_ - _ ' =-_-- -- -- - - - _ _ - -3G HIGH WOOD RAIL W 4 SPOKE --_-_ _- _ -_ -_ _ -___�.- —_ r -- - ___-__-- -._..- _ -- ___ - -�-_ _- --_ -______ _s ��s_=- - .30 -, _._-z______-,.-_—_�,.-mac. _�___-__`—_---`-_- - • -___- _ _" _ _ -_- - _ _ __ __ -ram-- -_:_�- 3._-. L__-_____. .. - - - _ - _ EL s= =-� ___-_--_-_-��._ , �-��----_-��--- - ,_- _- _ -- - - -- G, COLOR TO BE WHITE. �_LL _ _ -� � -_ i_. �•-- _�r--ter -�c- '_ -- - _ _-_ _` _ __ -- _ __ _ - -- - - ---_._ .._ -_---_-__ --- - I --- - _- __ _ __ _._ ._--- _- --__- - -__-_- -,�._ --_.__, .._--, -_ __,---.•- - ._- - -_-_ - --_ -_,- -._.- -_, z __- - _n- _- I- - IT------,----- - _ -I -_ _ -_ - -- _- I __ -- -_ -� _ - --___-_ - - _..-. - _, . .. , . .. '°''6 I-�r` � ,. m.. I I I I I I I I I I I I - ---- Q - 0 - -9J, 023946 yOQ` - - - I- - - I I - - - I - - - i 1 - - � - - I _ - FOFNE� - -- - - - - - - - - - - - - - - - - - - - - - - - `� � - - - - - - - � - - - - - - - - � - - - T - - - - � - � - - - FOUNDATION WALLW/ I EL.E 8GG5' ATURALGRADE o 0 I I I I I I I I I I I ( I I FOOTING AS SPECIFIED I SCTM# 1000- - 2 - 17.8 JM2 PROJECT No: 2018-0126 - =-- ®--- -_-1'1r'__, _- - - - - - _ -- - -- - - - - - - - - - - - - - - - - --L_--_ - - -�- ---- -------] BASEMENT_ 0 - - - - - - - - - � -�--- � r- --t--- -T- ,� �\ % PLANNING No: DATE: 02/06/20 L - - - - - - - - I- - ( I I I I - O DESIGNED BY: - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - I- - - - - - - - - - -I - - - - - I- - - - - - - - - - - - -i N BUILDING No: TF SCDHS No.: R 10-19-0067 CHECKED BY: JM 62M " � ZBA CASE No: SCALE: 1/4" = P-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DATUM_ _ - - DWG No: WEST ELEVATION ELEVATION 0.00' SCALE: I ' = 114" A-40 1 Architect of Record: 11 JiINA2 �� RCE ITECTUREPc JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FAKMINGVILLE, NY, 11738 T 1 631 .320,3305 FI 631.320.3307 Applicant: James Moore Riverhead, NY 631-484-4044 s rillll 2 Architect of Record : A 7 A-g A-6 JM2 Architecture, PC I 2410 North Ocean Ave, Suite 300 - - - -- - -- -- -------- -- ------------- -- - ------ --- ------- -- - ----- - - -- -- -- - - - ------ -- -- ---- -- ------- --- ------- --- ------ - - - -- - - - - - - - - - - - - - ----- 40 - _ f a I-320-3305I 1738 LAN_ Farming v n I 5 u rveyo r: BRICK CHIMNEY WITH DECORATIVE I CONTINUOUS RIDGE VENT, TYPICAL Neil Grange CAP TO BE SELECTED BY OWNER PO Box 833 TOP OF RIDGE Syosset, NY, 11791 _ - - - -_ - = -_ _ - -= 34' - 7 1/2" 5I - 9 -6666 - - -- -- -- - - --- -- - - -- - _ - _ __ _ _ - - -- - - -- --- \ _ 12 - - - - - - - __ _- - - - - -- - - - \- - - - 2- - - - AVERAGE MEAN RIDGE ECOSTAR RECYCLED RUBBER5LATE - ---- - -- - ---------- -- -- ---- ---- - -- - -- -- -- - - - - -- \ - -- ROOF IN MIDNIGHT GRAY G02G24 - -____ - _ _ -- - _.- _- -_-- -- - _ - - - --- -- \ __ , -- - __ - _ _ _ - _ f2 _ - - DASHED LINE REPRESENTS _ - _ -- - - - _ - - - _ _ \ ��4 - CONCEALED FLASHING @ ALL -!71 _ _ - =7 5_12_-- -- - I _12_7 5 - __ _ = - RC1OF VALLEYS - - - _- - - - -- II - _- - _ _ - O R f _ - \ ------ - ------- -- - - - - - - - - - - - - -THIRD -- - ___ _ - - -. ___ - 27 Q ANDERSEN 400 SERIES WINDOWS - - - - - __ __'- I \ - - Project Name AND DOORS. AZEK TRIM COLOR TO - - - - -- = `� CO J ALUMINUM GUTTER, PROFILE AND BE WHITE. SEE WINDOW SCHEDULE - - _- 4  COLOR SELECTED BY OWNER Moore Residence FOR MORE INFORMATION. --- __ - I -- �- _- HARDISHINGLE LAP 51DING BY - __ __- _ JAMES HARDIE, COLOR TO BE \ � Project Address WE? 13445 Main Bayview Rd, SELECTED BY OWNER - - 01 - o __ Y - s- - - Southold, NY 11971 L==] I--]— — — cp, - - - - 12 - - - - 4 - - - - Project --- - ----- - - - -- -- - - ------ -- - ------ -- ----- -- - -- - - -- ----- - ----- - --- - -- -- ------. - --- ----_.. --- ------- ---- - m ECOND FLOOR roe Type - == - - - - - - - - - - - - - - - - - - - - - ___ - - - - - � , �,�- - -.- - -- - - - _ _ - = - _ - i== - - — — ew Inge army ---- --- - __ _ - - _ -- — -- - __—--- —_— _ __®___ _ -a - - _----- --_- - - - — -n_ w, - - PVC COLUMN WRAP BY e51 ence I FYPON. PROFILE TO BE SELECTED BY OWNER KeV151ons ALUMINUM GUTTER, PROFILE AND ® o 0 o Issued For Review 12 - 12 - 18 COLOR SELECTED BY OWNER i // 11FU 36" HIGH WOOD RAIL W/ 4" Preliminary Drawings Approved by Owner 03 -0 I - 19 SPOKE SPACING, COLOR Emailed to Town of Southold for Review 03 -04 - 19 _- :1 WHITE, TYPICAL - -- - - - - - - - - -- - -- - - - - � - --- - I � - -- --- - - - - -- --- ----- - -- --- -- ------- --- ----- - - -- - - -- -- --- --- ------ - - - -- _ _ - - -- - -Storage Loft - - -' Site Plan emailed to Owner for Review 04 0 I 19 STONE WATERTABLE AS SELECTED ��__ L g' -Q" Submitted to SCDHS for KeweW 06 -03 - 19 - --- _;I =--]L-��-=fi__� Issued For Review 08 -06 - 19 BY OWNER _- -r_= --__ iI I ::1 ___ 7M AZEK TRIM, COLOR TO BE WHITE:1 EM _ _ - __ __ - _� - c_� - Resubmitted to SCDHS for Renew 08- 15 - 19 = z = _ - T Is - - ` - =`- - -. Y - Issued For Kevew 08 - 16 - 19 _______ _. _________ __ _____- _._ ____-_-_-_ _ _ JJ _ _ - - - - = Plans emailed to Owner for Review 09 -04 - 19 _ Y __ - _ - -- LOOK _ _= _ -- - - , _ __ _ -. - 5 - 0 _]. _ - _ :- -- - tt, -_ - -  - - - -- Drawm s Issued for Review 09 - 11 - 19 - - - - - - - - - - - _ - - - _ _ _ - _ - _- - r- -fir__— _� Y -T- 1- , ��-tr- . MEP _' --.._-s�_ -- -____- '_- - - - _ -1 _ - _ = -- _ -_ � - _ Drawm s Isu ed for Review 09 - 12 - 19 --L- ,:- _ -_ - - - _ _ - _- 9 - - - - ---z - - - -..r_ - - - - _ - _ -- -- = - - _ - - _ -- - - ------ -- __-.-, -- -- - - - - --- - - -_ _ -_._._ _ _ _ __ =_- - - _ - ----- �_ - _ - - - -- ------ --- I - - - - - - - -- --- __ - _--_ a --_ - �- _ _ _ _-�_ -`- - --- - - -- - - - - - - -�- -- _-- __- - - -- ,--- --- - -�- - - - -- _- - -- _ - ---- - - -- - - - - --- -- A rvoed b SCDHS 02 04 20 - -- -- - -- - - - - - -- ---- - --- - - - - - - - = - _ �__ - - - L=- -_ _ � --��- _ -T_- -- `g ter- _ -, --- w - _ = = - -- - -- --- - -, an pP Y ---- - -- - - ---- -y --- ---- -- -- _ - - -_ __ --�- _� - - - - -- - - - _ - - --- - `---- r - --= - ---- -- --- ---- - - - -- _ �- - -- - - -- - - _= - - = - - - -- -- - - ---r _- - -- -- • - _- -_--- -__- ___... —� 3- ._T J—__=lam �G -- ._-. - -- --. _ - -- _- - -. -- -1 _ - _--_-- :k�---n _ Plans ubmitt ed to Town of Southold 02 06 20 - = ------ = - �---s ,__ _ --� - - -_ r- - _ _ -_ - - __ - - -__ - ____ ._.-.� �__-T - � - __.___.. - _ _ -__ _'F- - _ _ "----__ _ __ _S - ---_-__ - - .--_ - - - _____ ____- -._ -�_-_-, - - _ - 4=`__1__-'tom=_ -- _:3 >'i�"_- - __ ]'_- 7 _------- -._ __ -________—_ .____. .. -__ -_-- _ - - - — _- _— _ - __ _ _ __ _ - _ _ -_-___— _.-T-.-______T___. __ .__i-_-___ - __. _.---_ .�- _ _-- _t --- - __-�C_— -�- --. _ --rC- -C - __- ._---crr —�[- �L--- -__ - -_ _ C_ _-_J� _-_ - .Z--- __r`_-- -..(..-___ __1____"._ -_ _ - _ - __ - __ __-=_Y - -��(�J C--___�- --.](--__-�_L _ - iC_— -. -.___._-.___ --_--___ _-__,_- -- -_,-. _ -__-- _---__..__ -_ _ _ _- _ -____- _____ -_.__ -_ ____ __ _ - _ _ _ __ _ _ _ - -- -i. - - r .� '�Y --ter• I -�- _ `- PPR®!\. GRADE `\ I I I - - - - - I I I I I I I I I AVERAGE NATURAL G E - -I - - - - - - - - - - - - - - - - - - I — - - - - �� - - - - - — — -�- - �-� EL. +8.G5' - � - - - - - - - - - - - - - - - - - - - - - - _ _ I I I I II 11 I - - - __ - - _ . - - - - - -r-1 - --' - ------ ------ ------- --�- ' - - - - - - --1 - - - - --- - - - - - - -- - - _J - - -- - - - -- - - '\ .._ X y ,� -- -_ - - --.— -.-- ,e-. ! I I I I — — —1 — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DATUM- - - - ELEVATION 0.00' WEST ELEVATION SCALE: I ' = 1/4" 2 /1—) A-7 A-7 II I `° BRICK CHIMNEY WITH DECORATIVEzo "' CONTINUOUS RIDGE VENT, TYPICAL ��� CAP TO BE 51ELECTED BY OWNER Cl) I �0 1 TOP OF RIDGE - - -- - - -- - - - - _ _ -- ---- _ - - - - -- - - -- F - _ - - - - - _ _ __ - - _ _ - - - - 34 - ___ - ���� - - - - - --- = _ - - _ _ - - - - - -_ - - - --- ---- ----_-------- - - =___- - - -_- _ -- -___-__-. ._. . _.. -- - - -- - -- -- - - - ----- ---- --- _= _ --- - __-- _- -- - _= =- _ - - __ _ - - - - - - - - - - -- - - _ - _ - - - - --_ -_.__ --- - - - - - - - - - _ _ _ _ _ __ _ _- - - - AVERAGE MEAN RIDGE - ` - EL +42 08' DASHED LINE REPRESENTS CONCEALED - -- - - - ----- -_ - --- — -- - _ _ - = - -. - - -__ _- - _ - _.__._ .- . . _ - ---- _ - --- - - _ _ _- FLASHING @ ALL ROOF VALLEYS - -- - --- '- -- - --- = -_ -^ _. 'P =- _ - - ---- ------- - - --- ----- _ -- - _ _ ECOSTAR RECYCLED RUBBER SLATE _ _ -_ - -- - ---- _- W - � - _ - _ - - -- -- --- .----- --,----- - - ROOF IN MIDNIGHT GRAY G02G24 ------ --- -__ __ -_-_-- . _ - ._ --_ -_ _=-- _ - sn -- uL___----__ ___-_-_, _....__- -____ -� -____. __.-_..._._.. - ._._._�-_m.___--__-____ m - I I - -_ __- _ ____� -a_ -- --- - ------ - -- ---- -- ----- -- ----------- - ------ _ _ - - - - -- -- - - - -------- -- -- ---- -- ---- -- - -- - - _ --- --- --. ---- - - _ - - - - - - -- - - m_ _ y. s= _--- -_ _----___.__.. _--._ -__..._____ _-__ .__.- __. .._.._-__________ _-_ -_ - _. -��. =_ THIRD FLOOR --_- -- - -_ _=__ - - - -- - _ - - - -- --- - - - ------- - - - - - - - - -- ---- -- - - - - ---. r--- _._ __�_ - - - - _ -_. _ __. - �._..-__.�.-__-_ �_- --__ __ -- _- - - - - - -_ - - _-- __ - - - - - _ _- l - - - - - _a - - - -- - i - x _ - ,- ds= - --_ _-- _-- - - -- I - _ - — -_ __ -_ — _ — _ - = v = _ -- -- _- ANDERSEN 400 SERIES WINDOW -- _ _ _ - - -p - _= - -- -_  _ = _ _ - - AND DOORS. AZEK TRIM COLOR TO =__ ___ = _- - - _ - -- - _ - = =-- �- _ ._ _, -.- - -__-- - --- --- - =y' ---- BE WHITE. SEE WINDOW SCHEDULE -_- -- -,-.._ _._ - - _- - _ = - = - --= -.__ __ _- = _ _ -- - GUTTER, PROFILE AN FOR MORE INFORMATION. - - -_ - - _ - _ __ - ...__ -_.._ - _ - - - - COLOR SELECTED BY OWNER - -- _ = - --- -- -- - - - - - - - - - - - _ -- - - - - HARD1SHINGLE LAP SIDING BY I . 1111 I , E� . EDL - _ - - _ - _ ____ JAMES HARDIE, COLOR TO BE = - - - SELECTED BY OWNER ��� J _ _ -= , - - - - - _ f 12 �'_��_ \01 I , . _�P'____ .H�� - - - - - SECOND FLOOR --� _- - _ _. - =- = - - - -_ - e - - - =_ =_ _ -_ -_ --_ - - ------- - - - - - - - - - - - - - - - - THESE DRAW NGS A I __ s� - - - - - - -e�_ __ _ _. _.___-_ e_ n _ - -- - - - - -- - - -- -- - -- -- - - 17 - 0 - ERVI -=-- -_ = -- _ _- - - - -= -- ----- -- - _ - - -- --- -- _ _ _ _- -_ --_ - -- -  -- - - .w -- _-- - --_ _ - - - - - _ --_ - _- - -- - - -_ _ _ - - _-- — - a -�--s _ - - - - -__ - --- - -- - - -- --- -- -- - - - - -- - -= - - --- _ --- - - - --_ _-_ -- - __- - - = AND AS SUCH ARE THE PROPERTY OF JM2 __ - -_ -_ .- __ ___ - = -- __ - - - - _ - - -- -- ---_ - -- -- - - - - -- --- - --- -- - - -- - - -- _ - - - - = ARCHITECTURE P. T _ __ _ - - _ _. .__ - _ _-_w. -- _.___ ..-.. C ANY UNAU HORIZED USE OFTHESE ;• DOCUMENTS IS IN A VIOLATION OF SECTION 7209 ® ® ® � � == �� � I � � JAMS LAP TG BY BE m SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW. _LE JI i /�� \M Ll .1® SELECTED BY OWNER Drawing Title F. F TT- 11 / -11 - T F - - DASHED LINE REPRESENTS CONCEALED FLASHING - - - - -- - - -- -- - - - - -- J - - - - - - -- -- - -- - - - -- - - - - -- - - - - -- ---- -- --- ---- -- - - -- - - - -- - - - - -- - -- - - - - - - - - - - - - - - - - - - _ - - Devatio- - storag !_oQ_ UNHUL- = 1 L _ - - - 1, 7 -i- = _L1 I- . IL -2 ��� �� OPEN THROUGH A-1.2 SEAL t SIGNATURE: m ]m EK TRIM, COLOR '0, Iff- WHITE - -- - -- - - - --- - --------- --- -- - --- ------------ - -------------- -------- - - -- - - - ,01 - - - - - -- - _ -- - - - - - - -- - - . Y = - - - - _-�==- - - s _ _._ - - _- - -__z- _- _ _ -�u - -ter - - -_-- _- _-- =�- - - _--- - - - - - - - - - - - 5 - 0 _- lC_ , } i -Y [-r[ --1—- r-- .__- - - _ - _ _ _ _ _ _ __ _ _ _ _- - - -.� - ---_ - -- - 'L - __ _ __ - _ - _ - _ _- _ _ _ _ _ -_ __1r --'_-.---1-__—_.- .- '. L _— _- ' __ - _ -__ _ - ___ -- --- ._-S - ---- -_- _ _--2_-- -tr_ Y___. .F__S-- .___ _- - __ - _ _ - - ___ __ -- -_—lam � =_._-xr "___F_-' -_ - - l_ '_- __-- --],-r..- _=v_-.-- _ _ T _ __ - _- -_ _- ___ _ - _-_ ___1______- - �c - _-.mac --- ___ - -- - ��--____ --__ - - _ _ __ _ _ _ - - __ r -z a__ - --x - = - - STONE WATERTABLE AS - _ _- = z = _ _= --- �z �_�_ J - _ - - _ s - F -- -- r _ --- - _.__ T-- � 9 -_ _-__ r ��--__� �- r,_-_ --_ - _- Y_= _- _- - _ _ -_ __-. _--� ___ - _ =mac___ -�- _s- _.r- _--__ _-. _ _ _ _ r_. .__ - _ - - _ - r- _ ___ _ - - - -- SELECTED BY OWN ER --- - ---- --- --- . _ -- -_ � _ - - _ - _- - _ - - -- - _-- __ _ _-_ _ -. _ � - - - - -_- -_ -_----. - _]--- -.t- _b-_,_ - _-_"__ 1. _ - L _ L _- _ -lL--- -T_ -'___Y - __ - __ _- - -_ __ ----- - - - - - - - -- ___ __ _-- - - , - - ...__.-. _ ._.__ ._ ---_._.-- - --.-_---_- - .. - --_------ --_ .- - ___ .-'-"Y—�_- (—_---- -- ]=�--J, - - '�--_ _ --'�C Y]CCC�r- - -.C� - - X]. - i___ _ - -__-__- .___ -_ > - _ ____ __--__f____-_>_ -_ _�__ C--__- -- �� -. _ - _ _ _ _-_ _ _ _- _ __ _ - -- - - .- ---- -- -----. -_.__ J-____._— L._.,,_ _ - _ -_ _- __ - - —_ �C.-- ____ _��__�`_--_-]r- -__-)C'=fit_ -_.-..-" _ ___ _ _ _. �_- _ -_ . -. . ,. .. -r. v. m i _- _- -_ - __---- _. __ _ -_ __ ______ ___ _ .-_—__-- ___ -- -_.__._._. ___ _---__-_-- ____-_ --_--__ _ _-_ ---_ - - - _ - - _ s. -- ___ _._ ___- - _.__ _-.. -. __. _ - _._--__ - _- —_ _ -_. _ _- —,— L— _— _.—.- -__ ---- ___--. __ -- -__-- - _- _ -_ -- _- ____-- -_ _-___ r I I I APPROX. GRADE -� s�, �� �_30 HIGH WOOD RAIL W/ 4" SPOKE I I I ®' off . -9T 02394,b y0 FOUNDATION WALL W/ _P. I �OF NEB 1 1 SPACING, COLOR TO BE WHITE I I I I I I I FOOTING AS SPECIFIED - - - _ - _ - _ _ _ - _ I AVERAGE NATURAL GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I — — — — — T — — — — — — — — — — — — T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EL. +8.G5' SCTM# 10 -88- 2 - 17.5 JM2 PROJECT No: 2018-0126 I 1 PLANNING No: DATE: 0210GI20 --- -- — ---- --- BASEMENT i i I I I BUILDING No: DESIGNED BY: TF SCDHS No.: KI 0-19-0067 CHECKED BY: JM ZBA CASE No: SCALE: 114" = I'-0" DWG No: ��l - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DATUM - -NORTH ELEVATION ELEVATION 0.00' SCALE: I ' = I/4" A-412 Architect of Record: ff - 1 A-7 RC � ITECTUREPC JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1631.320.3305 FI 631 .320.3307 Applicant: James Moore Riverhead, NY G31-484-4044 Architect of Record : JM2 Architecture, PC BALCONY BELOW 2410 North Ocean Ave, Suite 300 Farmingville, NY, 11735 631-320-3305 ---- =- - Surveyor: - --- --_-_ -_ _-_--- =-----_- - Neil Grange - - = PO Box 893 -- - - Syosset, NY, 1 1751 516-295-6666 oil PITCH _--ROOF PITCH -_ -- -- - -- - - - ----- - ------ --- --_- - _ - Project Name -- -ROOF PITCHY PROOF PITCH- --_ roJe I " —- — I 11= - - 40-7 R= 40-7 - -- - - ----- --- -- - -- ----- - -- - - -- -- ---- -- - - - - - - --- -- - - ----- -- Project ress roJe ----- - -- - -- -- - -- -- - ___- 13445 Main Ba view Rd -_- -- - - -- -_ -- — -- — - o - -_-- - - - - - __ - - - - - - Project 1 roe Type - -6 _ - - - - -- ROOF PITCH R F PITCH- ROOF PITCH R OF PIT H --- -- z-- - _ - - - - - - - - - - _ --- — PITCH- New i e ___---__-_- -- _ - - = - - -- - - - - - - -- - - - - - - - - -_ - - - - -- ROOF PITCH- -- — - - - — -- -- - - = 1� _ — II — - ---- I III _ family — — — --- -- ----- _------ --- - II — _ _3 12 R 67 2 R 67-2 R 8G 6'' R 80 6 _ s de ce Revisions ----- - - - - - - - - - - - - -_--- --- - -- -_ ---_- ssue or ewew I _ - -_ - _ -�— - - - — -- --- -- - — -- — - - _. - - � N��� --_ - : . ,. ,------_ . - _ - - - - - _ - _ - - - - ------- - - -_ Preliminary Drawm s Approved b Owner 03 0 I 19 �' 9 - _ = Emailed to Town of Southold for Review 03 -04 - 19 PITCH _ - -- _ - - Site Plan email d o - , - - -_ - _ -- - -- -- -- - - --- --- -- - -o '�- -- - - --- -- e to Owner for Review 04 -01 - 19 -- - - - -- -- --- - - -- Submitted to SCDHS for Review 06 03 19 Issued For Review05 --- - - -_ Resubmitted to SCDHS for Review OS 15 19 - - = - - - _-- - - -- --- - - - - - — - - -- _ - -- - _ ssue or ev�ew I - -- --- _ - - _ s, r Review 09 04 19 -- .-- a s emai e o Owner o - -- - - - ---- -- - _- - - c� ► - _ - _ , — -- -_ _ _ - MEP Drawm s Issued for Review 09 - 1 1 - 19 --- y -ROOF PITCH ==ROOF PITCH _ �_ - - - -- -- -__ -o - u =- --_ -_-- - - - - --- -- -- ----- - - - --- _ - --- -- -- • _ - - -- ROOF PITCH= =ROOF PITCH- --- - - -- - - -- - - 20 - - - - - --- - - - -- - - - - - - - - - -- = - - ---- ---- ---- _ __- "o -- - _-- - -- - -- ---- - - o. -- - - - - - - --- d Apprvoed by SC an - R= 40'-7" -R= 40'-7'I Plans ubmitted to Town of Southold 02 06 20 oo - - - - - _. -- --- --- - _ 'ROOF PITCH --- — --- — -- — -_ _ - — II II - -- - -_--- - - --- -_ _- - _ROOF PITCH_ - --- --— ------ F— N -- - — -- -- — -- = O =— O -- — -----__ - — -- -_ — — -- -- -- - — --— ----—_ — N — --- —--- --- --- -- — — — --- —— -- -- ------- -- -ROOF PITCH- -- --- ---- ROOF PITCH. --�m e-- -- - - _ ROOF PITCH- - -_ - -= __ - -_ROOF PITCH -_ - -- o -- --- -- - - -- - - -- - - ROOF PLAN -_ - --------_-_- - -_----__ --- --_- __- --- _ - - SCALE: I '= I/4" � 2 A-7 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENT515 IN A VIOLATION OF SECTION 7205 SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW. Drawing Title Roof Fla SEAL SIGNATURE: ARcy, N5 E Mq sqT 923945 yoQ�- F )F NE`N SCTM# 1000-88- 2 - 17.5 JM2 PROJECT No: 2018-012G PLANNING No: DATE: 02/06/20 BUILDING No: DESIGNED BY: TF SCDHS No.: R10-19-0067 CHECKED BY: JM ZBA CASE No: SCALE: 1/4" = P-0" DWG No: Architect of Record: ff JM2 11 RIC ITECTU REPc JM2 ARCHITECTURE, PC TYPICAL ROOF CONSTRUCTION 2410 NORTH OCEAN AVENUE ECOSTAK RECYCLED RUBBER SLATE ROOF IN MIDNIGHT GRAY G02G24 SUITE OCEAN 30# BUILDING FELT FARMINGVILLE, NY, 1 1738 300 I/2" EXT. GRADE PLYWOOD SHEATHING T I G31 .320.3305 FI 631 .320.3307 ROOF RAFTERS AS SPEC. @ I G" O.C. COLLAR TIES AS SPECIFIED R- 12 2" CLOSED-CELL SPRAY FOAM INSULATTON CRICKET AT ROOF 10" K 38 BATT INSULATION Applicant: 1/2" GYPSUM BOARD James Moore TOP OF RIDG Riverhead, NY 34 - 7 1/2 63 I-4844044 NOTE: PROVIDE METAL TIES AT ALL RAFTER BEARING = - --- _ _ --- - - __ _ -- - - -- _-_= NOTE. ICE AND WATER WATER PROOFING SHINGLE UNDEKLAYMENT BY GRACE OR APPROVED EQUAL EXTENDING FROM SAVE EDGE TO A POINT DIMENSIONED LOCATIONS AS PER K802. 1 1 . A CONTINUOUS LOAD PATH ------ - -- __ _ _ _ _ ,� Arch Itect of Record -_ __-_-- _- - - -- - - HORIZONTALLY 24 INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE AND A SHALL BE PROVIDED TO TRANSMIT THE UPLIFT FORCES _ - -__ - __-__ - ___ , i _ - _ - ---- - ---- -- -=  _ - -=-- ,4_10 R T JM2 Architecture, PC FROM THE ROOF TO THE FOUNDATION, TYPICAL. - -- --- _ i - --- = - - -- ALL CRITICAL VALLEY AND WALL TO ROOF INTERSECTIONS (TYPICAL) 2410 North Ocean Ave Suite 300 _ =_Ice snle�o_ - - - - - - -- - -- _ FarmmgAlle, NY, 11736 NOTE: ALL WALL AND CEILING FINISHES SHALL HAVE HAVE A -_-_------_ -- 21-c- — ------ -- 631-320-3305 -- ---__- - -- - _r_t -- = -_-__ - _ - -= i i FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 -_--- - - ----- 01 - AS PER SECTION R3 1 5. I - r — - _ - 5 u rve . K EXTERIOR WALLS i i _ -- - -- _ --- - `O PO Box 893 TYPICAL EXTERIOR WALL CONSTRUCTION - ! TYPICAL FLOOR CONSTRUCTION _ HAKDISHINGLE LAP SIDING BY JAMES HARDIE 5/8" GYPSUM WALL BOARD ON 2xG STUDS W/ 5-1/2" FINISHED FLOORING PER OWNER Syosset, NY, 11791 30# BUILDING FELT R-21 HIGH DENSITY GATT INSULATION W/ SPRAY 3/4" PLYWOOD 5UBFLOOKING 516-299-G666 112" EXT. GRADE PLYWOOD SHEATHING FOAM SEALER AT SILLS AND HEADS (T)PICAL) -_-_-_-_ FLOOR JOISTS AS SPECIFIED 2xG WOOD STUDS @ I G" O.C. FMI i i G 9" R-30 BATT INSULATION ALONG PERIMETE 5- 1/2" K 21 HIGH DENSITY BATT INSULATION NOTE: PROVIDE ADDITIONAL PLYWOOD 5UBFLOOKING TO ALIGN W/ SPRAY FOAM SEALER AT 51LL5 AND DASHED LINES REPRESENT ; MA511;V 13�PFooM WALK-IN CLO5�f FINISHED WOOD FLOORING WITH FINISHED STONE FLOORING HEADS (TYPICAL) 7]] POSTS IN WALL BEYOND i , I/2" GYPSUM BOARD � , \ � INTERIOR WALLS 5/8 GYPSUM WALL BOARD ON -- INTERIOR CEILIGNS AND WALLS SECOND F_LOO - -- -- - - - -- -� - - - - - - - - - - - - - - - - - - - 17 - Project Name _.._ 0 =- - -- - - - - - - - - - - - - - - -- - ' � � � EXTERIOR WALLS Moore Residence ME] 01=109 � 5/ GYPSUM WALL BOARD ON 2xG STUDS W/ 5-1/2" R-2 I HIGH DENSITY GATT INSULATION W/ SPRAY Project Address / \ FOAM SEALER AT SILLS AND HEADS (TYPICAL) o 0 0 N 13445 Main Bayview Rd, \ i t2iwz t?OOM FAMILY F\00M 0 0 0 t'AbJTt?1' pOW17L t?OOM\ Southold NY 1197 I F11 ' FLOOR 3/4" PLYWOOD 5UBFLOOP,GLUED AND SCREWED TO /' Project Type ALL 1 1 -7/8" TJI 5GO FJ @ I G" O.C. W/ 9" R-30 BAIT j \ i INSULATION ALONG PERIMETER (BLOCK ALL \\ ,'' f ' UNSUPPORTED EDGES) _ _ _ _ _ _ _ _ _ _ FIRST F_OOO New Single Fan11Iy GARAGE 5' - 0" Residence 5" PC SLAB WITH G"X G" W 2.9 X W2.9 WWF r e' OVER G MIL POLY VAPOR BARRIER OVER RCA Revisions - -= FILL COMPACTED TO 95% MAX DENSITY. Issued For Review 12 - 12 - 18 as \ = b - - . Preliminary Drawings Approved by Owner 03 -01 - 19 UtJ�INISN�n 6ASfMrN1 4 ° APPROX. GRAE Emaded to Town of Southold for Review 03 -04 - 19 - Site Plan emailed to Owner for Review 04 -01 - 19 \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — UNFINISHED BASEMENT a - - - - - - - Submitted to SCDHS for Review 06 -03 - 19 4" MIN. PC SLAB WITH G"x G" W2. 1 x W2. 1 WWF ° Issued For Review 08 -06 - 19 i OVER G MIL POLY VAPOR BARRIER OVER FILL ° - - - - - - a - - ° - - - - - - - - - - - - - - - - a - - - - - - - - - - - - - - - - - - - - - - - - Resubmitted to SCDHS for Review 08 - 15 - 19 ` COMPACTED TO 05% MAX DENSITY Issued For Review 08- 16 - 19 \ _ - - _ _ _ - _ _ _ - _ BASEMEN Plans emailed to Owner for Review 09 -04 - 19 MEP Drawings Issued for Review 09 - 1 1 - 19 O O : - HELICAL PILES AS SPECIFIED TO BE Drawings Issued for Review 09 - 12 - 19 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DISTRIBUTED BY DANBKO DISTRIBUTORS Pland Apprvoed by SCDHS 02 -04 - 20 Plans Submitted to Town of Southold 02 -06 - 20 TYPICAL ROOF CONSTRUCTION ECOSTAK RECYCLED RUBBER SLATE ROOF IN MIDNIGHT GRAY G02G24 BUILDING SECTION I 30# BUILDING FELT I/2" EXT. GRADE PLYWOOD SHEATHING SCALE: I ' = I/4" A- ROOF RAFTERS AS SPEC. @ I G" O.C. COLLAR TIES AS SPECIFIED K- 12 2" CLOSED-CELL SPRAY FOAM INSULAITON 10" R-38 BATT INSULATION 1/2" GYPSUM BOARD NOTE: "ICE AND WATER" WATER PROOFING SHINGLE UNDEKLAYMENT BY"GRACE" OR APPROVED EQUAL EXTENDING FROM SAVE EDGE TO A POINT DIMENSIONED HORIZONTALLY 24" INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE AND AT ALL CRITICAL VALLEY AND WALL TO ROOF INTERSECTIONS (TYPICAL) - - - - - - - - - - - - - _ TOP OF_RIDG NO - _ - - _ - - - _ -sTYPICAL FLOOR CONSTRUCTION__ - INTERIOR WALLS 5 8" GYP - - _ - - =-- -_- ---- -- =- ---- - --:FINISHED FLOORING PER OWNER =- -_- - LLB RD N _�3/4 PLYWOOD SUBFLOORING - - - _ - - - _ FLOOP, JOIST5 AS SPECIFIED- - -- - �.,_� -- - - . ,,� 0 BATT INSULATION ALONG- - _. 6�[TOOM \ WALK-IN CL0 1 \\ M NOTE: PROVIDE ADDITIONAL PLYWOOD-_ 2 5UBFLOOKING TO ALIGN FINISHED WOOD - - - - EXTERIOR WALLS e m = - " --� ;FLOORING WITH FINISHED STONE FLOORING 5/8" GYP N 2xG STUDS W/ 5-1/2" SUM WALL BOARD O -21 HIGH DENSITY BATT INSULATION W/ SPRAY P ® _ FOAM 2 5EALERAT SILLS AND HEADS (TYPICAL) / o - SECOND FLOG s- - - --- -- ----_ -- � ._. 17' - 0' TYPICAL EXTERIOR WALL CONSTRUCTION ® �F HARD15HINGLE LAP SIDING BY JAME5 HARDIE ® ® - -- 30# BUILDING FELT ❑❑� / a 1/2" EXT. GRADE PLYWOOD SHEATHING ❑❑❑ 2xG WOOD STUDS @ I G" O.C. ® FM\ A110N p00M 5- 1/2" R 2 I HIGH DENSITY GATT INSULATION , �pli k W/ SPRAY FOAM SEALER AT 51LL5 AND HEADS [IFA 10 3�OOK OOD SUBFLOOR GLUED AND SCREWED TO (TYPICAL) ALL 1 1 -7/8" I " " - I/2 GYPSUM BOARDTJ 5G0 FJ @ I G O.C. W/ 9 K 30 GATT INSULATION ALONG PEKIMETEK (BLOCK ALL I I l _ FIRST FLOG • UNSUPPORTED EDGES) U \ o 0 0 1 - ----�� _ = ° �� THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 c� �� a o000 000 oor- 000000 0 _ JOIST WITH 1/2" DIAMETER LAG d ° ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE 0 SCREWS @ 18"OC STAGGERED a DOCUMENTS IS IN A VIOLATION OF SECTION 7209 � - - - - - - - - 4 -- - 0 � SUB DIVI LmUTY p00M ` I Drawing Title a UNFINISHED BASEMENT II ° 4 MIN. PC SLAB WITH G x G W2. 1 x W2. 1 WWr\ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 7- - - - - - - - - - - - - r- - - - - - ' e . � ( OVER G MIL POLY VAPOR BARRIER OVER FILL I buildin� Sect ons COMPACTED TO 95% MAX DENSITY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _- - - _ - - - - - - - - - - - - - BASEMEN - - - - - - - - , - - - - - - - ae O a ° o ° a - - - - - - - - - - - - - - 5' 0' HELICAL PILES AS SPECIFIED TO BE ° DISTRIBUTED BY DANBRO DISTRIBUTORS O SEAL SIGNATURE: - - - - - - - - - - - - - - - - - - — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — � ��aE Doti e STAIR NOTES: �-9 023945 Q� 1 . ALL STAIRS SHALL COMPLY WITH R3 1 1 ; HANDRAIL PROTECTION, RISERS HEIGHT, TREAD WIDTH, NOSING, HEADROOM, ETC. �FOF NE��o 2. STAIRWAYS SHALL NOT BE LESS THAN 3G" IN CLEAR WIDTH ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT, AS PER K3 1 1 .5. 1 . 3. THE HEIGHT OF RISER SHALL NOT EXCEED 8 114" AND TREADS EXCLUSIVE OF N051NG SHALL NOT BE LESS THAN 9". NOSING SHALL NOT BE LESS THAN 3/4" NOR MORE THAN 1 114", AS PER K3 1 1 .5.3.3. SCTM# 1000-88 - 2 - 17.8 JM2 PROJECT No: 2018-0126 BUILDING SECTION 2 4. LANDING SHALL NOT BE LESS THAN THE REQUIRED WIDTH OF THE STAIR PLANNING No: DATE: 02/06/20 5. PROVIDE HANDRAILS AT ALL STAIRS IN COMPLIANCE WITH K3 1 1 .5.G. HANDRAILS SHALL BE PROVIDED ON AL LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OK MORE RISERS. TOP SCALE: I ' = 1/4° A-6 OF HANDRAIL SHALL NOT BE LESS THAN 34" AND NOT MORE THAN 38". ALL REQUIRED HANDRAILS SHALL BK CONTINUOUS THE FULL LENGTH OF THE STAIRS FROM A POINT DIRECTLY BUILDING No: DESIGNED BY: ABOVE THE TOP RISER OF FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OK SHALL TERMINATE IN NEWEL POSTS OR SAFETY TF TERMINALS. SCDHS No.: R10-19-0067 CHECKED BY: JM G. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1 1/2" BETWEEN THE WALL AND THE HANDRAIL. 7. HANDRAILS SHALL NOT PROJECT MORE THAN 4 1/2" ON EITHER SIDE OF THE STAIRWAY AS PER K3 I 1 .5.G. ZBA CASE No: SCALE: 1/4" = P-0" 8. PROVIDE GUARDS AT ALL PORCHES, BALCONIES, OR RAISED FLOOR SURFACES AS PER 312. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OK GRADE BELOW SHALL HAVE GUARDS NOT LE55 THAN 3G" IN HEIGHT. DWG No: 9. HANDRAILS AND GUARDRAILS SHALL BE ASSEMBLED AND CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 200# PER 5F IN ACCORDANCE WITH THE APPLICABLE CODE AND TABLE K301 .5. 10. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS OF ALL STAIRS FOR REVIEW PRIOR TO FABRICATION BY THE MANUFACTURER. A-6 Architect of Record: J hA TYPICAL ROOF CONSTRUCTION ('` ECOSTAK RECYCLED RUBBER SLATE ROOF IN MIDNIGHT GRAY G02G24 RC I T E C T U R E P C 30# BUILDING FELT JM2 ARCHITECTURE, PC 1/2" EXT. GRADE PLYWOOD SHEATHING NOTE: PROVIDE METAL TIES AT ALL RAFTER BEARING ROOF RAFTERS AS SPEC. @ I G" O.C. 2410 NORTH OCEAN AVENUE LOCATIONS AS PER R802. 1 1 . A CONTINUOUS LOAD PATH COLLAR TIES AS SPECIFIED SUITE 300 SHALL BE PROVIDED TO TRANSMIT THE UPLIFT FORCES R- 1 2 2" CLOSED-CELL SPRAY FOAM IN5ULAITON FARMINGVILLE, NY, 1 1735 FROM THE ROOF TO THE FOUNDATION, TYPICAL. 10" R 38 BATT INSULATION T 1631 ,320,3305 F� 631.320.3307 1/2" GYPSUM BOARD NOTE: ALL WALL AND CEILING FINISHES SHALL HAVE HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 NOTE: "ICE AND WATER" WATER PROOFING SHINGLE UNDERLAYMENT BY"GRACE" Applicant: AS PER SECTION K3 1 5. 1 OR APPROVED EQUAL EXTENDING FROM SAVE EDGE TO A POINT DIMENSIONED James Moore HORIZONTALLY 24" INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE: AND AT Pvverhead, NY ALL CRITICAL VALLEY AND WALL TO ROOF INTERSECTIONS (TYPICAL) 631-484-4044 Architect of Record : TOP OF RIDGE JM2 Architecture, PC _ - - - -- -- -- _ Ave, Suite 300 - - = _- -- 410 North Ocean _ - - - - - -_ -- ---- - - -- -  - -- Farmingville, NY, 11738 TYPICAL EXTERIOR WALL CONSTRUCTION -- --_-� - - HARD15HINGLE LAP SIDING BY JAMES HARDIE y 30# BUILDING FELT ____- _ EXTERIOR WALLS Surve Or: - Neil Grange 1/2" EXT. GRADE PLYWOOD SHEATHING - - - 5/8" GYPSUM WALL BOARD ON 2xG STUDS W/ 5- 1/2" PO Box 853 - -- R-2 I HIGH DENSITY GATT INSULATION W/ SPRAY Syosset, NY, 11751 5- 1 WOOD STUDS @ I G" O.C. FOAM SEALER AT SILLS AND HEADS (TYPICAL) 516-2 9- 66 5- I/2" R-2 I HIGH DENSITY GATT INSULATION W/ SPRAY -_ -_------ 9 6 6 FOAM SEALER AT SILLS AND HEADS (TYPICAL) TYPICAL FLOOR CONSTRUCTION I/2" GYPSUM BOARD INTERIOR WALLS FINISHED FLOORING PER OWNER - - 4 ___- _ 5/8" GYPSUM WALL BOARD ON 3/4" PLYWOOD SUBFLOOKING A-10 INTERIOR CEILIGN5 AND WALLS -- FLOOR JOISTS AS SPECIFIED 9" R-30 GATT INSULATION ALONG PERIMETER NOTE: PROVIDE ADDITIONAL PLYWOOD 5UBFLOORING TO ALIGN —_—_—_—_—_—_ - - MA5T�PNX00M COFFIVo1? `\ PQX00M2 FINISHED WOOD FLOORING WITH FINISHED STONE FLOORING 2xG BLOCKING @ I G" O.C. Project Name • _ - _ - — - SECOND FLOOR Moore Residence - - - - _ — — — — — 1T - 0" lu i . , --- Project Address _ s 13445 Main Ba view Rd ----------- Y Southold, NY 1 1971 - Project Type FAMILY FOOM KITCHEN FFOZ ION V00V FLooR New Single Family 3/4" PLYWOOD SUBFLOOR GLUED AND SCREWED TO ALL 1 1 -7/8"TJI 5GO FJ @ I G" O.C. W/ 9" R-30 BATT ReSldenCe INSULATION ALONG PERIMETER (BLOCK ALL UNSUPPORTED EDGES) Revisions -r FLOOR --, FIRST ` - - Issued For Review 12 - 12 - 18 Preliminary Drawings Approved by Owner 03 -01 - 19 ;77 "PACKED-OUT" STEEL I a Emaded to Town of Southold for Review 03 -04 - 19 BEAM AS SPECIFIED - �a = - o Site Plan emailed to Owner for Revew 04 -01 - 19 / _ o Submitted to SCDHS for Review 06 -03 - 19 U11Lify p00M _ Issued For Review 08-06 - 19 G 0' DO APPROX. 70 Resubmitted to SCDHS for Review 08- 15 - 19 1 2" POURED CONCRETE FOUNDATION WALL REINFORCED WITH #4 °' I I 1 Issued For Review 08- 16 - 19 BARS TOP AND BOTTOM AND @ 48 O.C. VERTICAL ON TOP OF UNFINISHED BASEMENT Plans emailed to Owner for Renew 09 -04 - 19 24" x 24" POURED CONCRETE GRADE BEAM REINFORCED WITH (4) 4" MIN. PC SLAB WITH G"x G" W2. I x W2. I WWF / MEP Drawings Issued for Review 09 - I I - 19 #G BARS TOP AND BOTTOM WITH #3 STIRRUPS @ 24"OC OVER G MIL POLY VAPOR BARRIER OVER FILL i Drawings Issued for Review 09 - 12 - 19 COMPACTED TO 55% MAX DENSITY `\ ,' BASEMENT Pland Approoed by SCDHS 02 -04 - 20 _5, - 0„ Plans Submitted to Town of Southold 02 -06 - 20 a ? ° e HELICAL PILES AS SPECIFIED TO BE DISTRIBUTED a O e ° O BY DANBRO DISTRIBUTORS �- BUILDING SECTION I SCALE: I ' = I/4" A-7 TYPICAL ROOF CONSTRUCTION ECOSTAR RECYCLED RUBBER SLATE ROOF IN MIDNIGHT GRAY G02G24 TYPICAL ROOF CONSTRUCTION 30# BUILDING FELT EC05TAR RECYCLED RUBBER SLATE ROOF IN MIDNIGHT GRAY G02G24 30# BUILDING FELT 1/2" EXT. GRADE PLYWOOD SHEATHING I/2" EXT. GRADE PLYWOOD SHEATHING ROOF RAFTERS A5 SPEC. @ I G" O.C. ROOF RAFTERS AS SPEC. @ I G" O.C. COLLAR TIES AS SPECIFIED COLLAR TIES AS SPECIFIED R- 1 2 2" CLOSED-CELL SPRAY FOAM IN5ULAITON ,, R- 12 2" CLOSED-CELL SPRAY FOAM INSULAITON I O" R-38 BATT INSULATION - -- 10" R-38 BATT INSULATION 1/2" GYPSUM BOARD - -- - - == TOP OF RIDGE 1/2" GYPSUM BOARD - --- -- - - - ---—---- ---- — — — — TOP OF RI DG E __ - - — - -- 34' - 7 1/2" — — — — — — — — — — — — — — 34' - 7 1/2" NOTE: "ICE AND WATER" WATER PROOFING SHINGLE UNDERLAYMENT BY - ---- _ - — - --=- "GRACE" OR APPROVED EQUAL EXTENDING FROM EAVE EDGE TO A POINT - - -- — TER" WA BY"GRACE" OR DIMENSIONED HORIZONTALLY 24" INSIDE THE EXTERIOR WALL LINE OF ---- • IN HIN L UNDERLAYMENT APPROVED EQUAL EXTENDING FROM EAVE EDGE TO A POINT DIMENSIONED - - -- -- - -_ _ _- — - - - - -- STRUCTURE AND AT AL THE STRUCTURE AND AT ALL CRITICAL VALLEY AND WALL TO ROOF IN ID H I I EXTERIOR WALL LINE OF THE INTERSECTIONS (TYPICAL) CRITICAL VALLEYAND WALL TO ROOF INTERSECTIONS (TYPICAL) CRICKET AT ROOF EXTERIOR WALLS = _ - - --_ CRICKET AT ROOF II II 5/5" GYPSUM WALL BOARD ON 2xG STUDS W/ 5- 1/2" R-21 HIGH DENSITY BATT INSULATION W/ SPRAY - - - MA5V 6fPFOOM DASHED LINES REPRESENT FOAM SEALER AT SILLS AND HEADS (TYPICAL) _ _ h I ' POSTS IN WALL BEYOND A-10 ` TYPICAL FLOOR CONSTRUCTION { FINISHED FLOORING PER OWNER = ' 3/4" PLYWOOD SUBFLOORING TYPICAL EXTERIOR WALL CONSTRUCTION IF co It7o� WALK-INC05s f I I I , = HARDISHINGLE LAP SIDING BY JAMES HARDIE FLOOR JOISTS AS SPECIFIED r - 9" R-30 BATT INSULATION ALONG 30# BUILDING FELT ' PERIMETER i I I/2 EXT. GRADE PLYWOOD SHEATHING 2xG WOOD STUDS @ i G" O.C. L_l L_J < I NOTE: PROVIDE ADDITIONAL PLYWOOD - • 5-1/2" R-2 1 HIGH DENSITY BATT INSULATION / SPRAY FOAM 5UBFLOOKNG TO ALIGN FINISHED WOOD W ! - I FLOORING WITH FINISHED STONE FLOORING SEALER AT SILLS AND HEADS (TYPICAL) _- U _ _ SECOND FLOOR - - 1/2 GYPSUM BOARD — — =-_ — — — — — — — -----�- -- _ — — _ — FLOOR SECOND , • _ _ _ 11 - _ FAMILY p00M TYPICAL FLOOR CONSTRUCTION • - TYPICAL EXTERIOR WALL CONSTRUCTION FINISHED FLOORING PER OWNER -—-—_ —_—-—- —_—_ 0 FOYtp ao r LILT aosFr ® 3/4" PLYWOOD 5UBFLOOKI N G HARDISHINGLE LAP 51DING BY JAMES HARDIE _ \\ PINIZFOOM = _ 30# BUILDING FELT _ FLOOR JOISTS AS SPECIFIED o - 1/2" EXT. GRADE PLYWOOD SHEATHING 9 R-30 GATT INSULATION ALONG PERIMETER N THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, 2xG WOOD STUDS @ I G" O.C. NOTE: PROVIDE ADDITIONAL PLYWOOD SUBFLOOKING TO ALIGN - AND AS SUCH ARE THE PROPERTY OF JM2 THIN-SET STONE VENEER ` INTERIOR WALLS FINISHED WOOD FLOORING WITH FINISHED STONE FLOORING ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE / 5-1/2 R-2 1 HIGH DENSITY GATT INSULATION W/ K - I 5/5" GYPSUM WALL BOARD ON SPRAY FOAM SEALER AT SILLS AND HEADS (TYPICAL) DOCUMENTS IS IN A VIOLATION OF SECTION 7209 INTERIOR CEILIGN5 AND WALLS I/2" GYPSUM BOARD SUB-DIVISION 2 Of THE N.Y. STATE EDUCATION LAW. < I \\ \\ ,' Drawing Title ` - = FIRST FLOOR — — _ _ FIRST FLOOR FLOOR Bu�id�n Sec n5 a I FLOOR I _ _ •° - - 3/4" PLYWOOD SUBFLOOR GLUED AND J 3/4 PLYWOOD 5UBFLOOK GLUED AND SCREWED TO SCREWED TO ALL 1 1 -7/8" TJI 5GO FJ @ ALL 1 1 -7/8"TJI 5GO FJ @ I G" O.C. W/ 9" R-30 BATT 4 I G" O.C. W/ 9" R 30 BAIT INSULATION SEAL 51GNATURE: INSULATION ALONG PERIMETER (BLOCK ALL APPROX. GRADE _ _ _ALONG PERIMETER (BLOCK ALL APPROX. GRADE UNSUPPORTED SUPPORTED EDGES)- - - - - - - 0' - 0" UNSUPPORTED EDGES) 0 D Rcy 4 " Q I a ° - UNFINISHED BASEMENT I 1 2" POURED CONCRETE FOUNDATON WALL REINFORCED WITH #4 UNFINISHED BASEMENT 14 4" MIN. PC SLAB WITH G"x G" W2. 1 x W2. 1 WWF I RS OP AND @ 48 ° 4" M H G"x G" W2. I x W2. I WWF ° • a� �9 O� BA T AND BOTTOM A O.C.O C VERTICAL ON TOP O IN. HE SLAB WITH 24" x 24" POURED CONCRETE GRADE BEAM REINFORCED WITH (4) # OVER G MIL POLY VAPOR BARRIER OVER FILL I a . OVER G MIL POLY VAPOR BARRIER OVER FILL COMPACTED TO 95% MAX DENSITY G BARS TOP AND BOTTOM WITH #3 STIRRUPS @ 24"0C COMPACTED TO 95% MAX DENSITY _ — BASEMENT BASEMENT — E ,T HELICAL PILES AS SPECIFIED TO BE -5 - 0 -5 - 0 cA>, DISTRIBUTED BY DANBRO DISTRIBUTORS a O O a d- d4 ° O O a " ° 8 q 239� O �. ,< - - — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - T OFNE�N I I — 5CTM# 100 -88- 2 - 17.8 JM2 PROJECT No: 2018-012G PLANNING No: DATE: 02/06/20 BUILDING No: DESIGNED BY: TF SCDHS No.: R10-19-0067 CHECKED BY: JM BUILDING SECTION 2 BUILDING SECTION 3 ZBA CASE No: SCALE: I/4" = 1'-0" SCALE: I ' = 1/4" �-7 SCALE: I ' = I/4" A-7 DWG No: Architect of Record: RC JITECTU R E PC JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T 1631 .320.3305 FI 631 .320.3307 NOTE: 5IMP50N CORNER TENSION TIE 32 5" HOLD DOWN CONNECTORS W/ Applicant: FASTENERS REQUIRED AT ALL 1 pp CORNERS. SEE DETAIL ON SHEET 5-5. James Moore A-$ Riverhead, NY G"xG" CCA WOOD POST W/ POST 631-484-4044 ANCHORS AS MANUF. BY 51MP50N W/ ------— _ -- - FASTENERS AND 1 1/2" W x 3G" L COIL - - - - - - - - - - - - - - „ - - - - - -2 2" x 10"- - - - - - - --- _--- -- - -_ --- _ - _- _ Architect of Record : -- - - - - - --- STRAP WRAP OVERTOP OF HEADER - (2) 2 x 12 - - - _ _ �. - - - - _ _ - _ - = Architecture, PC - - 24 10 North JM2 - -,-- --- -- - I ., ..... . v -•-.. .. 4 -- - -- - - --- - an Ave, S 3 00 - - -' NY,eI I OU I UO O I I - - - _— _— - _ — - - 631-320-3305 Surveyor POI Goran e 5'-7` g - — =— x 893 N I N x - _ - - - - - S osset NY 11791 I - - "-r _ --- _ _ FRAME COPULA W/ 2"xG" RR @ Y , NOTE: PROVIDE DOUBLE ROOF 2" x ! 0" (2) 2" x 10" w (2) 2" x 10° " I _ — - _ _ - _ _- _ _ =I G" O.C. AND 2"x 10" HIP--- RAFTERS - 516-299-6666 RAFTERS @ COPULA BASE I „ „ ♦ I i I r' - RAFTERS AND 2"x4" CT @ 48"_ 2 x 10" RIDGE ( - _ - O.C., BOTH DIRECTION5.� a —I - - - - - - L- - - - - - - � - - - -I— T - - = - -- — - -- - ---- v_ n _ - ---- I Q I I +�/ U I U wr o -- U..- ^ - --_- - --- - - - - c - � - ♦ ,� X - r - X ° ... = N - - - -- _ ------- - _  ---- - - _ =- - - -- _ _ _ Project Name 2"xG" LAYOVER ♦ ., m � ro e N - - -- ----- - ---- - ° N R @ I G 0.C. ♦ v _ -- yam_--__-- - -" N I I O IV - - I - -- -- - -- _ - - -� _ -- - _ _- = ---_ Moore Residence ° @ I X I X I 2"x4" LADDER RR - "' 2 x4 LADDER RR 48 O.C. 2 x6 - _ - -- - --- -_ @ 48" O.C. --- - - ° FASCIA TYPICAL FRONT AND BACK I I I '/ (4) 1 3/4" x I G" ML UPSET 4" I I I = - -ROOF PITCH— ---ROOF PITCH_= - - -- - % _R- 40'-7" - — - --- - Project Address G"xG" CCA WOOD POST W/ POST _ - - - - _ _ - --- ` HELICAL PILES AS SPECIFIED TO BE ANCHORS AS MANUF. BY SIMPSON L - - - _ _ -- _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ - - 13445 Main Bayvlew Rd, DISTRIBUTED BY DANBRO DISTRIBUTORS W/ FASTENERS AND 1 1/2" W x 3G" L 2"x4" LADDER RR 2" x 1 2" LAYOVER VALLEY PADS Southold, NY 1197 I COIL STRAP WRAP OVER TOP OF @ 48" O.C. HEADER Protect Type ,. New Single Family BUILDING 5EC fON .Z POOL HOUSE STRUCTURAL PLAN POOL HOUSE ROOF PLAN Residence SCALE: I ' = IV A 8 SCALE: I '= 1/4" SCALE: I '= I/4" Revisions r Issued For Review 12 - 12 - 18 rf ° N Preliminary Drawings Approved by Owner 03 -01 - 19 Emailed to Town of Southold for Review 03 -04 - 19 Site Plan emailed to Owner for Review 04 -01 - 19 1 5' - 7" Submitted to SCDHS for Review 06 -03 - 19 :h 1 211 1 ���� 1 2" 1 2" Issued For Review 08-06 - 19 { - _ PROPOSED ELECTRIC Resubmitted to SCDHS for Revew 08- 15 - 19 G" �G� a G � —IG - _ - - - - - - - - - - - - - - - - - _ _ PROPOSED 3 0 x 7 0 1 r Issued For Review 08 - 16 - 19 _ SOLID EXTERIOR WOOD Rt 1 A-8 __ _ ___ PROPOSED WATER _____ _ A$ DOOR. PATIO DOOR TYPE 4. I _ _ _ Plans emailed to Owner for Review 09 -04 - 19 - - - - - - - - - - - - - - - - - - - - - - - - MEP Drawingsissued for Review 09 - 11 - 19 Drawings Issued for Review 09 - 12 - 19 I I o� I Pland Apprvoed by SCDHS 02 -04 - 20 PROPOSED SANITARY Plans Submitted to Town of Southold 02 -06 - 20 DASHED LINE REPRESENTS __--_ -----__ CONCEALED FLASHING @ ALL - ROOF VALLEYS 4' 8" 6' 7" 5' 12'-7" 8 4'-7' - " 12" = OUTDOOR SHOWER - _ ECOSTAR RECYCLED RUBBER SLATE �� PUMP RM BATHROOM 'n STORAGE 4'-5" x 7'-5" O HARDI5HINGLE LAP SIDING 13Y ROOF IN MIDNIGHT GRAY G02G24 - �7 4'-0" x 7'-5" G'-9" x 7'-5" 12'-4" x 7'-5" JAMES HARDIE, COLOR TO BE - - - - _ - - - -- - SELECTED BY OWNER _ _ •$" �. _ = = = _ - - -- - -- -- -- - - - - - ---- - - - - --- -- ------ - - - -- - - -+ - -- - - - - - - - - - - - - -- ALUMINUM GUTTER, PROFILE AND - - - f,..r COLOR SELECTED BY OWNER r---- . • " � '�; `•, - ,� ,:rrxl--` - . ..F, .�a °� _ - X; PROPOSED 3'-0" x 7'-0" SOLID EXTERIOR PVC COLUMN WRAP BY FYPON. PROFILE TO BE SELECTED BY OWNER WOOD DOOR. PATIO DOOR TYPE 4. z ANDERSEN 400 SERIES WINDOWS N I i ' I I STEP DOWN TO EXTERIOR I o o AND DOORS. AZEK TRIM COLOR TO PATIO CONCRETE SLAB STONE WATERTABLE AS SELECTED BE WHITE. SEE WINDOW SCHEDULE \\ I ; i I BY OWNER FOR MORE INFORMATION. _ oc �Go , o o // I i i ENTERTAINMI=NT I 0 0 _ r I i - -1 -r- - - - - - - - - - - - - - - - - - - - - Ti - - — - - - - - - - - -,°f- - - - - - - - - -- - - �- - - - I !f L I I — — ,� - - — — — — — — — — — — — — — — — — — — — — — — — 30' - 0" i POOL HOUSE WEST ELEVATION POOL HOU5E 50 - H ELEVATION POOL HOUSE PLAN SCALE: I '= 1/4" SCALE: I '= 1/4" Ire,- SCALE: 1 '= 1/4" 4'-8" t 20'- 10' 4' 0 29'-4" 1211 1211 1 10" POURED CONCRETE FOUNDATION WALL G"� �G" 1 12" 12° A-8 REINFORCED WITH #4 BARS TOP AND BOTTOM AND @ _ A-8 =F 48" O.C. VERTICAL ON TOP OF 22" x 22" POURED CONCRETE GRADE BEAM REINFORCED WITH (3) #G 12"x3G" 50NOTU13E PIER j BARS TOP AND BOTTOM WITH #3 STIRRUPS @ 24"OC W/ G"xG" CCA WOOD - - - - - - - - - - - - - - - - - - - - POST, TYPICAL (2) - - - - - - - - - - - - - - - -s'? P 19'-2" 10" — DASHED LINE REPRESENTS UNEXCAVATED I - SHING ALL 5„ PC H G"X G" W .9 12" - - O SLAB WITH 2 9 X W2 I - - - - R OF VALLEYS „ WWI` OVER G MIL POLY VAPOR TOW- 7 -- vn - 10_ " BARRI ACTED ECOSTAR RECYCLED UBBER SLATE HARDISHINGLE LAP SIDING BY TOF + - - ROVER RCA FILL COMPACTED ROOF IN MIDNIGHT Y G02G24 - JAMES HARDI COLOR TO BE BOF +9'-0' ` ER 95% MAX DENSITY• SELECTED BY OWNER _TT _ ALUMINUM GUTTER, PROFILE AND ° - '� d - - - °_ ' ` ° • --° °' ° • ( THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, -$-- COLOR SELECTED BY OWNER - - - - - - - - - - - - - - `� - - - -I o L AND AS SUCH ARE#4 X 4'-O" DIA C3NAL BARS AT EACH ENDARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE PVC COLUMN WRAP BY FYPON. OF EACH DOOR OPE>�f G. t- DOCUMENTS IS IN A VIOLATION OF SECTION 7209 PROFILE TO BE SELECTED BY OWNER SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW, 0 0 1O" 10° 6"1 1'-G" C° 0 AREA INDICATES TOP OF OC Of WALL TO BE STONE WATERTABLE AS SELECTED g _ (n � DROPPED 1 2" AND SLAB TO BE HAUNCHED OVER WALL. I ( TOW +2'-G" (I 2.50') Drawing Title I BY OWNER m I _ TOF -0'-2" (9.83') L I BOF - I '-2" (8.831) U N EXCAVATED ., I 5" PC SLAB WITH G" x G" W 2.9 x W2.9 I " POOL hOUSe o i WWI` OVER G MIL POLY VAPOR I i m a BARRIER OVER RCA FILL COMPACTED .J Y TO 95% MAX DENSITY. FF EU + 12'-G" SEAL SIGNATUP\E: �- — — — — — — — — — — — — — — -- — — — — 4'-7" 17-8" 7-9" 30'-0" 0239�5 �c0FNE�� POOL HOUSE EAST ELEVATION POOL HOUSE NORTH ELEVATION POOL HOUSE FOUNDATION PLAN SCTM# 1000-8 - 2 - 17.8 JM2 PROJECT No: 2018-0126 SCALE: 1 1/4" SCALE: I '= 1/4" SCALE: I '= 1/4" ti PLANNING No: DATE: 02/06/20 BUILDING No: DESIGNED BY: TF i SCDHS No.: K 10-19-0067 CHECKED BY: JM ZBA CASE No: SCALE: 1/4" = 1'-0" DWG No: Architect of Record: I J - NA2 A 8"x8" CCA WOOD POST W/ POST ANCHORS AS MANUF. BY RC I T E C T U R E PC 15IMP50N Wl FASTENERS AND 1 1/2" W x 3G" L COIL STRAP 26'-0" 26' o" WRAP OVERTOP OF HEADER JM2 ARCHITECTURE, PC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _1 - - - - - - - -- - - - - - - i _ _ _ _ _ _ ION RTHOCEANAVENUE I (4) 13/4" x 117/8" ML K\_5 , ; - -,_ � 5UITE300 Ia� /� - - - - - - - - - - - - - - - - - - - - - ; � _ FARMINGVILLE, NY, 11738 `_ ' 1 -�� I T 1631.320.3305 F) 631 .320.3307 ♦ / I III III � I ♦ I ! I ; III BALCONY III III 1 ♦ / I III 2 G'-0" x 1 I '-4" III ♦ �,J � U gyp / I I I I = ♦ �, U_ 0 ,��J / I N : o I I I III I III III Applicant: -1 III II I James Moore / ' = III III Riverhead, NY � I X ♦ �'� � � .+ / I X I III II N �, III III 631-484-4044 �; I I ^ 2x8 FJ @ -♦ ♦'y �Z/ / 2x8 FJ C' — I N I I 'I 6'-5" 6'-0" 6'-01, 6'-5" II I I I ``�- , I m I (3) STUD POST FASTENED W/ (2) I I 1I 10 I Architect of Record : I G OC ♦ / I G OC III III JM2 Architecture, PC _ L I Od NAILS, TYPICAL OF (2) � Ii I I I I ♦ / I I I - - - _ - - _ __ _ __ I 24 I 0 North Ocean Ave, Suite 300 I 1 I (3) 2" x 10" HEADER I I I I - - _ - - __ - = I I I - - -- - - - - Farmingville, NY, 1738 _ � _ III 12 III _ Y _ �,. I I = - =-__ - - - - - _-- = --_- - --- - � 63 I-320-3305 I (2) 2" x 10" HEADER ' ' - _ - - - _ - (2) 2 x 10 HEADER I - _ _ - I I ) I � ! - R - _ - _ - -= _  - PROPOSED (2) 3'-0" x 7'-0" SOLID ' I I I - _ _ - ____- _ - r _.-��: - ---- EXTERIOR WOOD AND GLASS DOOR. SUrVeyOr: - - - - - - - - - - - -(2) 2x8 RR- - - - _ - = - - Neil Gran e 1 1 w —I- �- I- - W I I _ ---:_____ - DOOR TYPE 3. _ PO Box 8 - - 53 _ - - _ _ - - ,n Aw I � O I I w - - -- - 91 _- -- -- - ---- - - - _ FT ' _ _ - - Syosset NY 117 I I = I I I = I I - ----- --_-_----_= - _ - _ - - _ _— __ ---_=_ --- 24'-9" x 8'-1 " 516-299-6666 I = X - O I I _- _ -- -__ = __ - _ 1 I I N I I - I I _ _ - - -- - — _ = = 12 I I X I I I I X I I = - - _ _- N (3) 13/4" x 117/8" ML nI I 1 = = _ - - _ _ _ - _ 1.1 (4) 2" xG" WOODPOST, TYPICAL' N- -i- - - - - - - - - -}- - - - - - - -—I=�,,-N I 1 -_ - -_ _ _- - ______===___________________________7 _ _ r, II Ili I I _ - - - - - - _ ___ j1 I J I I t1 =_�I ===��I I - - _ - - - - -- - _ �t}-------11 I I �� �� I I _ - - - -- __ _ - III ------- I I Ui 0Ly i Iff==�I'--t� I = _ _ _ - _ - = __ _ _ ______11 iR= I I X - III X 111 I _ - - - — _ -_ - _ I = I N I 1� '' �I ilk. I _ _ - - - = 1 ======= t� �. �r ... 'I I - _ o I I \ — I I \ 111 -_ -_ - — - - -- - — -- — _ I I mI XI - =c�I -_;� _ a - _- __ _ - - - - __ - :IT_______ I Project Name I I LU - u--- ___ _ I I _ _ - - _ _ - ' iII I I � I N i-- - - ' - - - _ -- -------- � . I Q (v ri- _mom--- I I I - - - II s-.._ -- - -- -- - = 1 � ___�_ ----- I I - - _. _ - - _- — — - ________7____ _ --- b OPEN STORAGE ------ � Moore Residence -- - -__ --_-_ ____:__ - - 2x8 RR - I - 2xF3 RR -_.-- --- - - -- -- - I I - I I �, - __ _ - -_ m 24'-9" x 3 2'-0" ------ I I X .G�`OC I G"OC I I �, -- - - -- - ----- -=ROOF PITCH -- -- ==R0 =-- --- ____:==-_= __= -- . __ ___ -- F PC I 1 = I @ I @ ---I -- - -- - - _- - -- ------ N 1 I r _-.-_e ___ -6 / i 2 - -- - 6"/ 12' --- Protect Address - =I - 1 I ___ - - - - - -� - --- - �__ - _._ � ��v. ti� F ------ 13445 Main Bayview Rd I I A I I a _ -- -------------- O 5' 0" AB OVE _=. _---------- ---- -- --- —_ - � 2x8 RR - I I _ 2x8 RR I -- w`y_y - - - _ -- - ---- ---- - -- - - _ -_ -ate N FLOOR SHALLBEROf FLOOD DAMAGE-RESISTANDT -- --- oI NY _ w. _ - - __.:_ � �@ I G"OC I I - @ I G"OC I I °ROOF PITCH- - --- _ _ - _ _ _ =ROOF PITCH-: ,, x oMATERIALS DESIGNATED BY FEMA ------ outh 11971 _'1,ii N_ I I I I - u I I _-_:24"/ 12" -- - --_-_- --24"/ 12" - - - - ------ Protect Type I I I I w_ -._. -.__ ------ - _ .....___. - _ -- / - I QI I Q f I _` -_ - _ ---- --- ---- -- - -_--- _-_ - ._-_ - trlu Q I - -- - w: -- -- - - New Single Pamily = I = 1 I - ----_--- ---__= --- - -- _ ------— ---- - = -_ -__._ ._____.___= I I o — - _ - -_ = _ _ esidence +,,_ �jI 1 I I — - - - -- --- - _ - _ _ —�� a _ 12 ,P�` 12I I X I I X i i _ oRevisions 1 I N N I ____,_`_ i.=_._ � -_ -_=- - - __--_- __-- - --- - ---_ 10'-0" W Renew 12 - 12 - 18 ^ I I = -=1 I N I_ _ (2) 2x8 RR I _ _ N I - - _ _ -_ -_ - _ _ - - - - - - - - - � - PROPOSED D WIDE x Issued For _ _ - - d b 0 03 O l 19 - -- - - - - 1" I 1 1 _ _ _ _ _ _ _ _ __ _ - _ _ _ BARN-STYLE SLIDING DOORS old for Re ewr 03 -04 - 19 Preliminary Drawings Approved 1 I I I I 1 I _- _ -- _ __ _ - -_ - _ -- ,-_ - - _ _ S telP an emalled to Owner for Rev ew 04 01 19 NOTE: SIMPSON CORNER TENSION TIE I , - - -_- - _ - _ _ - �' S° l0' 011 r 5" 1 (2) 2" x 1 2" HEADER (HIGH) I ' ' Submitted to SCDHS for Review 06 -03 - 19 HOLD DOWN CONNECTORS W/ - - - = - - 11 I I jj -- I I - - - _ _ _,- - - I -- -- -- -- -i - -- -- - - I 647777771 I --- -_ _- _ - _- - - - -- -- -- -- -- - - - -- -- - - - - 1 Issued For Review 08 06 19 FASTENERS REQUIRED AT ALL I 1 I , _ _ = -- - _ - _ - -_- --_ - - _ -_ _ _ -- - - - - _ - - - - - - - - - - Resubmitted to SCDHS for Review 08 15 19 CORNERS. SEE DETAIL ON SHEET 5-5. ; (2) 1 3/4" x I 1 7/8" ML EADER (L.OW) : � ,- _ ___ _ _ _ -- -- ---__ -_-- _ - H H I Issued For Review 08- 16 - 19 _- - - -_- _ -- -- -- -- ---- _ _ - _- - I Plans emalled to Owner for Review 09 -04 - 19 2"x4" LADDER RR 4)6" O.C. * 2NG" (4) 2" x G" WOOD POST TO �' MEP Drawn s Issued for Review 09 - 1 1 - 19 FASCIA TYPICAL FRONT AND BACK BOTTOM OF ML, TYPICAL OF (4) �� 13' o" 13' o" I g ! _7" 4'_4" 9'_6" r°` 9'-6" 4'-4 1* 4" I'_�" I Drawings Issued for Review 09 - 12 - 19 /��f 30'- 10" I Pland Apprvoed by SCDHS 02 -04 - 20 Plans Submitted to Town of Southold 02 -06 - 20 8, _ 1 —X - - - - - - - E- - - - - - - - - - - - - - - - - -1 / __",_/11 I ,} / I". r I, / ..,,� STORAGE BARN STRUCTURAL PLAN STORAGE BARN ROOF PLAN STORAGE BARN PLAN SCALE: I '= 1/4" SCALE: I '= I/4" SCALE: I '= 114" � 1; r` CONTINUOUS RIDGE VENT 2 ` 12 - - -m -- _ _ G" - _ _ - _ _ - --- Gil O G �X8,� - - - - - - -- - = - __ =_ _- _= == _= - (2) 2 x 12 HEADER \ @ _ - - *5 C>C (3) 13/4" x I G" _ T _ - _ �ML EACH SIDE - - 1` - - =- � .. w �.. .�_..-� -_ � - - - 2x8 CJ @_I G" O.C. __ -- - - - _ - -- - 12" Ili - - - - - - - - - - - - - - - - - - - - - - - - - - - - iu 12 _- - _ - _ - - _ - - - 3 _p11 20' 3" 31_QII - - - — - --- - — - - - - - _----- 24 O f� 24 _ - _ = _ - - _ _ _ _ - _ - r. i rr � -I --- _- - - _--- _--- =- _ - -- - - --- - _ ---- 11 15 15 -- = ---_-__- - - - --- = CO - - — ____ --- m - - - — - - - - - — - - - - - - -- - -- - --- -___-__-_- _ � �/� I 1 �._- _ -__ - _-__-_ - -__-_ ___-_- ___- - --- - N {- + _ __ —_— - — -_ ___ --_.- ____—_—__________—_ — ___——_— _ —— _ ——— _ /� ------ ------- -------------- --- ____ — ----- -- - -- __ - _ IN �L// / __--____-.- - -_________ ------ _ I cr �� � -- --- -- -- — - - — — _ - -- _ -- __ _— L — I — -J L — I — J 2x8 RK @ �� �, 2x8 R @ - _- _=- _- ___ - = -- ---- -__----___--- - -_- -- -_ - - I G" O.C. I G' O.C. --- -- _ - -------_--- _ __ 1V (2) 13/4" x 117/8" ML HEADER- -___= - =____ - ---_ -- -_=__ __ _-_=---__ -_-_ _ - -- --- - - ,_� __ - ----- - -- y - - - - -.� �,11 �: 26' 0" 0" 23�_2" 2'-0, ` 0 �," v101, 9'-8" 5'-0" 9'-8" 10'1 "' 0 121-1 12 ao Eo -1114- r=..---- '', � - - - a - - a - - - - - - - - - - - - - - - - - - 7 '_� -[U . o 4 1 I 0 ,. - _J n,J �_�__Ej 11, --------,,,-, I - I , -"< I 11 I IN / \I �, I 11-IMM I I, I �:_ {. I ,� 5'-3" 5'-3" I I o-;,� y y�, 1 I I e I I wary' 1 . r I- - - - - - - - - - - - - - - - - - - - - - - - -1, m I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I, rI - - I, 1 4- I 10" POURED CONCRETE FOUNDATION WALL L - - - - - - - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L - - .J ( i REINFORCED WITH #4 BARS TOF AND BOTTOM ( ' - i AND @ 48" O.C. VERTICAL ON TOP OF 24" x I11 24" POURED CONCRETE GRADE BEAt 14,. I ad` REINFORCED WITH (3) #G BARS TOP AND",,," I a- STORAGE BARN WEST ELEVATION STORAGE DARN SOUTH ELEVATION ,, I 1 BOTTOM WITH #3 STIRRUPS @ 24°oc fi* I 1 I SCALE: I '= 114" SCALE: 1 '= 114" k d , I N I . _ 26'-o" / — I I' I i U N EXCAVATE D = I 5" PC SLAB WITH G"X G" W 2.9 X W2.9 13' 0" 13' 0" '_" I WWF OVER G MIL POLY VAPOR I � I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, O I BARRIER OVER RCA FILL COMPACTED I = 1 AND A5 SUCH ARE THE PROPERTY OF JM2 PROPOSED/(2) 3'-O" x 7'-0" ESE --- ,____ _-_ - -- - - - - - -- - _----_.__ - - - -- - O 95% MAX DENSITY. O. .SOLID EXT RIOR WOOD AND - - _- � _-a � -- __ - - - Cl)m � I I --- ---- - - - _- _.__ - - __ - t� GLASS D , - OR DOOR TYPE 3. �, �-- ---- ==- . _..___ .. n_- --_ . .._ .__ ._. -:�_ .._ � - :.... . _ _� _� _ _- - - -__- --- - - _ 1211 �- -__ - FF EL +G 50 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW - IN E IN7 G„I� _ _ _- - ECOSTAR RECYCLED RUBBER SLATE - - - X-t -, _ - - a. Drawing Title - - ROOF IN MIDNIGHT GRAY GO2G24 - - _ _ _ _ _ _ _ - - I I ( °- 1 . 5tora�(5 -- — = = _ _ — — a B —I � - _ ----- _--- . - A - -------------- -- -- I - `� - - -- - _------ ---- - _ _ 11 1i --____ - -- -- - ---- — -- I " 4 2 mTOW H ARD I S H I N G LE LAP SIDING BY -- --- -- --------- ---------__ - _-_ _ - - TOF +3'-G" — so ;. JAMES HARDIE, COLOR TO BE 15 15 _ __ _ - - - - - — - _ -___ +3'-O" d SEAL SIGNATURE: SELECTED BY OWNERT0 - - _ - - - _ - - - - --- I _�. BOF -- - - - -- - ---- -- -._ _ _ _ _ _ - ---- --- - a #4 X 4'-0" DIAGONAL BARS AT EACH '_e g'� RCyj o - - _ - - - - _- _-- = = --- - -- ___ - I / N __ - -- _ I v' 1 �v off' �� - - -�- - - --__ -_-- --_ _ --- _- -- -_ - --___-__-_ �___________ -- _ _- ( I AREA INDICATES TOP OF CONCRETE I : - -- - - l 1 2" AN SLAB - _ I WALL TO BE DROPPED D .I = - TO BE HAUNCHED OVER ALL _ = I I — — -� - I �239� �- s I . � — - - - - - - — - - - - - - - - - - - I -1 5 0 _ ° . TF -� PVC COLUMN WRAP BY FYPON. '/ ANDERSEN 400 SERIES WINDOWS I Q - - _. � I OF NEB d e: - c 4- -�n a d" PROFILETOBESELECTEDBYOWNR - I o AND DOORS. AZEKTRIMCOLORTO o o - - - - - - - - - - - - - - - - - - - - - - - - - - - -J 12 12 BE WHITE� I \00 / Ir-11 1 . SEE WINDOW SCHEDULE °' 12 12 12 I SCTM#Eu 1 00 -88- 2 - 17.8 JM2 PROJECT No: 2018-0126 8'-0" 10'-0" 8'-0" FOR MORE INFORMATION. - I t M r I �, PLANNING No: DATE: 02/06/20 I I ID � rl0 0 1 -1 �J IE LE A � I � - .LMJ Ll 1�11 I I , BUILDING No: DESIGNED BY: TF I r SCDHS No.: R 10-19-0067 CHECKED BY: JM I o I I I I ZBA CASE No: SCALE: 1/4" = I'-0" co r- I- - LI - - - - - - - - - - - - - - - - - - - - I_a - -I-7 m rI - - I-I FI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I -I L - - -I - - - - - - - - - - - - - - - - I- - - -I DWG No: - I- - - J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I fI STORAGE DARN EAST ELEVATION STORAGE BARN NORTH ELEVATION STORAGE BARN FOUNDATION PLAN _ - SCALE: I '= 114" SCALE: I '= 114" SCALE: 1 '= 114" ( A9 Architect of Record: RC ITECTU REPS ANDERSEN WINDOW AS SPECIFIED JM2 ARCHITECTURE, PC W/ CONTINUOUS SILL FLASHING 2410 NORTH OCEAN AVENUE SUITE 300 G" AZEK TRIM BOARD ® FARMINGVILLE, NY, 11738 T 1631 .320.3305 FI 631 .320.3307 - - LAP SIDING W/ 30# BUILDING - TYPICAL ROOF CONSTRUCTION FELT FASTENED TO 1/2" EXT. _ ECOSTAK RECYCLED RUBBER SLATE ROOF IN MIDNIGHT GRADE PLYWOOD SHEATHING Applicant: GRAY G02G24 — _ James Moore -- TYPICAL ROOF CONSTRUCTION — - LEDGER BOARD AS SPECIFIED x @ I G" O.C. Riverhead, NY 30# BUILDING FELT EXTERIOR 2 G FRAMING ECOSTAR RECYCLED RUBBER SLATE ROOF IN MIDNIGHT = — —— - — -_ -- = 1/2" EXT. GRADE PLYWOOD SHEATHING _ GYPSUM WALL BOARD 63 I-484-4044 --- — - GRAY G02G24 ROOF RAFTERS A5 SPEC. @ I G" O.C. -__ _ —_ 2xG PRESSURE TREATED SOLE PLATE 30# BUILDING FELT ____ COLLAR TIES AS SPECIFIED Architect Of Record : - - 1/2" EXT. GRADE PLYWOOD SHEATHING - - _ _ 10" R- SULATION I I BER D 38 BATT IN _ - _ . I/4" T M STRAN LSL RIM BOARD JM2 Architecture, PC ROOF RAFTERS AS SPEC. I G" O.C. = 5 1/2" R 21 BATT INSULATION @ SLOPED CEILINGS _ = @ 0 North Ocean Ave, Suite 300 - FLOOR GLUED AND - - COLLAR TIES AS SPECIFIED - W "--M � -�� - �g=� — 1/2" GYPSUM BOARD 3/4" PLYWOOD SUB- Farmingville, NY, 11738 10" R 38 BATT INSULATION NAILED TO JOISTS 631-320-3305 \ • + + i - - _ _ - LATION @ SLOPED CEILINGS 5 1/2" R 21 GATT INSU --- --- ---- - - 1/2" GYPSUM BOARD NAILS THRU 2x 10 PT LEDGER BOARD - urve or: 77 Neil Grange CEILING JOISTS AS SPEC. @ I G" O.C. 51MPSON JOIST HANGER PO Box 893 Syosset, NY, 1 1791 2x8 ROOF RAFTERS AS SPEC. @ I G" O.C. 5 16-299-6666 J DOUBLE 2x8 HEADER 5/8" GYPSUM WALL BOARD ON INTERIOR CEILIGNS AND WALLS LAP SIDING W/ 30# BUILDING CONTINUOUS ALUMINUM DRIP (2) 2xG PT SILL PLATE OVER 2x4 FRAMED 57711 FELT FASTENED TO 1/2" EXT. EDGE FLASHING W/ 3M CONT. ASPHALT COATED GRADE PLYWOOD SHEATHING FLASHING TAPE ) °° COPPERTERMITE SHIELD TRIPLE 2x 12 BONDTAC 1 500 WATERPROOFING - 5/8" DIA. 12" LONG ZINC-COATED ° GALVANIZED STEEL ANCHOR BOLTS ADHESIVE MEMBRANE APPLIED TO FLOOR ASSEMBLY AS SPECIFIED ENTIRE EXTERIOR SIDE OF BASEMENT @ 32" O.C.W ITH 3"x3"x 1/8 " FOUNDATION WALL . - SQUARE WASHER AND NUT Project Name Moore R651dence SECTION DETAIL I I SECTION DETAIL 2 2 SECTION DETAIL 3 Project Address 3 0 13445 Main Bayview Rd, SCALE: I ' - I " - I 0 SCALE: I ' = I I/2" - i 0 SCALE. I - I i/2 Southold, NY 1197 I Project Type New Single Family Re5ldenCe Revisions Issued For Review 12 - 12 - 18 Preliminary Drawings Approved by Owner 03 -01 - 19 Emailed to Town of Southold for Review 03 -04 - 19 Site Plan emailed to Owner for Review 04 -01 - 19 5ubmitted to 5CDh5 for Review 06 -03 - 19 Issued For Review 08-06 - 19 Resubmitted to 5CDH5 for Review 08- 15 - 19 Issued For Review 08- 16 - 19 Plans emailed to Owner for Review 09 -04 - 19 MEP Drawings Issued for Review 09 - 1 1 - 19 Drawings Issued for Review 09 - 12 - 19 Pland Apprvoed by 5CDH5 02 -04 - 20 �- Plans Submitted to Town of Southold 02 -06 - 20 ig 4"M CLEAR TYPICAL ROOF CONSTRUCTION ECOSTAR RECYCLED RUBBER SLATE ROOF IN - - -- -- 2x8 ROOF RAFTERS m MIDNIGHT GRAY G02G24 JOIST HANGAR —_ -=- -_ - - AS SPEC. @ I G" O.C. — — __ __ _ 30# BUILDING FELT = -- -- - -- ----- - 1/2" EXT. GRADE PLYWOOD SHEATHING- (2) 2x 12 ROOF RAFTERS AS SPEC. @ I G" O.C. 2x 1 0 LEDGER BOARD �TREX RAINESCAPE UNDER- COLLAR TIES AS SPECIFIED DECK DRAINAGE SYSTEM 10" R 38 BATT INSULATION - TYPICAL ROOF CONSTRUCTION 2x8 PRESSURE TREATED 5 1/2" R-2 I BATT INSULATION @ SLOPED CEILINGS EC05TAR RECYCLED RUBBER SLATE DECK JOISTS @ I G" O.C. I/2" GYPSUM BOARD =---___---= --_ ROOF IN MIDNIGHT GRAY G02G24 - -" 30# BUILDING FELT 1/2" EXT. GRADE PLYWOOD SHEATHING I i I I I I 2x8 LEDGER BOARD ROOF RAFTERS A5 SPEC. @ I G" O.C. ; ' I I/4" TIMBERSTRAND LSL RIM BOARD 3 I/2" x 117/8"PARALLAL BEYOND PROPOSED GUTTER AND LEADER 2x8 CEILING JOISTS @ I G" O.C. CONNECTED TO STORMWATER DRAIANGE SYSTEM 2xG LEDGER BOARD (2) 1 3/4" x 1 7/6" ML HEADER JOIST HANGAR ON I I I I I I 2x8 LEDGER BOARD 2xG PRESSURE TREATED 2x4 VERTICAL SUPPORTS, ONE CEILING JOISTS @ I G" O.C. EACH END AND MID SPAN JOIST HANGAR ALUMINUM SOFFIT PANEL SECTION DETAIL 4 4 SECTION DETAIL 5 5 SCALE: I ' = I " - I 0 SCALE: I ' = I " - I 0 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF 5ECTION 7209 5UD-DIV15ION 2 OF THE N.Y. 5TATE EDUCATION LAW, Drawing Title Details SEAL SIGNATURE: Rc Mqy l 023945 F�F NE`Ny 5CTM# 100 -88- 2 - 17.8 JM2 PROJECT No: 2018-0126 PLANNING No: DATE: 02/06/20 BUILDING No: DESIGNED BY: TF 5CDH5 No.: R10-19-0067 CHECKED BY: JM ZBA CASE No: SCALE: As indicated DWG No: ELECTRICAL SPECIFICATIONS: Architect of Record: 1 . ALL ELECTRICAL WORKTO BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE, THE 2015 INTERNATIONAL COMMERCIAL ENERGY CODE, NFPA ARTICLE 70, NATIONAL ELECTRIC CODE, AND ALL OTHER APPLICABLE CODES. WORK OF THI5 SECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. ELECTRICAL WORK IS NOT CONFINED TO THE ELECTRICAL DRAWINGS. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR CONTROL WIRING, EQUIPMENT LOCATIONS, AND OTHER RCS I T E C T U R E PC INFORMATION, 3, MANUFACTURER'S DIRECTION SHALL BE FOLLOWED IN INSTALLING, TESTING AND PLACING JM2 ARCHITECTURE, PC INTO OPERATION ALL EQUIPMENT AND SYSTEMS. PAY FOR ALL SUPERVISION, TESTING AND 2410 NORTH OCEAN AVENUE APPROVAL OR MANUFACTURER FOR ALL EQUIPMENT. SUITE 300 4. ALL RACEWAY AND WIRING SHALL BE CONCEALED IN FINISHED AREAS AS DETERMINED BY THE FARMINGVILLE, NY, 11735 ARCHITECT. RACEWAY MECHANICAL ROOMS SHALL BE SURFACE MOUNTED. T 1631 .320.3305 FI 631 .320.3307 5. ALL BRANCH CIRCUIT WIRING WITHIN THE BUILDING SHALL BE TYPE THHN IN RIGID A-7 GALVANIZED CONDUIT, EMT CONDUIT, OR MC CABLE. PROVIDE LIQUID TIGHT FLEXIBLE METAL CONDUIT IN LIMITED LENGTHS FOR CONNECTION EXPOSED TO WEATHER, MOISTURE, OR Applicant: VIBRATIONS, OR AS REQUIRED FOR EQUIPMENT INSTALLATION. James Moore G. RIGID CONDUIT SYSTEMS SHALL BE MADE UP WITH THREADED FITTINGS AND COUPLINGS. Riverhead, NY 7. BRANCH CIRCUIT WIRE AND CABLE SHALL BE TYPE THHN COPPER CONDUCTOR. ALL WIRE 631-484-4044 AND CABLE #10 AND SMALLER SHALL BE SOLID COPPER. COLOR CODING SHALL BE USED THROUGHOUT THE SYSTEM U51NG BLACK, RED, AND BLUE FOR PHASE WIRES, WHITE FOR Architect of Record : GROUNDED NEUTRAL WIRES, AND GREEN FOR EQUIPMENT GROUNDING CONDUCTORS, JM2 Architecture, PC 8. ALL WIRE SPLICES SHALL BE MADE WITH PRESSURE TYPE CONNECTORS. SPLICES IN DAMP 2410 North Ocean Ave, Suite 300 OR WET LOCATIONS SHALL BE MADE WATERTIGHT AND WATERPROOF. FOLLOW Farmingville, NY, 11738 MANUFACTURERS DIRECTIONS FOR CONNECTIONS AND TERMINATIONS OF M.I. CABLE. 631-320-3305 5. PROVIDE OUTLET BOXES AT ALL FIXTURES, JUNCTION BOXES AND WIRING DEVICES. BOXES SHALL BE PROPERLY SUPPORTED AND SIZED FOR THE NUMBER OF CONDUCTORS IN ACCORDANCE WITH NEC. INTERIOR BOXES SHALL BE GALVANIZED STEEL, UNLESS NOTED Surveyor: OTHERWISE. Neil Grange 10. PROVIDE JUNCTION BOXES AND WIRING TROUGHS, SIZED AS PER NEC, WHERE SHOWN OR PO Box 893 WHERE NECE55ARYTO FACILITATE PULLING OF CONDUCTORS. BOXES AND TROUGH SHALL BE Syosset, NY, 11751 SHEET STEEL, EITHER GALVANIZED OR PAINTED FINISH. COVERS SHALL BE SCREW TYPE OR 516-299-6666 COMBINATION HINGED AND SCREWED. 1 1 . PROVIDE EXPANSION FITTINGS AT BUILDING EXPANSION JOINTS. EXPANSION FITTINGS SHALL BE OZ-GEDNEY TYPE AX OR EQUAL WITH APPROPRIATE BONDING JUMPER. 2' - 1011, 6' - O"' G' - 0"' ! L21 - I O" 12. PROVIDE LIGHTING FIXTURES AS SHOWN ON THE SCHEDULE, COMPLETE WITH ALL STEMS, r I RODS, SUPPORTS, PLASTER FRAMES, ETC., NECESSARY FOR AN INSTALLATION IN OR ON THE 1 I MATERIAL FINISHES PROVIDED. PROVIDE ALL LAMPS FOR LIGHTING FIXTURES. FIXTURES SHALL _ ------- 0 1 HAVE ENERGY SAVING LAMPS, AND ENERGY SAVING BALLASTS WITH HIGH POWER FACTOR. _--_---- ------ - , I _ 13. PROVIDE TEMPORARY LIGHTING AND POWER IN ACCORDANCE WITH ARTICLE 305 OF THE �� -� `\\ �� ,,-----_, `\ PATIO NEC. 1Rim `� Q''� `� 1 2'_0" x 14. PROVIDE ALL SAFETY SWITCHES AS SHOWN ONT HE DRAWINGS AND/OR REQUIRED BY NEC Project Name `\ b— -Ell 2 1 '-211 FOR MOTOR, APPLIANCE AND ELECTRIC HEAT EQUIPMENT DISCONNECTION. ALL DISCONNECT 3 3 ' ,' ,' SWITCHES SHALL BE LOCKABLE IN THE "ON" OR "OFF" POSITION. SEE MECHANICAL DRAWINGS Moore Residence _ _ _ FOR FACTORY MOUNTED SWITCHES. \\ �1 FAMILY A 7 - 15. PROVIDE 1 20V DUCT TYPE SMOKE DETECTOR, TO BE INSTALLED BY MECHANICAL ROOM " CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. UNIT RT- I SHALL SHUT DOWN UPON _______ _ WM Project Address 6 6 , ' 6 ACTIVATION OF DETECTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING, 2 �' ; '� - �� �� - INTERPOSING RELAY AND KEY OPERATED MANUAL RESET SWITCH LOCATED AT REAR DOOR. 13445 Main Bayview Rd, I r r i r \ � � �`•� WM ` Southold, NY 1 1971 I i 1 - - - - - - - O i i �i L - �- - - - - - - - - - - - - - - - - - - -� - - - - Project Type _ New Sin le Family M ! I I 1 6 0 �6 CLG HT + 10'-0" i, ,,----- TO LIGHTING � QL 6 `\\ m ------- \\ G 6 ��� ABOVE DINING ROOM , Residence \�6 6 POWDER \\ F PANTRY p �� ,� J G H + WP �WP �WP RM �- -`CI @ �__------------ SEE A-3.2 FOR O CLG T 10 1 iA \ LIGHTING PLAN �� A 6 Issued For Review 12 - 12 - 18 ' Preliminary Drawm s A roved b Owner 03 -01 - 19 (ABOVE FINISHED SLAB) [CLG T +4 0'-O° 9 Pp Y ' 0 CLG HT 2 TO LIGHTING i Emalled to Town of Southold for Review 03 -04 - 19 �I + li 0'-O" 2 2a i ABOVE i Site Plan emailed to Owner for Review 04 -0 I - 19 6 �. Submitted to SCDHS for Review 06 -03 - 19 --_ Issued For Review 08 -06 - 19 W P IMP O WP ; 5 I ' - 1 " 0 3' - 9" 4' - 011 4' - O" 4' - 0" I ' - 5" ', ,'' - +WM Re5ubm1tted to SCDHS for Renew 08 - 15 - 19 2� I �� Issued For Review 08- 16 - 19 I' 4' - G" i O 7' - I I " 4' - G" r' - 2 `� m 'r 2 +V� Plans emailed to Owner for Kc\Acw 09 -04 - 19 --------- '� -000 ._— ,// 5 - 0 5' 0 MEP Drawings Issued for Review 09 - 11 - 19 - Drawings Issued for Review 09 - 12 - 19 GAR 6 - 3 43$3\ ---' CLG HT + CLG + _-_---- , __----- __---__,_ C�i.G HT + 10'-0" \`\ I O'-0" �.�I - — i i '' Piand Apprvoed by SCDHS 02 -04 - 20 AGE `\ G--- ,, 6 4' - 0" \` 4' - 0" 4' - 0" 4' - O" o > \ Plans Submitted to Town of Southold 02 -06 - 20 --MU-_ K�l "CLOSET r � i i i � 91 _ E11 91 _ G11 WP - WP �WP d'� '� DRO OL CLOSET i `� "' m - 21 OII rj l 011 --- /rn._iiT - -�1-=-- �--------� 1 G IWl/\ w - - - N 1 O I - 8' _ Ou ,' 1 Ln Ln 1 I I I I O I I O 1 I m �� LIBRARY +� KITCHEN _�_�_ , _--- SUN a 10-0" x 16-0" -may, --- ROOM 177— ---- \\ 21 _ 511 �n 4' - 10" G' - 0" 2' - 1011 WM WM WM WM �_____� I _ — r I O I O I = I 3 s3 3. O � O i CLG HT 10'- ``� ` CLG HTI+ ------ i i ----- II 101 Gf / 1 CI -- ' ---- ---- Fn CLOSET � POWDER --' 2 i 2 RM - IG) Oil 3. - ---- - --�- - ------- O ` GFCI �1 0 GFI i � Ii i -_ k WM WM 3 \ ------------- _J I I � I FOYER II I SEE A-3.2 FOR RECREATION �'- LIGHTING PLAN ROOM G' _ Oil G' _ 011 i' TO LIGHTS 2 ' �' ABOVE O w w iN--� \ 1 WM , WM FIRST FLOOR ELECTRICAL PLAN SCALE: I '= I/4" � 2 A-7 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title First Floor bectr al Plan SEAL t SIGNATURE: � D E MgCy�� LIGHT FIXTURE LEGEND ELECTRICAL LEGEND m2 2" LED DIMMABLE ROUND RECESSED DOWNLIGHT AS MANUF BY CREE E55ENTIA OR APPROVED EQUAL * 1 STANDARD SWITCH 4" LED DIMMABLE ROUND RECESSED DOWNLIGHT AS MANUF BY CREE E55ENTIA OR APPROVED EQUAL $3 3-WAY SWITCH s�q�, 023945 -40�� G G" LED DIMMABLE ROUND RECESSED DOWNLIGHT AS MANUF BY CREE E55ENTIA OR APPROVED EQUAL 3DIM NEB 3-WAY W/ DIMMER SWITCH WP WATER PROOF 4" LED ROUND RECESSED DOWNLIGHT AS MANUF BY CREE E55ENTIA OR APPROVED EQUAL �Im STANDARD W/ DIMMER SWITCH SCTM# 1000-88 - 2 - 17.8 JM2 PROJECT No: 2018-0126 �WM WALL MOUNTED LED LIGHT FIXTURE AS SELECTED BY OWNER PLANNING No: DATE: 02%/20 STANDARD DUPLEX OUTLET; GFI - GROUND FAULT INTERRUPTER TELEPHONE OUTLET UILDIN No: DESIGNED BY: TF CHANDELIER LIGHT FIXTURE AS SELECTED BY OWNER © CABLE TV OUTLET SCDHS No.: R 10-19-0067 CHECKED BY: JM PENDANT LIGHT FIXTURE AS SELECTED BY OWNER ZBA CASE No: SCALE: As Indicated O SMOKE DETECTOR HARD WIRED AND INTERCONNECTED WITH BATTERY BACK-UP DWG No: C� CARBON MONOXIDE DETECTOR 80 CFM EXHAUST FAN DUCTED TO EXTERIOR ■ Architect of Record: ELECTRICAL SPECIFICATIONS: 1 . ALL ELECTRICAL WORKTO BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE, THE 2015 INTERNATIONAL COMMERCIAL ENERGY CODE, NFPA ARTICLE 70, NATIONAL ELECTRIC CODE, AND ALL OTHER APPLICABLE CODES. WORK OF THIS SECTION SHALL i M2 CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. ELECTRICAL WORK 15 NOT CONFINED TO THE ELECTRICAL DRAWINGS. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR CONTROL WIRING, EQUIPMENT LOCATIONS, AND OTHER 4404RCI T E C T U R E PC INFORMATION. 3. MANUFACTURER'S DIRECTION SHALL BE FOLLOWED IN INSTALLING, TESTING AND PLACING JM2 ARCHITECTURE, PC INTO OPERATION ALL EQUIPMENT AND SYSTEMS. PAY FOR ALL SUPERVISION, TESTING AND 2410 NORTH OCEAN AVENUE APPROVAL OR MANUFACTURER FOR ALL EQUIPMENT. SUITE 300 4. ALL RACEWAY AND WIRING SHALL BE CONCEALED IN FINISHED AREAS A5 DETERMINED BY THE FARMINGVILLE, NY, 11738 ARCHITECT. RACEWAY MECHANICAL ROOMS SHALL BE SURFACE MOUNTED. T 1631 .320.3305 FI 631.320.3307 5. ALL BRANCH CIRCUIT WIRING WITHIN THE BUILDING SHALL BE TYPE THHN IN RIGID A-7 GALVANIZED CONDUIT, EMT CONDUIT, OR MC CABLE. PROVIDE LIQUID TIGHT FLEXIBLE METAL CONDUIT IN LIMITED LENGTHS FOR CONNECTION EXPOSED TO WEATHER, MOISTURE, OR Applicant: VIBRATIONS, OR AS REQUIRED FOR EQUIPMENT INSTALLATION. James Moore G. RIGID CONDUIT SYSTEMS SHALL BE MADE UP WITH THREADED FITTINGS AND COUPLINGS. Riverhead, NY 7. BRANCH CIRCUIT WIRE AND CABLE SHALL BE TYPE THHN COPPER CONDUCTOR. ALL WIRE 631-484-4044 AND CABLE # 10 AND SMALLER SHALL BE SOLID COPPER. COLOR CODING SHALL BE USED THROUGHOUT THE SYSTEM U51NG BLACK, RED, AND BLUE FOR PHASE WIRES, WHITE FOR Architect of Record: GROUNDED NEUTRAL WIRES, AND GREEN FOR EQUIPMENT GROUNDING CONDUCTORS. JM2 Architecture, PC 8. ALL WIRE SPLICES SHALL BE MADE WITH PRESSURE TYPE CONNECTORS. SPLICES IN DAMP 2410 North Ocean Ave, Suite 300 OR WET LOCATIONS SHALL BE MADE WATERTIGHT AND WATERPROOF. FOLLOW Farmingville, NY, 11735 MANUFACTURERS DIRECTIONS FOR CONNECTIONS AND TERMINATIONS OF M.I. CABLE, 631-320-3305 9. PROVIDE OUTLET BOXES AT ALL FIXTURES, JUNCTION BOXES AND WIRING DEVICES. BOXES SHALL BE PROPERLY SUPPORTED AND 51ZED FOR THE NUMBER OF CONDUCTORS IN Surveyor: ACCORDANCE WITH NEC. INTERIOR BOXES SHALL BE GALVANIZED STEEL, UNLESS NOTED Nell Grange '"- OTHERWISE. PO Box 893 10. PROVIDE JUNCTION BOXES AND WIRING TROUGHS, SIZED A5 PER NEC, WHERE SHOWN OR Syosset, NY, 1 1751 WHERE NECE55ARYTO FACILITATE PULLING OF CONDUCTORS. BOXES AND TROUGH SHALL BE 5 16-299-6666 WM /WM \ \ VIMWM SHEET STEEL, EITHER GALVANIZED OR PAINTED FINISH. COVERS SHALL BE SCREW TYPE OR \ COMBINATION HINGED AND SCREWED. Z 1 1 . PROVIDE EXPANSION FITTINGS AT BUILDING EXPANSION JOINTS. EXPANSION FITTINGS SHALL BE OZ-GEDNEY TYPE AX OR EQUAL WITH APPROPRIATE BONDING JUMPER. m ' � � - 12. PROVIDE LIGHTING FIXTURES A5 SHOWN ON THE SCHEDULE, COMPLETE WITH ALL STEMS, RODS, SUPPORTS, PLASTER FRAMES, ETC., NECESSARY FOR AN INSTALLATION IN OR ON THE MATERIAL FINISHES PROVIDED. PROVIDE ALL LAMPS FOR LIGHTING FIXTURES. FIXTURES SHALL O HAVE ENERGY SAVING LAMPS, AND ENERGY SAVING BALLASTS WITH HIGH POWER FACTOR. ' 13. PROVIDE TEMPORARY LIGHTING AND POWER IN ACCORDANCE WITH ARTICLE 305 OF THE NEC. Project Name \\ 14. PROVIDE ALL SAFETY SWITCHES AS SHOWN ONT HE DRAWINGS AND/OR REQUIRED BY NEC ----__ �___------__ FOR MOTOR, APPLIANCE AND ELECTRIC HEAT EQUIPMENT DISCONNECTION. ALL DISCONNECT SWITCHES SHALL BE LOCKABLE IN THE "ON" OR"OFF" POSITION. SEE MECHANICAL DRAWINGS Moore Residence \ FOR FACTORY MOUNTED SWITCHES. (DC� \II _ 3 1 5. PROVIDE 1 20V DUCT TYPE SMOKE DETECTOR, TO BE INSTALLED BY MECHANICAL --_--_- — m I 0 A-7 CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. UNIT RT- I SHALL SHUT DOWN UPON Project Address I i \ ; ACTIVATION OF DETECTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING, 13445 Main Bayview Rd ' INTERPOSING RELAY AND KEY OPERATED MANUAL RESET SWITCH LOCATED AT REAR DOOR. , 1 i I I r I , �,- ------- ,�,-------- -_� I Southold, NY 1 1971 r 51 _ O111 + Project Type O o N ew Single fa mily ly ' 2' - 2" 5' - 10" 5' - 10" 5' - I O" II 3' _ 0i I Residence 1 ----- ` --- --- --- %: `\ TO SWITCH I `, 4 �- -- ----_�,---- -- _��_--- ----_� '�-, 0 _------- ,�,-'-------__� m BELOW ' Revisions -- .: CLG HT +7'-4" C ' A s Issued For Review 12 - 12 - 18 it 1 - _ __ Preliminary Drawings Approved by Owner 03 -01 - 19 2 - 6 . G - 0 6 - 0 G - 0 G - 0 3 9 \I — - - - - - - I - - - 2 3 2 9 2 9 2 9 2 9 2 I � - �� � - �� � - �� � - �� � - �� 1 - �� "-' � ' Emalled to Town of Southold for Review 03 -04 - 19 I Site Plan emalled to Owner for Review 04 -01 - 19 3 3. Submitted to SCDHS for Review 06 -03 - 19 Issued For Review 08 -06 - 19 II\�------------- ,--------- -_ ,---------- _ _-----------_ _ �WP---'�INP-----°WP---r/�/P�'-� ; �,-'-------_, TO SWITCHI \� BELOW 1 \ Resubmitted to SCDHS for Review 08 - 15 - 19 G' - 0" G' - Oil � TO SWITCH Issued For Review 08 - IC - 19 NCk,,2 � ,` N m -,'BELOW Plans emailed to Owner for Review 09 -04 - 19 _ 3' - I " G' - 2" '3' - I - MEP Drawings Issued for Review 09 - 1 1 - 19 _-------_ Drawings Issued for Review 09 - 12 - 19 1 N , U SO FIT HEIGHT Pland Apprvoed by SCDHS 02 -04 - 20 ', � , ;0 +8'-O" A.F.F. Plans Submitted to Town of Southold 02 -06 - 20 SOFFIT HEIGHT \ WP WP ,� WP ---- N - +8'-0" A.F.F. 20- 7---� _ ,� �y `m N _ I O r / WP 2' - - - I 2' - 8"/ 2' - 9" 1 I 2 r 1 I WP LLn 22 2 -—3' - 0" 6' 0 3' _ 0 N- -- ' m �-Owf- \ ,_----�� ,----- ,,-�---- /' i 4' - 0" 5' - 0" 4' - 0" - - 00 2 G' 2 O'� (10 - OOilG' - 0" $4- 3 3 4 , Ali- 25" x 54" ATTIC ACCESS STAIR BY WERNER \ ; \ I O r, K- C14 Ln I I 1 i 3' _ 5' - 8" 5� - 7� \ 3� _ 0��, I I � 1 \ I Lp d" I `\ G' - 2" 7' - 3" A-6 ' r TO SWIT I BELOW E SECOND FLOOR ELECTRICAL PLAN SCALE: I '= 1/4" 2 A-7 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title Second Floor Electrical Plan,,� SEAL�SIGNATURE: qC -< LIGHT FIXTURE LEGEND ELECTRICAL LEGEND �2 2" LED DIMMABLE ROUND RECESSED DOWNLIGHT A5 MANUF BY CREE ESSENTIA OR APPROVED EQUAL STANDARD SWITCH * I 0 4" LED DIMMABLE ROUND RECESSED DOWNLIGHT AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL 3-WAY SWITCH tnj, G �� �3 �239�5 pQ` G LED DIMMABLE ROUND RECESSED DOWNLIGHT A5 MANUF BY CREE ESSENTIA OR APPROVED EQUAL ?M 3-WAY W/ DIMMER SWITCH FOF NE`Ny Owl` WATER PROOF 4" LED ROUND RECESSED DOWN LIGHT A5 MANUF BY CREE ESSENTIA OR APPROVED EQUAL $DIM STANDARD W/ DIMMER SWITCH SCTM# 100-88- 2 - 17.8 JM2 PROJECT No: 20 18-0126 WM WALL MOUNTED LED LIGHT FIXTURE A5 SELECTED BY OWNER 8 STANDARD DUPLEX OUTLET; GFI - GROUND FAULT INTERRUPTER PLANNIN No: DATE: 02/06/20 CHANDELIER LIGHT FIXTURE AS SELECTED BY OWNER TELEPHONE OUTLET BUILDING No: DESIGNED BY: TF © CABLE TV OUTLET SCDHS No.: R 10-19-0067 CHECKED BY: JM PENDANT LIGHT FIXTURE AS SELECTED BY OWNER ZBA CASE No: SCALE: As indicated OS SMOKE DETECTOR HARD WIRED AND INTERCONNECTED WITH BATTERY BACK-UP DWG No: CARBON MONOXIDE DETECTOR 80 CFM EXHAUST FAN DUCTED TO EXTERIOR E- 1 ■ Architect of Record: 4RCITECTUREPIc JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T I G31 ,320.3305 FI G31 .320.3307 Applicant: James Moore Riverhead, NY G31-484-4044 1 A-7 Architect of Record: JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 Farmingville, NY, 1 1738 G31-320-3305 A-2 1.2 u rveyo r: Nell Grange PO Box 853 Syosset, NY, 1179 I d ® a 51 G-295-000G d 9T_ ————— rn, ,III z ^ III a CRAWL SPACE BELOW ° , a . a d _; _, aa'- ,'d � ,. , _ , ^ - °� .d,<e• . . - . . - - - ;';_ __ ," 4 . PROPOSED DECK — —— d Project Name a 3 <e d a CONDENSER UNITS ON _ ____ A-7 Moore Re51denCe 4" CONCRETE PAD ° Project Address 3445 Main Bayview a - d eA4' _ `P,e 34 °a_ ;b - Southold, NY 1 197 8. °d Project Type ° New Single Family PROPOSED GARAGE ° A 6 Re51dence SLAB ON GRADE =4' UNHNI5H�P Mcf MM Revisions .G ® = b ` (NO PLUMBING) Issued For Review 12 - 12 - 18 FINISHED BASEMENT SHALL FILED Preliminary Drawings Approved by Owner 03 -01 - 19 PROPOSED DRIVEWAY UNDER A SEPARATE APPLICATION Emailed to Town of Southold for Review 03 -04 - 19 SLAB ON GRADE _- CRAWL SPACE Site Plan emalled to Owner for Review 04 -01 - 19 Submitted to 5CDH5 for Review OG -03 - 19 '^ STEEL PIPE COLUMNS _ ' " '° _� Issued For Review 08-OG- 19 �d 9 �l e° a Resubmitted to 5CDH5 for Review 08 - 15 - 19 0 0 00 O O O d a Issued For Review 08 - 16 - 19 n- a d 4 Z51 Plans emalled to Owner for Review 09 -04 - 19 �Q MEP Drawmgs Issued for Review 09 - I 1 - 19 d Drawings Issued for Review 09 - 12 - 19 ° Pland Aprryoed by 5CDH5 02 -04 - 20 Plans Submitted to Town of Southold 02 -OG - 20 USITY FOOM 11 �� RA ed RA •da °'d UNIT #I a_• I II II II II II �� - - a a' a ad 000 O I I II II I I. °4 I II it II II II I I - ' ❑ ————— I 17-0 x 1 2'-5" i "—____=== i' s ° OPEN TO ABOVE 111_ •° _ •_ I I I I I I a - UP 2 I ° A-6 ILL $' b d d - a �V • FIRST FLOOR MECHANICAL PLAN ° a, SCALE: 1 '= 114" a' ; ,d ° ° d, NOTE: MINIMUM EFFICIENCY REQUIREMENTS OF ALL UNITS ARE TO MEET - THE STANDARDS AND REQUIREMENTS AS PER TABLE C403.2.3(I ). NOTE: ALL EXHAUST FANS TO BE EXHAUSTED DIRECTLY TO EXTERIOR WITH 2" DIAMETER VENT 2 A-7 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF 5ECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title fir5tfloor Mechanical P l a n ll� SEAL�SIGNATURE: D Q, Rcy s�-9T OR3945 A FOF NEB 5CTM# I 10-88- 2 - 17.8 JM2 PROJECT No: 2018-012G PLANNING No: DATE: 0210GI20 BUILDING No: DESIGNED BY: TF 5CDM5 No.: R 10-19-0007 CHECKED BY: JM ZBA CA5E No: SCALE: 114" = 1'-0" DWG No: Architect of Record: RC ITECTU R E pC JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FAKMINGVILLE, NY, 11738 T I G31 ,320.3305 FI G31 .320.3307 1 A-7 Applicant: James Moore Riverhead, NY G31-484-4044 Architect of Record: JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 Farmingville, NY, 11738 G31-320-3305 I I ---------- - 5 u rveyo r: Nell Grange 'ATIO PO Box 893 j Syosset, NY, 1 1791 51 G-299-000G ! ! - j z I i � Project Name ° Moore Re5idence - O I \ i --� -- --- ----------- -- I i 3 Project Address --- - _, - - ------- - -----�;f 13445 Main Bayview Rd, MAST�p13�t71?OOM --�--- ----------- -- , ,,, I Southold, NY 1197 Project Type New Single Family z I Residence I \ ! \ I ! I I Revisions / 1 1 Issued For Review 12Ll - 12 - 18 RA A-6 Preliminary Drawings Approved by Owner 03 -01 - 19 Emailed to Town of Southold for Review 03 -04 - 19 / ® i Site Plan emalled to Owner for Review 04 -01 - 19 Submitted to SCDHS for Review OG -03 - 19 Issued For Review 08-OG - 19 \ Resubmitted to SCDHS for Review 08- 15 - 19 i ■ -- - — --------_ ------- ----- - -----_ Issued For Review 08- I G - 19 / ` n i RA Plans emalled to Owner for Review 09 -04- 19 MEP Drawings Issued for Review 09 - 11 - 19 Issued for Review 09 - 12 - 19 M 6ATNI'ooM Dla d Apprvoed by SCDMS 02 -04 - 20 i Plans Submitted to Town of Southold 02 - OG - 20 PA IV1 / GATHFOOM W�K-IN CI OS�t u UNIT #2 VA L i I ' - --- -- - ----- -- g � -- ---- - - - - X WATER CL05�f o -------- i— WAT F CL05�f t fi � / I I ' - I i ienw.a�..carmcur•. m,` aa+ ww.[+ua .�.rvsww ra»rm% - .a,n v[rx xras+tart'n /It CLOSET I : - -�-�-- COt?t POF i \ i LMNPF\Y RA Hz Fd � LINEN CL05E1 I ' 1 u 13MOOM 2 j i [ —_ _ e " I WALK-IN CLO`>�T A-6 / HM SECOND FLOOR / ATTIC MECHANICAL PLAN I -- --- -------- --- ( � L SCALE: I '= 114" NOTE: MINIMUM EFFICIENCY REQUIREMENTS OF ALL UNITS ARE TO MEET ThIf STANDARDS AND REQUIREMENTS AS PER TABLE C403.2.3(I NOT=: ALL EXHAUST FANS TO BE EXHAUSTED DIRECTLY TO EXTERIOR WITH 2" D AMETER VENT THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P,C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 2 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW, A-7 Drawing Title Second F loor / tic Mechanic an SEAL SIGNATURE: A\ D A or C Q� 023945 �OF NE�y SCTM# 1000-88- 2 - 17.8 JM2 PROJECT No: 2018-012G PLANNING No: DATE: 0210GI20 BUILDING No: DESIGNED BY: TF SCDHS No.: R 10-19-0007 CHECKED BY: JM ZBA CASE No: SCALE: 114" = 1'-0" DWG No: ■ PLUMBING 5C h ED U LE Architect of Record: DESCRIPTION O KITCHEN SINK SHALL BE: CORIAN SINK MODEL # 881 (COLOR: CAMEO WHITE) J M/. SINGLE COMPARTMENT UNDERMOUNT SINK WITH DECK MOUNTED SINGLE I EVER. FAUCET MODEL # LKI COOCK WITH GOOSE NECK SPOUT KITCHEN ISLAND SINK SHALL BE: CORIAN SINK MODEL# 855 (COLOR: GLACIER WHITE) SINGLE COMPARTMENT UNDERMOUNT SINK AR T E C T U R E PC O WITH DECK MOUNTED SINGLE LEVER FAUCET MODEL # LK I OOOCR, WITH GOOSE NECK SPOUT, JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE O PEDESTAL SINK SHALL BE: AMERICAN STANDARD CADET MODEL NUMBER 023G.00 I WITH SLOAN OPTIMA SENSOR OPERATED SUITE 300 FAUCET MODEL # EAF-275-I5M. FIXTURE COLOR SHALL BE WHITE FARMINGVILLE, NY, 11738 T I G31 .320.3305 FI G31 .320.3307 OWATER CLOSET SHALL BE: AMERICAN STANDARD TOWN SQUARE FLOWISE RIGHT HEIGHT ELONGATED MODEL # 2847. 1 28.020 5 O Applicant:POT FILLER SHALL BE: DELTA CONTEMPORARY WALL MOUNT POT FILLER, MODEL#I I G5LF-AR James Moore Riverhead, NY G31-484-4044 OREFRIGERATOR SHALL BE: KITCHENAID MODEL NUMBI=R KRFF507HP5 Architect Of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 O D15HWA5FR SHALL BE: _ Farmingville, NY, 11738 — --- G31-320-3305 OSHOWER FIXTURES SHALL BE: STUDIO S TRIM KIT W/ WATER SAVING SHOWER HEAD AND CATRIDGE MODEL# TU 105507.002 5 Urvey Or: Neil Grange PO Box 893 9 SOAKER TUB SHALL BE: AMERICAN STANDARD CADET FREESTANDING TUB MODEL # 27G4014M202 Syosset, NY, 11791 51 G-299-GGGG 10 BATHROOM SINK SHALL BE: KOHLER CAXTON OVAL 1 7" x 14" UNDERMOUNT SINK W/ OVERFLOW MODEL # K-2210-0 O 10 10 O O <0> f 0 Project Name 0 Moore Residence 0Ca 4 Project Address D W ° 13445 Main Bayview Rd, Southold, NY 1 1971 Project Type New 51ngle Family C51dence Revisions ----- Issued For Review 12 - 12 - 18 ----- Preliminary Drawings Approved by Owner 03 -01 - 19 Emailed to Town of Southold for Review 03 -04 - 19 Site Plan emailed to Owner for Review 04 -01 - 19 Submitted to SCDHS for Review OG -03 - 19 Issued For Review 08 -OG - 19 rF Resubmitted to SCDHS for Review 08- 15 - 19 -- Issued For Review 08 - I G - 19 Plans emailed to Owner for Review 09 -04- 19 MEP Drawings Issued for Review 09 - 1 1 - 19 Drawings Issued for Review 09 - 12 - 19 Pland Apprvoed by SCDHS 02 -04 - 20 Plans Submitted to Town of Southold 02 -OG - 20 SECOND FLOOR PLUMBING PLAN SCALE: I '=3/16" � ------------------- ----------------- L - - - - - - - J \\\ ---- 3 4 W.O. 2 O o . 5 NOTE: ALL CABINETRY AND APPLCIANCE5 TO BE CHOSED BY OWNER I 7 G 4 3 I 31, VTR 1 3" VTR$= ROOF I 1 -- - - - - - - - - - - - - - - - -I - - - - - T- - - - r- - - - - - T - - - -I - - - - T - - - - - -- �L- - --- ------ ---- �- --- -- - ------ - -- - ----- I rt -- - - - - ----- -- -- - -- — -L- ----- -- -- -- --- ------- -------- --------- ----------- ----- ------- ----------- r-' - - "" 1 5 f—" I I T-- --"1--- I THESE DRAWINGS ARi=AN INSTRUMENT OF SERVICE, 1 .5" I I I I I I I 1 j I I I AND AS SUCH ARE THE PROPERTY OF JM2 ' I ; ; I ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE 11 .5" � ( I I I 1 .5" I 11 .5" � � � � i .5" 11 .5" 12" I l ( I OWNER'S oPrloN_ I I 2" j j I I I .5" I I j I I j DOCUMENTS IS IN A VIOLATION OF SECTION 7209 LAV. LAV. WASHES DRYS CONNECT DRYER TO i I WC ( I LAV I 1 •5" TYP I i , I WC I I I WASHER LINE W/Y-HDSE LAV. �—Lk ' ' ' ' SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. FOR STEAMING Li LAUNDRY SOAKING TUB Drawing Title a- SHOWER O O FEATURE. SINK SHOWER I j LA SECOND FLOOR 1 .5" 1 .5" 3" IN 2" 4,, 2" I .5" 3" 2" 1 .511 1 .5" 2" I z l Plumbin� P l 5 — — — — — — — — — — — � — -- - --- - � — — — — — — — — — — I - - T - - — -- -- -- 1 ------- - - --- -�-- SEAL S►GNATURE: r--- -------------- T-- - --r- -- ---- ----T-- -- +------- DIA 1 .511 1 j 1 1 j I I I .5" I 5" FAUCET .5 TYP ,�� II 1 I 1 I ! I I ! OWNERS OPTION: I 1211 I I I 12" I 1 'ISLAN I 11 1 .5" INSTALL POT FILL 1 1 .5" ( KIT., FAUCTABOVE NEW ELEC. HOT --------------------- OUTDOOR 1 .511 SINK R R SINK 1 TYP srovETOP KITCHEN SINK I I WC f j WC I n I a j I WATER HEATER. -----------__________ LAV. LAV. 1 DW RANGE ----------------- 1 .5" j FIRST FLOOR --------------------- "9TFO3 94�.(�� 2" 211 --------------------- - - - - - - - - - - - ---5 1 •5" SCTM# 1000-88 - 2 - 17.8 JM2 PROJECT No: 2018-0126 NEW 4" FAI CO FINISHED GRADE PLANNING No: DATE: 02/06/20 HOUSE BUILDING No: DESIGNED BY: TF 411 TRAP SCDHS No.: R 10-19-0007 CHECKED BY: JM ZBA CASE No: SCALE: As indicated SANITARY PLUMBING RISER DIAGRAM SCALE: N.T.S. FIRST FLOOR PLUMBING PLAN DWG No: SCALE: I '=3/16" � Architect of Record: J IV . , 1 A RC ITECTU R E Pic JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 (2)2x 12 HDR T 1631 .320.3305 F) 631 .320.3307 2 - - - - A-1.2 -- Applicant: cp I ------------------------ James Moore N I Riverhead, NY I Io 18' - loll I ----------------- G31-484-4044 Arch Itect of Record : x p JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 x Farmingville, NY, 1 1738 N , G31-320-3305 27' - 10" 3 5' - 4" °- I a- (n 27' - 10" I G' - 1 I " 17' - 10" ,�, ° „� ° S U rveyo r I I _ - Neil Grange U Q N PO Box 553 ..� �.�..�... - - J i p Syosset, NY, 1179I (3) I �4" x 14" ML HEADER i Ln (2) 2x 10 0 °� � p - I a- p 51 G-299-66GG D� /1D -JI ��� w r,� ��� w I _ 1 ' - 4" 3 w - A-7 4 - �,. N { N (2) 1 314° x 1 1 /8" ML HEADER N ( N N 211 - 9" I p m m NOTE: SIMPSON CORNER j N I i - - i N " X 1 I 7 " -' - - - _- TENSION TIE HOLD DOWN N 1 1 ML FLUSH /8 i (2) I 3/4" x I I �8" ML FLUSH HDR (2) I 44" x I I 7i8" ML HDR CONNECTORS W/ FASTENERS - - - - - - - - - - - ._ - - - - - - - - - - - - - - _ I REQUIRED AT ALL CORNERS. o Project Name p = SEE DETAIL ON SHEET- S-5. HDR (2) 1 44" x 14" ML HEADER (2) 2x 10 HDR I I 7i8" TJI 5G0 FJ @ - Moore Residence I G"OC capL ------- - 1 _ - " �� A-6 in x Project Address �i p I ------- G I 7 G - 7 17 - 7 8 21 - 2 = 13 Main Ba ie � cv i\ O 4x4 POST m 445 yV w Rd N N Ua Q FROM ABOVE N ILL� ------ ^ Southold, NY i 1971 _ _ �� OC N W p V = ` (2) 1 �4" x 1 1 7/8" ML FJ - D - Q Ln -O� N - I x = Project Type - N 1 3' - 2" 8" 1 7' - 1 1 " o � = 2 1 ' - G" 10' - 2" 1 2' - 8" New Single Family �n _ J 4x4 POST N FROM ABOVE rL� 1 (2) 1 3/4" x 1 1 7/8" ML FLUSH HEADER - (2)2x8 HDR (ALL) Residence O I - - (2) 2x I 0 HDR X O 1 314" X I I 7/8�� (3) 1 44" x 1 1 7/j5 ML I,. N FLUSH HEADER (2)2x 10 HDR Revisions lV FLUSH HEADER Issued For Review 12 - 12 - 18 ' N 20 - 7" " 17' - 2" 4' - 4" 8" 8' - 2" 1 7" 22' - 3" 7' 5' - G" 7" 1 O' - 0" 7" 4' - 0" 7' I I ' - 8" I I ' - 7" Preliminary Drawings Approved by Owner 03 -01 - 19 Emailed to Town of Southold for Review 03 -04- 19 ISite Plan emailed to Owner for Renew 04-01 - 19 (2) 2x 10 (2) 2x I O (2) i �'4" x 14" ML HEADER (2) 2x 10 (2) 2x 10 Submitted to SCDHS for Review 06 -03 - 19 o o Q Issued For Review 08-06 - 19 O 2 �x I 0 HDR O O 7NIHI - - O = Resubmitted to SCDHS for Review 08- 15 - 19 u V u V u U p p 2x8 RR @ I G"OC o _ 1 O i Ln0 � O � O - - - - 19 N N cv -------- _. - N �, x x 2x8 CJ @ I G"OC Plans ema I deto Owner for Review 09 -04 - 19 (2) 2x 1 2 HEADER ~ ►- - N N _ N MEP Drawings Issued for Review 09 - I I - 19 I I _ N N N Drawings Issued for Review 09 - 12 - 19 7' - 7" 12' - I O" 7' - 8" 1 1 G' - G" I 13' - 8" _ _ _ Pland Approoed by SCDHS 02 -04 - 20 p I ( ( 1 Plans Submitted to Town of Southold 02 -06 - 20 58' - 2" IG' - O" 5" 5' - 5" 7' _ 4" 9' - 9" 7111, 4' - 0" 7" I P - 8" (2)2x 10 NOTE: 51MP50N CORNER TENSION TIE i (2)2X8 HDR (ALL) (I ) 13/4" x l l HOLD DOWN CONNECTORS W/ 7/8" ML FASTENERS REQUIRED AT ALL _ 5' - I " 12' - 8" �� � (2) I 44�� x I I 7/8�� ML CORNERS. SEE DETAIL ON SHEET 5-5. (2 1 44 x I I /8 M I I I 1 1 I LUSH HEADS FLUSH HEADER- _1 I O - 9 -------- 100 aU --- -- x O U C9 t r�� /2% 7' - 4" I 10' - 5" 1 1 51 - 10" 1 4' - 3" FJ A-s 4x4 POST x FROM ABOVE ( 1)2 it O (3) 1 44" x 14" L F SH HEADER _ (2) 1 3/4" x 9 1/4" ML --= I I 1 4 POST RO BOVE 18' - 4" i- 2 2 X 12 m OI O O O - C9 <9 p ' N I Q - - @� @ O I -'f I o U N N N (2) 1 44" x 1 1 7i8" ML HDR N N I N N I N (IF NOT EXPOSED TO THE ELEMENTS) --o OR 10 i/2" x 1 1 7/8" PARALLAM PSL HDR LJ (2) I 3/4 x I I 7i8 ML HDR (2) I 314 x I I 7i8 ML HDR (IF NOT EXPOSED TO THE ELEMENTS) (IF NOT EXPOSED TO THE ELEMENTS) SECOND FLOOR FRAMING PLAN OR OR ,L 5 1/4" x 1 1 7i8" PARALLAM PSL HDR --- ----------------- 5 1/4" x 1 1 7/8" PARALLAM PSL HDR SCALE: I '= 1/4" (EXTERIOR GRADE) ----------- ------------- (EXTERIOR GRADE) NOTE: 1 . STRUCTURAL POSTS LOCATED WITHIN 2xG STUD FRAMING SHALL BE A MINIMUM OF 5 1/4" x 5 1/4" PARALLAM PSL COLUMNS ------ ---------------- 2. POSTS SHALL BE, AT A MINIMUM, AS WIDE AS THE BEAM/HEADER BEING SUPPORTED ---------------------------- - --------------------- - ------------------ A-7 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title Second Floor Framing Pia BRACED WALL DESIGN CRITERIA SEAL#SIGNATURE: BRACED WALL LINE BRACING REQUIRED LENGTH OF BRACING PANEL IN FEET-TABLE RG02.10.3(I) Ep qRc SPACING METHOD TABLE STORY LOCATION NEW P.T. WOOD LEDGER STAGGERED 1/2" LAG R602.10.1 .3 RG02.10.4 10'OF BWL SPACING 20'OF BWL SPACING 30'OF BWL SPACING 40'OF BWL SPACING 50'OF BWL SPACING GO'OF BWL SPACING FBOARD AS SPECIFIED SCREWS IN (2) ROWS SINGLE OR UPPER LEVEL OF GO MAX W5P 2-5TORY DWELLING 3.0 5.5 8.0 10.5 13.0 15.0 i 2" MIN. AS SPEC. 2" LOWER LEVEL OF 2-5TORY DWELLING G.0 11 ,0 15.5 20.0 24.5 25.0 NOTES: s�qT 0239�4'5 yp¢� I . WOOD STRUCTURAL PANELS SHALL CONFORM TO"DOC PS I", "DOC P5 2"OR"ANSI/APA PRP 210", "CSA 0437"OR"CSA 0325". PANELS SHALL BE IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF OF NEB Oo Oo ° m INSPECTION ISSUED BY AN APPROVED AGENCY. 2. THE MAXIMUM ALLOWABLE SPANS FOR WOOD STRUCTURAL PANEL WALL SHEATHING SHALL NOT EXCEED THE VALUES SET FORTH IN TABLE R602.3(3) OF THE 2015 IRC, SCTM# I 0 -88- 2 - 17.5 JM2 PROJECT No: 2018-012G N 3. WOOD STRUCTURAL PANEL WALL SHEATHING SHALL BE ATTACHED TO FRAMING IN ACCORDANCE WITH TABLE R602.3(1) OR RG02.3(3)OF THE 2015 IRC PLANNING No: DATE: 02106I20 NOTES: TABLE RG 0 2 . BUILDING No: DESIGNED BY: TF 1 . LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM (3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL CONTACTING THE HOUSE BAND JOIST. SN EATh I NG USED TO RESIST WIND PRESSURES SCDHS No.: RIO-19-00G7 CHECKED BY: JM 2. THE TIP OF THE LAG SCREWS SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. ZBA CASE No: SCALE: As indicated 3. SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER MINIMUM NAIL MINIMUM WOOD MINIMUM WOOD MAXIMUM WALL PANEL NAIL SPACING ULTIMATE DESIGN WIND SPEED(MPH) DWG No: AI STRUCTURAL PANEL NOMINAL PANEL STUD SPACING WIND EXPOSURE CATEGORY DECK LEDGER ATTACf1MENT DETAIL 51ZE PENETRATION SPAN RATING THICKNESS (INCHES) (INCHES) EDGES (INCHES O.C.) FIELD (INCHES O.C.) B C D SCALE: I "= I '-0" Gd COMMON (2.0"x 0,1 13") 1.5" 24/0 3/8 I G 6" 12" 140 115 110 8d COMMON 16 Gil12" 170 140 135 (2.5"x 0.13 1") 1 .75" 24/ 16 7/ 16 24 G" 12" 140 115 110 Architect of Record: / J h1t 4RCITECTU REPc 1 JM2 ARCHITECTURE, PC A-7 24 I 0 NORTH OCEAN AVENUE SUITE 300 FAKMINGVILLE, NY, 11738 T I G31.320.3305 FI G31.320.3307 Applicant: James Moore Riverhead, NY G31-484-4044 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 Farmmn olle, NY, 1 1735 631-320-3305 18' - 10" I 1 Surveyor: Nell Grange x (2) 2x 10 HDR -x PO Box 893 Syosset, NY, 1 1701 N 51 G-299-000G N N d � N _ 2 7' - 10" I 1 i N i - - 351 - 4" 2x 10 HDR - _ 2x 10 CJ @ I G"OC I Cn 5' - 5" G' - 3" 23' 8" I I — 116. 3 A-7 2 11 - ellProtect Name O O tV N ^ 4x4 POST 4xG POST Moore R651dence - N N N N `t FROM ABOVE EACH SIDE I I — N 1. i C, r (3) I 3i4" x i I 7i8" ML HDR Protect Address 13445 Main Bayview Rd, I J 2x C.J 12x8 ' '� '� " � Southold, NY 1197 I @) 6 - 0 5 - O i9 - 4 @I "OC @IG"OC U NLLJ 20 - 7" U 8" 3 0' - 4" 7" = Q 2 2' - 8" 8' O 1 2 I ' - 2" 0 1 Protect Type m x w x = - 00 - U [� A-6 New Single Family = o o o � W 1T� i I x XI N � _� N r�� In L D N N CV 1 i — J J _ I � � N o N ^ e5idence N Revisions N Issued For Review 12 - 12 - 18 5' - 0" 7' - 0" N 18' - 4" I ( 10' - 10" 1 ' - 1 I " Preliminary Drawings Approved by Owner 03 -01 - 19 Emalled to Town of Southold for Review 03 -04 - 19 4xG POST I 4 KG 45T 4x4 POST Site Plan emailed to Owner for Review 04 -01 - 19 FROM ABOVE —�o FROM ABOVE I I Submitted to SCDHS for Review OG -03 - 19 (3) I 3i " x 14" ML FL SH HDR N C N --� E3 Issued For Review 08-OG - 19 N =N (2)2x 10 HDR �, Resubmitted to SCDHS for Renew 08- 15 - 19 o Issued For Review 08- I G - 19 _ _ I I I 1 _OI 16 - 0" 7" G' - I " 8" 1 O 5 7 - 4 7" 5' - 4" 7" 1 3' - 1 " � Plans emailed to Owner for Review 09 -04 - 19 Cn MEP Drawings Issued for Review 09 - 11 - 19 O _ in _ N Drawings Issued for Review 09 - 12 - 19 ' O (2) 2x8 HDR (2) 2x8 HDR U _ _ UI Pland Approoed by SCDHS 02 -04 - 20 2) I 44 x l l �i� ML HDR O O u Plans Submitted to Town of Southold 02 -OG - 20 0 7L 1� N N (2) 2x 10 HDR N ' N I i = 9 - 6 511, 6 - f 71 6 - 1 8 6 - 8 5 5 - 5 Cn Ln O — I 7' - 7" 12' - 10" 7' = 5" 4' - 51 8' - 3" i 17' - 8" 12' - 0" 8" 3' - 5" 7" o G' - I " I9' 0" 7" 131 - 1 " 0 1 _ - O _ 27' - 10" `n _ o ' N � � I - Q N _ x W v N " " 25" x 54" ATTIC CCESS 'n =� " " (2)2x8 HDR 2) 1 44 x 14 ML FLUSH HD STAIR BY VVERNE - m (2)2x8 HDR - _ N L 4x4 POST AI 2) " x 9 i/ " FROM ABOVE 4 2 M L ADER I I I I I I I I I I I I I --- ------- O - I �� �� -------- , [� 17 - 2 [� 8 - G 7 10 - 3 O 10 - 5 N ' - - ' N U N cn O N -------- N N — O — i N N I I I I I I I U I I I I I � I I I I I I I I I I I I I I X I I I I I I I I A-6 N I I I I I I I (2) 1 �4" x 1 1 7/,5 M L I 10' - 9 _10 " 1 1 23' - 10" 1 (2)2x 12 HDR cn 4x4 POST 1 FROM ABOVE II ' - 3" 4 5 - 10" SECOND FLOOR CEILING FRAMING PLAN SCALE: I '= 114" 2 A-7 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7205 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title Second Floor hng BRACED WALL DE51GN CRITERIA SEAL SIGNATURE: Fra BRACED WALL LINE BRACING REQUIRED LENGTH OF BRACING PANEL IN FEET-TABLE RG02.10.3(I) Ep qRc SPACING METHOD TABLE STORY LOCATION RG02.10.1 .3 KG02.10.4 I O'OF BWL SPACING 20'OF BWL SPACING 30'OF BWL SPACING 40'OF BWL SPACING 50'OF BWL SPACING GOOF BWL SPACING SINGLE OR UPPER LEVEL OF GO MAX WSP 2-5TORY DWELLING 3.0 5.5 8.0 10.5 13.0 15.0 i LOWER LEVEL OF 2-5TORY DWELLING G.0 11 .0 15.5 20.0 24.5 29.0 NOTES: s�-9�. 02396,5 yp�� I. WOOD STRUCTURAL PANELS SHALL CONFORM TO"DOC PS 1" "DOC PS 2"OR"ANSI/APA PRP 210", "CSA 0437"OR"C5A 0325". PANEES SHALL BE IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF F OF NEB INSPECTION ISSUED BY AN APPROVED AGENCY. 2. THE MAXIMUM ALLOWABLE SPANS FOR WOOD STRUCTURAL PANEL WALL SHEATHING SHALL NOT EXCEED THE VALUES 5ET FORTH IN TABLE RG02.3(3) OF THE 2015 IRC, SCTM# 1000-88- 2 - 17.5 JM2 PROJECT No: 2018-012G 3. WOOD STRUCTURAL PANEL WALL SHEATHING SHALL BE ATTACHED TO FRAMING IN ACCORDANCE WITH TABLE RG02.3(I) OR RG02.3(3)OF THE 2015 IRC PLANNING No: DATE: 02/06I20 TABLE RG02 . 3 (3) REQUIREMENTS f=OR WOOD STRUCTURAL PANEL WALL BUILDING No: DESIGNED BY: TF 5h EATM I NG USED TO RE515T WIND PRE55U RE5 SCDHS No.: K10-19-0007 CHECKED BY: JM ZBA CASE No: SCALE: 1/4" = 1'-0" MINIMUM NAIL MINIMUM WOOD MINIMUM WOOD MAXIMUM WALL PANEL NAIL SPACING ULTIMATE DESIGN WIND SPEED (MPH) DWG No: STRUCTURAL PANEL NOMINAL PANEL STUD SPACING WIND EXPOSURE CATEGORY SIZE PENETRATION SPAN RATING THICKNESS (INCHES) (INCHES) EDGES(INCHES O.C.) FIELD (INCHES O.C.) B C D Gd COMMON 1 .5" 2410 3/8 1 G G" 1211 140 115 110 (2.0"x 0.1 13") 1 1 1 1 1 S-2 8d COMMON I G G" 12" 170 140 135 (2.5"x 0.131") 1 .75" 241 16 7/ 16 24 G" 12" 140 115 1 110 Architect of Record: i M2 RC ITECTU R E Pc JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 T 1631 ,320,3305 FI 631 .320.3307 Applicant: James Moore Riverhead, NY 631-484-4044 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 Farmingville, NY, 1 1738 631-320-3305 Surveyor: Nell Grange PO Box 893 Syosset, NY, 1 1791 �\ 516-299-6666 (3) LAYERS OF '4" PLYWOOD BUILT UP WITH 4'-0" STAGGERED SEAMS RIPPED TO FORM CURVED OUTRIGGER RAFTER. SECURE LAYERS TOGETHER WITH 5UBFLOOR ADHESIVE AND I Od NAIL5 TYPICAL CONSTRUCTION FOR ALL RAKED OVERHANGS f §, Protect Name ., BUILT UP CURVED PLYWOOD FASCIA r 2x8 RR @ I G"OC 2x8 RR @ I G`OC s �s o I Q� LU O� LU Project Address F of o 13445 Main Ba view Rd, � . y O O ��� O O I c J o - s _ _ x Southold, NY 1 1971 X o x o x Y N '� x N aU O - --' — Project Type I 4x4 WOOD POST 'i N = x _- N SUPPORTING RIDGE o x r New Single Family �I s O� N I car O 2xG R I ji I .o � — — @ I G"OC esidence 4xG WOOD 05T ( I y I a O - — — — -- — — — _ — - — — — _ INSTALL CRICKET ATOP - ( SUPPORTING IDGE Q X —� 4xG WOOD POST ROOF SHEATHING TO Revisions v N N �/ INSTALL CRICKET ATOP 2x8 RR ► G"OC o 2x8 RR I G"OC Issued For Review 12 - 12 - 18 EAC SIDE I ti � N 13i4 x I i 7i8 N °� SUPPORTING RIDGE PROVIDE DRAINAGE � � I '' Preliminary Drawin s Approved b Owner 03 -01 - 19 (3) 1 � " x 15" MIL RIDGE O —Iu1L iD EACH 51DE 4x4 WOOD POST @° �° ry 9 pp y x ROOF SHEATHING TO — _ — (3) 1 4 " x 1 4" ML IDGE N I SUPPORTING RIDGE H Emaded to Town of Southold for Review 03 -04- 19 PROVIDE DRAINAGE N Site Plan emailed to Owner for Review 04 -01 - 19 1 ;; _ X Submitted to SCDHS for Review 06 -03 - 19 O,� I _ N Issued For Rev ow 08 -06 - 19 w OI �4" x I I / " MLHDR i ! v Resubmitted to SCDHS for Review 08- 15 - 19 p F, 9 cv�— —� cv Issued For Review 08- 16 - 19 J� � N f 4x4 WOOD P05T o -l� O - — — -- -- — - -- — — — — — -- s TING RIDGE Plans emailed to Owner for Review 09 -04- 19 N -3 \� 00 x x k — I MEP Drawings Issued for Review 09 - I I - 19 Q Q I N N , - _.. 4:svmpnv, - _- -__-_ ____s�-•,•— -- _-__.__�_-_ rraaacwex...mow.-.a.uamw _ a¢ui.....:_v - _ _ _ Drawings Issued for Review 09 12 19 N O Fland Apprvoed by SCDHS 02 04 - 20 o X \ Plans Submitted to Town of Southold 02 -06 - 20 <9 p I 44 x 1 1 7/8 M L HDR �� cc co O O �� „ .... .: v..>.. ..CLI (2) 1 44,E x 1 1 7/8" ML RIDGE 2xG FASCIA Cz r oC 2xG FASCIA 4 — — —- N (2) 2xG SLOPED TOP PLATES. -- — �— ` — -- -- -- I - _ . \. (3) LAYERS OF 3/4" PLYWOOD BUILT UP WITH 4'-0" STAGGERED BUILT UP CURVED TOP PLATE %# - SCAB ON (2) LAYERS OF 3/4 FLYJVOO TO CURVE TOP OF WALLS SEAMS RIPPED TO FORM CURVED OUTRIGGER RAFTER. SOLID BLOCK ALL GAPS BETWEEN BOTTOM OF CURVED TOP PLATE AND SECURE LAYERS TOGETHER WITH 5UBFLOOR ADHESIVE AND I Od NAILS I I DOUBLE 2xG SLOPED TOP PLATE AT ALL RAFTER BEAR[NG POINTS I I ,.,.,.�..n ,,,,, ,..�...,,v,.,,,. 4x4 WOOD POST x TYPICAL CONSTRUCTION FOR ALL RAKED OVER.HANG5 SUPPORTING RIDGE TO \ N I ,' TYPICAL CONSTRUCTION FOR ALL CURVED TOP PLATES � I �— BEAR ON FLUSH HDR BELOW 4v. :.I HATCHED AREA REPRESENTS LOCAITIOTO I I c � @ I G°OC ATOP CEILING O STS GALL -'i SUPPORT ROOF RAFTERS ,�' ° ___-- LL- Jo- U I p O _ OO O O �( U p i---- _ --- 2x10RR it O — = O i U O O O O r 1 _ — I = - - ry —O z '� 4 X X — J l I I— ;t 0 _ DZ N CV N I a OL x oL it.� r. N i - y CV a _ 4 WOOD P05T SU PORTING RIDGE ROOF FRAMING PLAN SCALE: I '= I/4" ? THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW. Drawing Title NOTE:ANY POSTS SUPPORTING HIP AND VALLEY RAFTERS SHALL BE 3 1/2"x 3 1/2" PARALLAM PSL COLUMNS Roof f ra m in Plan BRACED WALL DESIGN CRITERIA SEAL�SIGNATURE: BRACED WALL LINE BRACING REQUIRED LENGTH OF BRACING PANEL IN FEET-TABLE R602.10.3(I) E ARC SPACING METHOD TABLE STORY LOCATION 5'C y� R602.10.1 .3 R602.10.4 I O'OF BWL SPACING 20'OF BWL SPACING 30'OF BWL SPACING 40'OF BWL SPACING 50'OF BWL SPACING GO'Of BWL SPACING SINGLE OR UPPER LEVEL OF GO'MAX WSP 2-5TORY DWELLING 3.0 5.5 8.0 10.5 13.0 15.0 1 `I LOWER LEVEL OF 2-5TORY DWELLING 6.0 11 .0 15.5 20.0 24.5 25.0 NOTES: "9TF�F 94b O� 1 . WOOD STRUCTURAL PANELS SHALL CONFORM TO "DOC PS I", "DOC PS 2"OR"ANSI/AFA PRP 210" "CSA 0437"OR"CSA 0325". PANEES SHALL BE IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF NE INSPECTION ISSUED BY AN APPROVED AGENCY. 2. THE MAXIMUM ALLOWABLE SPANS FOR WOOD STRUCTURAL PANEL WALL SHEATHING SHALL NOT EXCEED THE VALUES SET FORTH IN TABLE PG02.3(3) OF THE 2015 IRC. SCTM# 1000-88 - 2 - 17.8 JM2 PROJECT No: 2018-0126 3, WOOD STRUCTURAL PANEL WALL SHEATHING SHALL BE ATTACHED TO FRAMING IN ACCORDANCE WITH TABLE KG02.3(l) OR R602.3(3)OF THE 2015 IRC PLANNING No: DATE: 02/06/20 TABLE RG 0 2 . 3 (3) REQ U I RE M E NT5 f=O R WOOD 5TRU CTU RAL PANEL WALL BUILDING No: DESIGNED BY: TF SCDHS No,: R 10-19-0067 CHECKED BY: JM SHEATHING U5ED TO RE515T WIND PRESSURES ZBA CASE No: SCALE: 1/4" = 1'-O" MINIMUM NAIL MINIMUM WOOD MINIMUM WOOD MAXIMUM WALL PANEL NAIL SPACING ULTIMATE DESIGN WIND SPEED (MPH) DWG No: STRUCTURAL PANEL NOMINAL PANEL STUD SPACING WIND EXPOSURE CATEGORY SIZE PENETRATION SPAN RATING THICKNESS (INCHES) (INCHES) EDGES (INCHES O.C.) FIELD (INCHES O.C.) B C D 6d COMMON 1 .511 2410 3/8 16 6" 12" 140 115 110 (2.0"x 0.1 13") S-3 8d COMMON 16 6" 12" 170 140 135 (2.5"x 0.131") 1.75" 24/ 16 7/ 16 24 1 6" 12" 1 140 115 110 Architect of Record: LOAD BEARING OR BRACED/SHEAR WALL.PLATE NAIL- 16D (0136"W JOIST DETAILS ABOVE (MUST STACK OVER WALL BELOW)PLATE NAIL, 16D (0.13�")C 3 PLATE NAIL, 16D (0.1 '�A?' 12 LOAD BEARING OR BRAED/S ON CENTER C H EAR WALL AE OVE ) ALLOWABLE H O L�J-C�1�TS AT 16" ON-CENTER 16"ON-CENTER WHEN SHEATHING THICKN %$1£RMEEDS 2X STUD WA AT FLOOR PANEL NAIL- BLOCKING PA I:LJJ�RIM BOAF A, 1 (MUST STACK OVER WALL BELOW WHEN PR SENT p R� -I I T E C T U R E P c BLOCKING PANEL: SHEATHING TONGUE AT RIM BOARD 16"ON-CENTER 8D (0.131"X,12)AT 6" ON-CENTER TIMBERSTI�Ii� OR(7JJOIST. NO LOAD BEARING WEB STIFFENER REQUIRED WALL ABOVE MIN. DISTANCE FROM TABLE A MIN. DISTANCE FROM TABL " OLE MAYBE CUT Af"T&RIM BOAUb, 1 PLATE NAIL- 16D 0.136" 3 BLOCKING PANEL: HERE IN WEB OUT- ON BOTH SIDES AT A2W ( WEB STIFFENERS REQUIRED ON 2X4 MINIMUM WEB STIFFENERS ,;~"TD RIM BOARD, DO NOT SIDE OF HATCHED ZONE JM2 ARCHITECTURE, PC TIMBERSTI�X`II�BR OR(5J1 ONLY AT 16" ON-CENTER* SHEATHING BOUNDA Y BOTH SIDES AT A3.4W ONLY s CUT OR NOTCH FLANGE. 2410 NORTH OCEAN AVENUE JOIST FLOOR PANEL NAIL- NAILS, SQUASH BLOCKS REQUIRED EACH SIDE � TIMBERSTFMNn B3W ONLY OR 110JOIST SUITE 300 • , 8D (0.131"Xfi')AT 6" ON-CENTEFB`D (0.131"Xr�')AT �a'TIMBERSTI�Dt�L FARMINGVILLE NY 11738 4 ON-CENTER WEB STIFFENERS 6" O 6" RIM-TO-JO WEB STIFFENERS REQUIRED RIM BOARD. yis -, T 1631.320.3305 F) 631 .320.3307 NAIL it EACH SIDE AT A3. W B1 B1 W I' _ REQUIRED ON BO H SIDE TOE NAIL- 1 OD 0.131"X OF BOTH JOIST E IDS AT 6" L1 2 x D1 Di CLOSEL GROUPED O}J [p x L2 D2 6" 6" rtin TOE NAI TOE NAIL, • , ( B4W ONLY NO FIELD CUT MINIM M HOLES ARE PERM IMU NO FIELD CUT DO NOT CUT HOLES 1OD (0.131"X 3") 1 OD (0.131 X 3" TJI RIM JOIST ' . s T,P RIM BOARD (A3/A3W WHEN SHEATHING TH KN 12" 3")AT 6"ON-CENTER ONLY) OR DO NOT HOLES IN (APPLIES TO ALL HOLWUP PERIMETER MEETS HOLES IN LARGER TAANI Applicant: T 6"ON-CEN AT 6"ON-CENTER EXCEED TRIM MIN WEB STIFFENERS RE IRED O END OF JOISTS AT HATCHED ZONE IREMENTS FOR ROUND OR HATCHED ZONES CANTILEVER �a'TIMBERSTF�AIN9L. FOR RIM BOARD THICI�ft THAN 1 BOTH SIDES AT B1 WAND B2V'J CENTERLINE CUT HOLES IN CANTILEVER EXCEPT KNOCKO��`�SQUARE HOLES. James Moore WEB STIFFENER TJR RIM JOIST SHEATHING TONGUE AT RIM REINFORCEMENT. REQUIRED ON BOTH SIDES MUST HA MINIMUM JOIST TOE NAIL- 1OD (0.131"X 3")AT BOARD -ATTACH TJI JOIST TO RIM BOARD WITH ONE 1OD (0.128"X 3") ONLY OF SUPPORT TABLE A - END SUPPORT Riverhead, 0 6"ON-CENTER* INSTALL PROPER BLO KING TO NAIL. TOP NAIL FROM TJI JOISTS INTO RIM BOARD. BLOCKING PANELS MAY BE REQUIR G3 I-484-4044 * AT Al W ONLY * BEARING AT ENDS. ATTACH RI SUPPORT ALL PANEL EDGES -CONNECT CORNER WITH FOUR 10D (0.128"X 3") NAI �� BLOCKING PANELS MAY BE REQUIRED WITH BRACED/SHEAR WITH BRACED/SHEAR WALLS ABO MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT A2 PER A3 DETAIL. �� A3.1A32 (9* FROM SIDE OF PARALLEL CLOSURE INTO RIM BOAR WALLS ABOVE OR BELOW-SEE DETAIL B1 B3 B3W B4 BELOW-SEE DETAIL B1 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Architect of Record " FOR ADDITIONAL INSTALLATION SPECIFICATIONS SEEeLNQE DEPT TJID 2" 3" 4" 5" CZ" T" 8/8' 11" 13" 2" 3" 4" 5" V2" 7" 8/8' 11" 13" JM2 Architecture, PC FOR ADDITIONAL INSTALLATION SPECIFICATIONS SEE RIM BOARD DETAILS AND INST C 13td �33 �� ER NAIL THROUGH 2X_CANTILEVER, WOODcB CKER 110 1-0" 1-6" 2'-0' 3-0" 5'-0" 1'-0" V-6" 2'-6" 3'-6" 4'-6" 2410 North Ocean Ave Suite 300 INSTALLATION GUIDE FOR FLOOR AND ROOF FRAMING TJ-9001. W WW DOOR AND ROOF FRAMI G, TJ9001TAILS AND INSTALLATION IN ERHAEUSER INSTAL FORs'TJJ RIM BOARDYk3FI;IMBERSTf�L�L. NAIL BLOCKING JOIST WEB WITH 2 ROWS 1 OD (0.148"X 3" NAILS T 210 1'-0" 1'6" 2'-6" 3'-0" 5'6" 1'-0" 2'-0" 2'-6" a'-o" 5'-0" WITH 10D (0.131"X 3") NAILS, ONE EACH AT TOP AND PANEL 6" ON-CENTER CLINCHED. Farmingville, NY, 11735 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 03 I-320-3305 BOTTOM FLANGE. NAIL TO BLOCKING PANEL WITH USE 16D (0.135'*)3NAILS WITA'3J)JOIS 360 1'-6" 2'-0" T-0" 4'-0" 6'-0" V-6" 2'-6" 3'-6" 5'-0" 5'-s" 6'-0" LENGTH OFVTJI CONNECTIONS EQUIVALENT TO FLOOR PANEL SCHEDULE. FLANGE WIDTHS. 560 1'-6" 2'-6" T-6" 5'-0" 7'4" 2'-0" T-0" 4'-0" 5'-6" 6'-0" 8" DIAMETER MAXIMUM HC1,YE-FI®R 11 110 V-0" V-0" V-6" 2'-0" 2'-6" T-0" 5'-6" V-0" V-s" 2'-0" 2'-6" 4'-6" 5'-0" s'-0" JOIST REINFORCEMENT AND RIM BOAJDTIMBERSTI�C�L. NAIL 5 u rveyor: DEEP BLOCKING PANELS; 6 DIAM z10 r-o° 1'-s° 2'-0° 2'-0° 3'-0" 3'-s° s'-o" r-0° 1'-s° 2'-6° 3'-0" 5'-0° 5'-s° s'-s° FILLER BLOCK. USE 4'-0" I 10D (0.131"X 3") NAILS, 1%" 230 V-0" 1'-6" 2'-0" 2'-6" T-0" 3'-6" 6'-6" V-0" 2'-0" 2'-6" T-6" 5'-6" 5'-s" 7'-0" Nell Grange 4'-0" LENGTH OF 8 DIAMETER MAXIMUM H E-PI®R 11 MAXIMUM FOR BLOCKINC�"�P5®R ATTACH REINFORCEMENT TO JOIST 3 LENGTH WZFAIND 7Ys1' NE EACH AT TOP AND BOTTOM FLANGE. •' 360 V-6" 2'-0" 3'-0" 3'-6" a'-6" 5'-0" T-0" V-6" 2'-6" 3'-6" a'-6" 6'-6" s'-6" 7'-6" /4 REINFORCEMENT ON DEEP BLOCKING PANELS; 6" DIAMETER SHORTER THAN 12 LONG. WITH ONE 8D (0.13 2 8" DIAMETER MAXIMUM HOY8E-FOR 11 ONE SIDE AT E2, BOTH TJI'JOIST DO NOT CUT FLANGES. ATTACH REINFORCEMENT TO ,OIST NAIL AT EACH CORNER F1 APPLIES TO 560 V-s" 2'-6" 3'-0" 4'-0" 5'-s" 6'-0" 8'-0" 2'-6" T-6" 4'-6" 5'-6" 7'-0" 7'-6" 8'-0" PO Box 893 WEB STIFFENERS REQUIRED 16" DEEP BLOCKING PANELS; 6" MAXIMUM FOR BLOCKINC)"�FS®R 110 1'-0" r-o° 1'-0° 1'-a' 1'-6" 2'-6" 3'-0" T-s" 1'-0" 1'-0" 1'-0" T-0" 3'-0" a'-0" 6'-0" 8'-0" Syosset, NY, 1179 SIDES AT E3 WITH ONE 8D (0.13�2')C 2 UNIFORMLY LOAD FROM ABOVE ON BOTH SIDES AT E1 W DIAMETER MAXIMUM FOR BLOCKING SHORTER THAN 12 LONG. HORIZONTAL BLOCKING PANELS 210 V-o" V-0" 1'-0" 1'-6" 2'-0" 2'-6" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" z'-6" 4'-0" 4'-6" 6'-6" 8'-6" s"T,P RIM BOAJ�aD NAIL AT EACH CORNER 51 G-299-000G ONLY PANEL, '9DEEP OR SHORTER THAN 12" DO NOT CUT FLANGES. BETWEEN EACH JOIST. NAIL TO LOADED JOISTS 14" 230 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 2'6" 4'-0" T-0" 1'-0" 1'-0" 2'-0" 3'-0" 4'-0" 5'-0" T-0" 9'-0" TIMBERSTRASD NAIL WITH 1OD TOP PLATE WITH CONNECTIONS ONLY. 360 1'-0" V-0" V-6" 2'-6" 3's" 4'-0° 5'-6" 8'-0" 1'-0° r-s° r-6" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" LONG. 0.131"X 3" NAILS,ONE EACH AT P v \'(� 560 r-o° 1'-a' r-o° 3-4- a'-s" 5'-0° s'-6° 9'-0° 1'-s° 3'-0° a'-o" 5'-0° 7'-0° 7'-s° 9'-0° 10'-0° �16 , DO OT CUT FLANGES. R"a"TJJ RIM BOARt]yb3R 1 ( ) 12" LENGTHsjC)F EQUIVALENT TO FLOOR PANEL WOOD \� �� O� TOP AND BOTTOM FLANGE. REINFORCEMENT ON SCHEDULE. BACKER �P ,�\\,�J p5 210 V-0' 1'-0° 1'-0° V-0" r-o" V-6" 2'-6" T-s" 6'-0" V-0" V-0" 1'-0" 2'-0" 3'-0" 3'-6" 6'-6" s'-o" 11'-0" TIMBERSTI�IM. NAIL WITH 10D �S 16„ 230 1'-0" 1'-0" ONE SIDE AT E5, BOTH �(� ��' P' �\' 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-6" 6'-s" 9'0" 1,0" V-0" 1'-6" T-0" 5'-0" 5'-s" ' 0.131"X 3" NAILS ONE EACH AT 12 LENGTH 'F \ � G 3so ( ) ATTACH REINFORCEMENT TO JOIST SIDES AT E6 REINFORCEMENT ON ONE SIDS cjtl •(`�` \FOB 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" 7'-6" 1U-0" 1'-0" 2'-0" 3'-0" T6" U-6" 7'-0° . TOP AND BOTTOM FLANGE. WEB WITH 3 ROWS FULL DEPTH VERT AT E7, BOTH SIDES AT E8 �G ' 10D (0.148"X 3") NAILS AT 6" BLOCKING BETW N \. a" 5" 6" 7" 8" 10" 12" 15" 17" a" 5" 6" 7" 8" 10" 12" 15" 17" 2X4 MI IMUM ATTACH REINFORCEMENT ON-CENTER, CLINCHED. USE 401ST 360 V-0" V-0" 1'-0" V-0" 2'-0" a'-0" 5'-6" 10'-0" r-o" V-6" 3'-0" 4'-6" s'-0" 10'-0" 11'-0" 13'-s" TO JOIST FLANGE WITH • 0 E7 E8 PLESS THAN 5" 1s" v�ROWS WI AND 8' 560 1'-0" 1'-0" 1'-0" 1'-0" 2'0" 4'-6" 7'-0" 11'0" 2'-0" 3'-6" 5'-0" 6'-6" 8'0" 11'-0" 12'-0" 14'-6" SQUASH BLOCKS �8D 0.131" NAILS AT 6" 2' \ R LESS THAN 5 ° ( ) �(� TJIO JOISTS. 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0" 10'-6" 1'-0" 1'-0" 1'-6" 3'-0" 4'-6" 8'-0" 11'-6" 14'-0" 15'-6" s"TIP RIM BOARD OR `L \� ON-CENTER. WHEN REINFORCIN E5 E6 GAP*: WEB STIFFENER ATTACHMENT 560 V-0" V-0" 1'-0" V-0" V-0" 2'-0" 4'-6" 9'-0" 1 r-6" 1'-o^ 1'-6" 3'-6" 5'-0" 7'-0" 10'-6" 13'-0' 14'-s" 16'-0" CS USE 2X4 MINIMUM SQUASH BLOCKS TO FACE GRAIN pJ� �/ $' MINIMUM Project Name TRANSFER LOAD AROU®1STJI "TIMBERSTF�L�E51. NAIL HORIZONTAL BOTH SIDES, STAGGER NAILS. E4 23 J E1 E1W WITH 1OD (0.131 X 3 ) NAILJ;� E3 NOT FOR USE WIIHIBJOIST FLANGE WIDTHS 1 / MAXIMUM TABLE B - INTERMEDIATE OR CANTILEVER SUPPORTONE EACH AT TOP AND BOD (q" FOR T®I NAILING: MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT Moore Residence FLANGE. OPTION #1: 560, 560D) SEE SIZES BELOW, JOIST TIM ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT APPLY SUBFLOOR ADHESIVE TJT JOIST BLOCKING WITH END WEB STIFFENER BOTH SIDES. SEE DEPTH2" 3" 4" 5" fix" 7" 8/a" 11" 13" 2" 3" 4" 5" V2" 7" 8%" 11" 13" BLOCKS INSTAL MOST-SPAN SIZES BELOW. •WITH POINT LOAD FROM ABOVE,AND NOSUPPORT 110 2'-0" 2'-6" 3'-6" 4'-6" T'-6" 1'-s" 2'-6" 3'-6" 5'-6" 6'-6" FLUSH BEARING PLATE REQUIRED. TO ALL CONTACT SURFACES � STRUCTURAL EXTERIOR SHEATHING LOCATIONS USING 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" 7'-6" Project Address HANGER HEIGHT MUST BE A DOUBLE(3JDIST FILLER BLOCK: HANGER BACKER BMCK%L TIGHT TO MAXIM&OVERHANG PERMITTED * BELOW, INSTALL WEB STIFFENER TIGHT TO T P FLAN E 6A J TWO 8D 0.113" g AT BOTTOM FLANGE) MINIMUM OF 60% OF FLASHI G /z�� Tight fit 230 2'�" 3'-0" 4'-0" 5'-6" 8'-6" 2'-0" 3'-6" 4'-6" 6'-6" 7'-6" JOIST DEPTH ATTACH PER THE TABLE. CLINCH S TOP FLANGE (TIGHT TO BOTTOM FLANGE AT BEAM. P\J NAILS OR 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" 13445 Main Bayview Rd, WHEN POSSIBLE. WITH FACE MOUNT HANGERS). CLINCH TREATED -(`�P 2,12'SCREWS, DEPTH MINIMUM WEB NAILING REQUIREMENTS 560 3'-6" 5'-0" 6'-0" 7'-6" 10'-0" a'-o" 5'6" s'-s" 8'-0" 9'-0" NAILS WHEN POSSIBLE. LEDGER �O\ p� TYPICAL TJV JOIST SERIES(IN.) STIFFENER SIZ TYPE END NUMBER INTERMEDIATE AIL 110 1'-0" V-0" V-6" 2'-6" 4'-0" 4'-6" 8'-6" 1'-0" V-6" 2'-6" 4'-0" 7'-0" 7'-0" 9'-6" Southold, NY 1197 3 . 210 V-9- V-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" T-0" 4'-6" 8'-0" 8'-0" 10'-0" •• SEE FASTENER 110 All %8'x 2%/6 (1) 1 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'-0" 11 0" 2'-6" T-6" 5'-0" 8'-6" 9'-0" 10'-6" TOP MOUN TABLE BELOW. MAI IN A's TRIM BOARDbR 1 210 s „ „ (1) 8d 360 2'-0" 3'-0" 4'-0" 5'-6" T'-0" T-6" 11'4' 2'-0" T-6" 5'-0" T-0" 9'-s" s's" 1r-o" 2" DISTANCE MINIMUM FROM TIMBERSTMNI\S11. All X 2%s 560 1'-6" S-0" 4'-6" 5'-6" 8'-0" 8'-6-' 12'-0" T-0" 4'-6" 6'-0" 8'-0" 10'-6" 1 V-0" 12'-0' Protect Type HANGER ( ) OPTION#2: 230 & 360 All %$'x 25/6 �'> (0.113"xj") 3 3 110 V-o" V-0" V-0" r-0" 2'-0" 2'-6" 4'-6" 8'-6" r-o" V-0" V-0" 2'-6" 5'-0" s'-0" 9'-0" 12'-0" EDGE OF LEDGER TO FASTENER. _ New 51ngle. Family 2X STRAPPING INST�LED AT 16d 210 r-0" 1'-0° r-o" 1'-0° r-6° 3'-0° 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" T-0" 10'-0" 13'-0" FACE MOUN BACKER BLOCK JOIST-SPAN LOCATIONS USING TWO 560 All 2X4(2' 14" 230 V-0" 1'-0" V-0" 2'-0" 3'-6" 4'-0" 6'-0" 10'-6" V-o" V-0" 2'-6" 4'-0" 6'-6" 7'-6" 11.4' 1IT-13" ALLOWABLE LOAD(LBS) (0.135"x "> Residence HANGER BOTH SI[ 'WEB WITH 2y" SCREWS PER JOIST, TYPICAL 36o r-o° r o° 2'-0" 3'-6" 5'-s" 6'-0" 8'6" 12'-6" 1'-0" 2'-0" 4'-0" 5'6" 9'-0" 10'-0" 12'-0" 14'-0" SINGLEGJIOIST FASTENS �a'TIMBERSTRAND LSV,, TJO RIM BOARD 18" 4 4 560 V-0" 1'-0" V-6" 3'-6" 5'-6" s'-s" 9'-6" 13'-6" 1'-0" T-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" RIM BOARD 16d WEB STIFFENERS REQUIRED IF SIDES OF OPTION#3: 560D 20 2x4�2' 5 5 1'-0° 1'o" r o" r o" 1'o" 11-0" 3'6° s'a' 10'o° r o° r o° 1'o° V-6" a'-s" 5'-6" 10'-0" 12'-6" WITH TOP MOUNT HANGERS, BACKER BLOCK REQUIRED OR 2'LAG BO 610 480 DIRECTLY APPLIED CEILING 22"(3) (0.135"x X') 6 11 16" E23 V-0" V-0" V_0" 1'-0" V-6" z'-0" 4'-0" s'-s" 11"-0" 1'-0" V-0" V-o" 2'-6" 5'-0" 6'-0" 10'-6" 13'-s° 16'-6" Revisions H1 HANGER DO NOT LATERALLY SUPPORT AT H2 24"(3' 6 13 1'-o,, 1'-o" r'-0" r'-o" 3'0" 4'-0" 6'-6" 10'-0" 13'-6" V-0" V-0" 2'-0" 4'-0" T'-6" 8'-6" DOWNWARD LOADS EXCEEDING 250 LBS OR FOR UPLIFT TIONS. CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE APPLICA I WHEN SPECIFIED ON THE LAYOUT ONE OF THE W 560 1'-o,, 1'-o,, 1'-0" 1'-0" 2'-6" T-6" T-0" 11'-0" 15'-0" 1'-0" -- 3'�" 5'-6" 9'-0" 10'-0" 14'-s" 16'-0" 18'0" Issued For Revew 12 - 12 - 18 LEAS3,r8" OF TJIJOIST TOP FLANGE FOR NAILING REQUIREMENTS SEE PAGE 5, TJ -9001, WEYE AEUSER � � (1) PS1 OR PS2 SHEATHING, FACE GRAIN VERTICAL INSTALLATION GUIDE FOR FLOOR AND ROOF FRAMING, TJ-9001. BRACING OPTIONS ABOVE IS REQUIRED (2) CONSTRUCTION GRADE OR BETTER 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17° Preliminary Drawings Approved by Owner (3)WEB STIFFENERS ARE ALWAYS REQUIRED FOR2MB N0IST'STJI 18„ 360 V-0" V-0" V-0" V-6" 3'-0" 6'-0" 9'-0" 15'-0" V-0" 1'-s" 4'-0" 6'-6" 9'-0" 14'-6" 16'-6" 19'-6" Emailed to Town of Southold for Revew 03 -04 - 19 560 V-0" V-o" 1'-0" V-0" 2'-0" 6'-0" 10'-0" 16'-6" V-0" 3'-6" 6'-0" 8'-6" 11'-s" 16'-6" 18'-0" 20'-0' Site Plan emailed to Owner for Review 04 -01 - 19 BEAM DETAILS FASTENING of FLOOR PANELS FILLER AND BACKER BLOCK SIZES 20., 360 V-0" V-0" 1'-0" V-0" V-0" 3'-0" s'-o" 11'-0" 15'-s" r-0" V-0" r-6" 4'-0" T-0" 12'-6" 16'-6" 19'-0" 21'-0" Submitted a led to for Review 04-03 - 19 GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW 560 r-o" 1'-o" V-o" V-0" 1"-0" 1'-6" U-s" 12'-0" 16'-0" r-o" V-0" S-0" 6'-0" 8'-6" 14'-0" 17'-6' 19'-6° 20's° TJ1)(1)(2) RIM BOARD 12" TJID JOISTS 110 210 230 OR 360 560 RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. Issued For Review 08-OG - 19 BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE WALL NAIL SIZE 110, 210, 360 AND Aa"T.O RI X" TIMBERSTRAND® UMOLLA WARALLA 0 9Y"OR 9Y"OR 14"OR 9Y"OR 14"OR 18"OR 14"O 18"O • LEAVE"OF WEB (MINIMUM)AT TOP AND BOTTC0CJF0TGU1T JOIST FLANGES. BEARING AT WALL and 230 560 BOARD TIMBERSTRAM WIDER LVL PSL DEPTH 14 13P Resubmitted to SCDHS for Revew 08- 15 - 19 WINDOW HEADER 1�s" 1�a" 16" 1�j(" 16" 20" 16 20" Issued For Revew 08- I G - 19 CONNECTION $ TABLES ARE BASED ON UNIFORM LOAD TABLES IN CURRENT DESIGN LITERATURE. s"T.P RIM BOARD OR STRAP PER CODE IF TOP PLATE 8d(0.113" '), 8d (0.131"x,1�") 4" 3" 6i; 4 3 3;i 3i; FILLER IL H2)BLN 2x6 2x8 2X6+T 2X8+TH 2X6 AT 2X8+y" IGHE �" TWO TWO O 2,112 • FOR SIMPLE SPAN (5' MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS, ONE MAXIMUM SIZE ROUND HOLE MAY BE LOCATED AT THE CENTER Plans emailed to Owner for Revew 09 -04 - 19 "TIMBERSTR�A�19L OR IS NOT CONTINUOUS OVER 10d (0.148 x 3 ), 12d (0.148 � 4 (3� 4 l3> 6 4 4 4 4 (DETAIL H2) SHEATHI C$HEATHI (SHEATHI (SHEATHI (SHEATHI ( X6 2X8 OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. BLOCKING FOR LATERAL HEADER a 6 2x10 2X6+%8' 2X10+%8' 2X6+/2" 2X10+y" MEP Drawings Issued for Review 09 - 1 1 - 15 16d(0.162"x/ ) 6" 6' 16'(5) 6"(4) 6"� 8" 6" CANTILEVERFI L 6'-0" SHEATHI (SHEATHI (SHEATHI (SHEATHI NOT NOT APPLICABLE ALLOWABLE HOLES - HEADERS AND BEAMS Drawin sIssuedforRevew 09 - 12 - 19 SUPPORT (1) STAGGER NAILS WHEN USING 4"ON-CENTER SPAT OOWDAMW L1 EDGE DISTANCE. ONE ROW OF FASTENERS IS PERMITTED(TWO T A610W l6 EL S) long 4'-0"LON 6'-0"LON 4'-0"LON 6'-0"LON �PPLICA LE 9 FOR DIAPHRAGMS. FASTENER S 90gRCIdVPHRAGM APPLICATIONS CANNOT BE LESS THAN SHOWN IN TABLE. WHEN FASTENER SPACI Pland Approoed by SCDHS 02 -04- 20 STRAP PER CODE IF TOP •. SPACING SHOWN ABOVE, RECTANGULAR BLOCKING MUSTJ�ISJIaED IN LIEU OF TJI A � .55E TIMBERS `IILHEADERS AND BEAMS PLATE IS NOT CONTINUOUS (2) FOR NON-DIAPHRAGM APPLICATIONS, MULTIPLE ROWS OF FASTENERS ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST'/2'AND ST GGE AIL F1 %$'OR%" %4'OR%" %8'OR 1"NET 2x6 2x8 2x12 Plans Submitted to Town of Southold 02 -00 - 20 OVER COLUMN (3)WITH 10D (0.148"X 1%") NAILS, SPACING CAN BE REDUCED TO 3"ON-CENTER FOR LIGHT GAUGE STEEL STRAPS. H2) 2 X DIAMETER OF THE LARGEST TOP MOUNT (4) CAN BE REDUCED TO 4"ON-CENTER IF NAIL PENETRATION INTO THE NARK%V� aWflDN3J UMR AN 1 (1)IF NECESSARY,INCREASE FILLER AND BACKER BLOCK HEIGHT FOR FACEATauwAiFO�EQ6 smT,4��IBrFAIL W.FILLER AND BACKER BLOCK HOLE (MINIMUM) HANGER DIMENSIONS SHOULD ACCOMODATE REQUIRED NAILING WITHOUT SPLITTING(12"MINIMUM FOR BACKER BLOCKS AND 24"MINIMUM FOR FILLER BLOCKS). PROTECT M DIRE (5) CAN BE REDUCED TO 5"ON-CENTER IF NAIL PENETRATION INTO THE NARR%W1M.1Z0HNWMmRH9T 1AN 1 depth ALLOWED HOLE ZONE COL MN FACE MOUNT ■ RECOMMENDED NAILING IS 12"ON-CENTER IN FIELD AND 6"ON-CENTER ALONG PANEL EDGE. FASTENING REQUIREMENTS ON ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS HANGER WOOD FROM DIRECT LISTED ABOVE. CONTACT WITH CONCRETE ■ FOR RECOMMENDED NAILING AND ADHESIVES, SEE INSTALLATION RECOMMVRDA R®Il> SL(E8ERl�&TACIIATM GUIDE FOR FLOOR AND L1 L2 L3 l SEE CURRENT WEYEIRFLIRBI8,SEIRE L4 ROOF FRAMING, TJ-9001. 0 O O FOR FRAMING CONNECTORS ■ NAILING ROWS MUST BE OFFStTA MSASTGERED. 0 0 0 0 0 1.55 E TIMBERSTf3, ND ■ 14 GA. STAPLES MAY BE SUBSTITUTED F(R)M I�31B"%I21MUM PENETRATION OF 1*IfOTVFME RIM BOARD IS ACHIEVED. JOISTS MUST BE LATERALLY SUPPORTED AT HEADER ORB AM MAXIMUM ROU ■ MAXIMUM NAIL SPACIN(9J(08T6JIS 18"ON-CENTER. CANTILEVER AND END BEARINGS BY BLOCKING DEPTH HOLE SIZE MULTIPLE-MEMBER CONNECTIONS FOR TOP-LOADED BEAMS PANELS, HANGERS, OR DIRECT ATTACHMENT TO 8 8" �4-9y 5 RIM BOARD OR RIM JOIST. �"-11/8 3/8' FASTENER INSTALLATION REQUIREMENTS T.@ JOIST FRAMING DOES NOT REQUIRE E1 14"-16" 4%" PIE( #OF FASTENER BRIDGING OR MID-SPAN BLOCKING GENERAL NOTES SEE ILLUSTRATION FOR ALLOWED HOLE ZONE WIDT PLIE TYPE') MIN. LENG I#[ROW O.C. SPACIN LOCATIO WHEN FASTENERS ARE REQUIRED ON BOTH SIDES, . ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH STAGGER FASTENERS ON THE SECOND SIDE SO UNIFORM AND/OR CONCENTRATED LOADS ANYWHERE ALONG THE MEMBER. BEARING AT COLUMN 1oD NAIL �� • ROUND HOLES ONLY 12" THEY FALL HALFWAY BETWEEN FASTENERS ON THE 2 12D-16D NAIL 3/" 2(2) ONE SIDEFIRST SIDE. • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. • SCREWS 3%8'or T' 2 24" 10D NAILS 3" 3(2) DO NOT BEVEL CUT JOIST H2 OTHER TRU��I�iDERS AND BEAMS c2� 12" BOTH SIDS BEYOND INSIDE FACE OF WA AlO RIM BOARD JOINT MICROLLAMO LVL AND 3 12D-16D NAIL 3y 2 E2 BETWEEN JOISTS DO NOT OVERHANG SEAT CUTS N 1.3E TIMBERSID PARALLAM®PSL HOLE T/4" 3%8'or 1" BOTH SIDES BEAMS BEYOND THE INSIDE FAC OF HOLE ZONE ZONE 2 X DIAMETER OF THE LAR �PTH 4 SCREWS 2 24" LOAD MUST BE APPLIED EVENLYACR SS ENTIRE � � 5" ONE SIDE BEAM WIDTH. OTHERWISE, USE CONNECTIONS FOR SUPPORT MEMBER. HOLE (MINIMUM) VERIFY COLUMN CAPACITY 10D NAILS 3" 3�2> SIDE-LOADED BEAMS. DO NOT CUT, NOTCH OR DRILL AND BEAM BEARING 12" ONE SIDE HOLES IN HEADERS OR BEAMS L5 12D-16D NAIL 3y" 2(2) (PER PLY EXCEPT AS INDICATED IN LENGTH. SEE CURRENT 4 d 0 0 o ILLUSTRATIONS AND TABLES. WEYERHAEUSER LITERATURE. 5"Ulu BOTH SIDS o 0 0 SCREWS 2 24" MULTIPLE PIECES CAN BE NAILED OR BOLTED TOGETHER TO CS 6 34" ONE SID L6 FORM A HEADER OR BEAM OF THE REQUIRED SIZE, P TO A TJI® RIM JOIST MICROLLAMO LVL A D OTHER TRUS®JMEAMS 5"or 6" BOTH SIDS MAXIMUM WIDTH OF 7" i(s"TIP RIM BOARI]1:67R 1 PARALLAM®PSL HEADER ORB AM MAXIMUM ROU �2 2 SCREWS 6 Y4, 2 24 ONE SID L3 TIMBERSTRANn. ALLOWED HOLE ZO E DEPTH HOLE SIZE O MIDDItSPAN 4%8' 1" y" BOLTS 8" 2 24" - (1) 10D NAILS ARE 0.128" DIAMETER; 12D-16D NAILS ARE 0.148"-0.162" DIAMETER; SCREWS ARE SDS, SDW, WS, OR TRUSS-LOK-EWPT"". B1 Ll d 1.3E TIMBERS iLDALLOWED HOLE ZON d 7y"-20" 2" COLUMN DETAILS (2) AN ADDITIONAL ROW OF NAILS IS REQUIRED WITH DEPTHS OF 14" OR GREATER. H1 SEE ILLUSTRATION FOR ALLOWED HOLE ZONE (3) WHEN CONNECTING 4-PLY MEMBERS, NAIL EACH PLY TO THE OTHER AND OFFSET NAIL ROWS BY 2" FROM THE ROWS IN THE PLY BELO GENERAL NOTES B2 . ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. BEAM ON COLUMN CAP NAILING AT BEARING FLOOR • ROUND HOLES ONLY L5 B3 • NO HOLES IN CANTILEVERS. TJI@ JOIST TO BEARING PLATE QUASH BLOCKWCDW (LOAD BEARING R"s"T,P RIM BOARD OR WALL ABOVE) • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. "TIMBERSTF�A�19L. ONE 10D 0.128"X 3" JOIST MAY BE SHIFTED UP TO 3" IF USE B1 OR B2 A • NAIL INTO EACH FLANGE FLOOR PANEL EDGE IS SUPPORTED AND O B4 INTERMEDIATE BEAR WARNING • ONE 8D (0.113"�'� SPAN RATING IS NOT EXCEEDED. DO NOT NAIL EACH SIDE. IVE CUT JOIST FLANGES. LOAD BEARING O JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY NAILS AT AN ANG AT PLUMBING DROP BRACED/SHEAR WAL BRACING INCLUDES: ABOVE • BLOCKING • SHEATHING • STRUT LINES AT P1 LEASE"1FROM E END OF JOTS HANGERS • RIM BOARD • RIM JOIST H :3' MINIMUM OF SUPPORT L2 y COLUMN BASE INTERMEDIATE 13E ALSO SEE DETAIL B2 '�/4' MINIMUM END BEARING SINGLE-FAMILY APPLICATIONS `5/' MAY BE REQUIR T "'� FOR MAXIMUM GAP SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO - O FLOOR PANEL NAILING SCHEDULE 7 w� • • ,• • RIM TOOTWO11ST O O , DO NOT WALK ON JOISTS DO NOT WALK ON JOISTS THAT DO NOT STACK BUILDING • A"TJJ RIM BOARD TMOID 560 RIM JOIST: TOE NAI UNTIL BRACED. ARE LYING FLAT. MATERIALS ON UNSHEATHED •• ~ •• "TIMBERST l.OR T81 WITH 10D(0.128"X 3") ADDITIONAL JOIST IS REQUIRED IF O O INJURY MAY RESULT. JOISTS. STACK ONLY OVER BEAMS FLOOR PANEL EDGE IS UNSUPPORT� WARNING NOTES: OR WALLS. P2 110 RIM JOIST: NAILS, ONE EACH SIDE J OR IF SPAN RATING IS EXCEEDED. 4• •d EXTERIOR DECK ONE 1OD (0.131 X 3 ) NAIL INTO JOIST FLA E TJR560 O LA DO NOT USE SAWN LUMBER LACK OF PROPER BRACING DURING CONSTRUCTION CAN RESULT IN SERIOUS ACCIDENTS. OBSERVE EACH FLANGE FLOOR JOIST •. ATTACHMENT STRUCTURAL FOR RIM BOARD OR THE FOLLOWING GUIDELINES: TJI®210, 230, AND 360 RIM INSTALLATION TIPS O SHEATHING BLOCKING, AS IT MAY 1.ALL BLOCKING, HANGERS, RIM BOARDS AND RIM JOISTS AT THEEIG[S1�J QlR31U�FE7ELY INSTALLED AND PROPERLY NAILED. ELEVATED COLUMN JOIST: p SHRINK AFTER 2. LATERIAL STRENGTH, LIKE BRACED END WALL OR AN EXISTING DECK, MUST BE ESTABLISHED AT THE ENDS OF THE BAY. THIS CAN ALSO BE BASE � ONE 16D (0.135"X'PNAIL •SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE , BU MAY p INSTALLATION. USE ONLY ACCOMPLISHED BY A TEMPORARY OR PERMANENT DECK(SHEATHING) FASTENED TO THE FIRST 4 FEET OF JOISTS AT THE END OF THE BAY. '%4 MINIMUM BEARINfNTO EACH FLANGE TOP VIEW NOT BE REQUIRED. O ENGINEERED LUMBER. 3. SAFETY BRACING OF 1X4(MINIMUM) MUST BE NAILED TO A BRACED END WALL OR SHEATHED AREA(AS IN NOTE 2)AND TO EACH JOIST.WITHOUT LOCATE RIM BOARD JOINT BETWEEN JOISTS. O SAFETY BRACING (1X4 THIS BRACING, BUCKLING SIDEWAYS OR ROLLOVER IS HIGHLY PROBABLE UNDER LIGHT CONSTRUCTION LOADS-SUCH AS A WORKER OR ONE LAYER OF •SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKED VERTPRWECT UNTREATED WOOD O MINIMUM)AT 8' ON-CENTER (6' ON-CENTER FOR UNNAILED SHEATHING. BEAM ATTACHMENT at BEARING LOADS (DETAILS B1 AND B2). PACKING OUT T+IE WEB OF A TJI FROM DIRECT CONTACT WITH SEE ALLOWABLE HOLES TJV 110 JOISTS) AND 4. SHEATHING MUST BE COMPLETELY ATT ETT1$EEMEAIDDITIONAL LOADS CAN BE PLACED ON THE SYSTEM. JOIST (WITH WEB STIFFENERS) IS NOT A SUBSTITUTE FOR SQUAMNCRETE f2" KNOCKOUTS T O H3 EXTENDED TO A BRACED END WALL. 5. ENDS OF CANTILEVERS REQUIRE SAFETY BRACING ON BOTH THE TOP AND BOTTOM FLANGES. APPROXIMATELY 12 FASTEN AT EACH JOIST WITH 6. THE FLANGES MUST REMAIN STRAIGHT WITHIN 1/2"FROM TRUE ALIGNMENT. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, s"TJI RIM BOAR7R 1 BLOCKS OR BLOCKING PANELS. " •s ;•..• •L TIMBERSTRA�. ON-CENTER TWO 8D (0.113" 'NAILS MINIMUM WARNINIRILLING, SAWING, SANDING OR MACHINING WOOD PRODUCTS GENERATES WOOD DUST. THE PAINT AND/OR COATING ON THIS PRODUCT AND AS SUCH ARE THE PROPERTY OF JM2 • •WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING PARALLEL (SEE WARNING). MAY CONTAIN TITANIUM DIOXIDE. WOOD DUST AND TITANIUM DIOXIDE ARE SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER. ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE OPTIONAL PARTITIONS, SPACE JOISTS APART THE WIDTH OF THE WALL FOR BEARING PLATE T - FOR MORE INFORMATION ON PROPOSIuMIs®�I/10OISCFRM DOCUMENTS IS IN A VIOLATION OF SECTION 7209 P3 NON-SHRINK PLUMBING OR HVAC. FLUSH WITH INSIDE FACE OF RIVE NAILS AT AN SEE FRAMING PLAN (IF APPLICABLE) OR WALL OR BEAM SUB-DIVISION 2 Of THE N.Y.STATE EDUCATION LAW. GROUT ONE 10D ( MEMBER X 3") NAIL EACAKIN NGLE TO MINIMIZE WEYERHAEUSER INSTALLATION GUIDE FOR FLOOR •ADDITIONAL JOIST AT PLUMBING DROP (SEE DETAIL). WEYERHAEUSER, MICROLLAM, PARALLAM, TIMBERSTRAND, TJI, TJ, AND TRUS JOIST ARE REGISTERED TRADEMARKS OF WEYERHAEUSER NR. - SIDE OF MEMBER AT BEARIN31(kITTING OF PI_ATEAND ROOF FRAMING, TJ-9000. FOR MINIMUM END 2014 WEYERHAEUSER NR COMPANY. ALL RIGHTS RESERVED. Drawing Title " MINIMUM FROM END AND INTERMEDIATE BEARING LENGTHS. Standard NotI5 s DetaI15 SEAL SIGNATURE: 41 D Roy MAti cn�-9,. �23945 �0Q� FOF NEB SCTM# 1000-88- 2 - 17.8 JM2 PROJECT No: 2018-012G PLANNING No: DATE: 0210GI20 BUILDING No: DESIGNED BY: TF SCDHS No.: R 10-19-00G7 CHECKED BY: JM ZBA CASE No: SCALE: 114" = 1'-00 DWG No: FASTENING 5CHhPULF fA13LF P6023(1) FASTENING 5CHE121F fVLF P6023(U CON11N09 ATEPNM AfTACHMFNf5 fO TA13LF P6023(1) -TABLE P6023(2) Architect of Record: 11�M PF5CPIP110N OF 13UL12IN6 FLFMEN5 NU0EP ANP TWIP OF FA5TMFP a, b, c SPACING OF FA5tNFP5 -;MT M PE5CPIP110N OF GULPING FLFMFN5 NUMPFP ANP TYPE OF FA51*�NEP a, b, c 5PACING OF FA5SNFP5 5PACING C c) OF FA51MN P\5 NOMINAL MA1�PIAL THICKNESS PFSCPIP110N(a, b) OF FASTENED , C Inches) AN19 LFNG s)TH (inche POUF FLOOD Edges Intermediate (Inches) supports C Inches) q-8d box(21/2" x 0,113") or 4-ad box(21/2" x 0,115"), or Wood structural pawls subfloor, roof(q) and wall sheathinq to framinq and particleboard wall sheathing to framinq(f) Ktil T E C T U RE Pic I 13lockinq between ceilinq joists or rafters to top plate '-8d common(21/2" x 0.1�l"); or foe nail 21 Joist to sill,top plate or girder 3-8d common(21/2' x 0.151"); or ?-1 Od box(3" x 0,128"); or 5-1 Od box(5" x 0J25"); or Toe nail Staple 15 qa, I 4 8 JM2 ARCHITECTURE, PC '5TUP5 @ 16,O,C. �-3" x 0,131"nails 3-3" x 0,131" nails U to I/2 i 24 10 NORTH OCEAN AVENUE O p 0,097 -0,099 Nail 2� 3 6 SUITE 300 2" CPX PLYWOT 5HFFT5 `r „ Staple 16 qa, 14 5 6 FARMINGVILLE NY 1 173.V �� 2 Ceili 4-8d box C 21/2 x 0,113 ); or 8d box(21/2" x 0,11 4" o,c,toe Hall 0.115 Nail 2 5 6 T I G31 ,320,3305 FI G31 ,320,3307 oists to to late 3-8d common C 21/2' x 0,131"); or �I/2 GVt3 C INf) 4, O„ p p '5-1 Od box C 3" x 0.128"), or Per joist,toe nail 22 Elm joist, band joist or blockinq to sill or top 19152 and 5/8 Staple 15 and 16 ga. 2 4 8 late(roof a ications also) „ :;. N x 0.131" nails p pt�• 8d common(21/2 x 0,131 ); or I {` 0,097 - 0.099 Mil 2' 4 8 Applicant: _ 81?NAIL5 @ I2110C C MAX) Af ALL FPMG IOd box(5" x 0,128"); or 6" o,c,toe nail James Moore MAX, 25'-0" f0 3" x 0.151" nails Staple 14 ga. 2 4 8 Riverhead, NY MFM[3FP5 N01 Al PANEL FPGES, OF NEXT 4FT 13PACE Wp, 5 Coiling joist not attached to parallel rafter, laps over 4-IOd box(3" x 0,126"); or Face nail OF N f 4Ff PFAC, partitions L see 5ectons 1?802.5,1, MOZ5 2 and 3-16d common C 31/2' x 0,162"); or Staple 15 qa, 0/4 5 6 G31-484-4044 - �1 16P NAIL5 @ 12" 0,2 (MAX) I PANEL fable I?8025,1(9)1 4-3" x 0'131" nails r, " -5-8d box(21/2" x 0,10"),ror 25132 and 3/4 0,097 -0,099 Nail 2 4 8 >'4 z 23 1 x 6 subfloor or less to each joist 2-8d common C 21/2 x 0,13I ); or Face nail Sta le 16 a, 2 4 Architect of Record : !' N 5-IOd box(3" x 0,128"), or p q 8 JM2 Architecture, PC 2X I3LK6 & IN51MON Ceilinq joist attached to parallel rafter C heel joirit) fable P802, 1(9) Face nail 4 L see 5ections P?8023,1 and P8023,2 and fable 5, 2 staples, I crown, 16 ga., 13/4" long Staple 14 qa 2 a 4 2410 North Ocean Ave, Suite 300 81?NAIL5 @ 12" 0 C MAX PmclC WILL PANFL P802,5.IC 9)] OJ 13 Nod 2 3 6 Farmmgville, NY, 11738 1 G31-320-3305 A _ OUTLINE C�F PW(3FLOW� 24 2" subfloor to joist or girder 3-16d box(31/2" x 0,135"); or Staple 15 qa, 2 " face nail 8 Z-16d common C�I 2 x 0,162 ) 5 u rve or: � PEL 5TUP 5 Collar tie to rafter, face nail or 4-fOd box(3" x 2 " , /O,I 8 ) � or Face nail each rafter 0,097 -0099 Nail 22 4 8 y I a" x 20 qa, ridge strap to rafter 3-I Od common C 3" x 0,145"); or Neil Grange 4-5" x 0,151" nails 5PACING(c) OF FA5TENFP5 PO Box 893 p MAX 13AL, fP 25 2" planks(plank & beam-floor& roof) 5-16J box C 31/2" x 0,155"), or At each bearing, face nail NOMINAL MAT�PIAL T HICKNF55 17F5CPIP110N(a, b) OF FA5SNFP Syosset, NY, 11751 2� �6'I OF WAl'L 2-16d common C 31/2" x OJ62") F es C inches) ANP LFNGfH (inches) dq Body of panel C d) 51 G-299-000G 5FF NAILING �OF FW M 5 4'- O C 5-16d box nails(51/2" x 0,155"); or 2 toe nails on one side and I Cinches) (inches) DETAILS 6 Pafter or roof truss to plate 3-I Od common nails(5" x 0.148"), or toe nail on opposite side of HOLD DOWN STEEL TRAPS 4-1 OJ box C 3" x 0,128"); or each rafter or truss(I) 3-16d common(31/2' x 0.162") Floor underlagmerit; plywood-hardboard-partcleboardf-fiber-cement C h) 26 Band or rim oist to joist 4-10 box C 3" x 0.125"), or 8P NAILS @ 6" O,C C MAX) AT ALL C NAIL PIPFCTLY f0 STUDS) 4-3" x 0,131" nails � 4-3" x 0,131" nails; orrAN� Fnd nail L PG VFPf. & HOPIZC7(AL) 4-16d C 31/2" x 0,135"); or 4-3" x 14 qa, staples, 7/16" crown Fiber-cement R CED WALL PANEL DETAIL-PLAN 4-IOd common(31/2' x 0,148"); or CORNER BA 7 Poof rafters to ridge - , Nail each layer as follows; 3d, corrosion-resistarf, rinq shank nai►s " box C 3" x 0,128"); or foe nail 20d common(4" x 0,192"); or 52" o,c, at top and (finished flooring other than tile) 3 6 +3 EXTERIOR WALL CORNER FRAMING DETAIL PLAN (TYPICAL EXTERIOR CORNER AT ALL FLOOR LEVELS) xo,131" nails bobtom and staggered. valley or hip rafters or roof Staple 18 qa„ 7/8 long, I/4 crown Project Name SCALE: N.T.S. SCALE: N.T.S. rafter to minimum 2" ridge beam �-16d box 31/2 x 0,135 ); or 24" o,c, face nail at top and 5 6 I Od box(3 x 0.128 ); or C fin finished flooring her than tile) 3" "3 nails bottom staggered on opposite 0,11 2-16d common C 31/2' x 0,162"); or 27 Built-up girders and beams, 2-inch lumber x sides I q long x �121 shank x ,375 head diameter Moore Residence 3-1 Od box(3" x 0.125"); or Fnd nail lacers1/48 8 3 3" x 0.151" nails corrosion-resistant And; (galvanized or stalydess steel) roofing nails NAIL5 l 2" OC NAIL5 6�� OC 2-20d common(4" x 0,192"); or Face nail at ends and at (for file finish) Project Address �-- I �M��� VFFflCAL Af W 5-10d box(3" x 0,128"); or 13445 Main Ba view Rd each splice I I long, No, 8 x 375 head diameter, IAT pANF� F[9G� 3 3" x 0,151" nails ribbed wafer-head screws 8 8 5fLV5 @ VIOL16d common C 31/2' x 0,162") 24"o,c, face nail (for the finish) Southold, NY 1 1971 2x FLATWM 13LOCKIN6 8 Stud to stud(not at braced wall panels) 4-16d box(51/2" x 0,155"), or PANEL FPGF 10d box 0" x 0,128"); or 28 Leger strip supporting joists or rafters 5-16J common(51/2' x 0.162"), or At each joist or rafter, Plywood Project Type 3' x 0,151" nails 16"o,c, face Had 4-1 Od box(3" x 0,128"); or face nail I rin or screw shank nall-minimum pANE1 SHEATHING 5PLICE PLATE, New 51 n g l e Family SAME THICKNE55 ANP FACE I6d box(51/2" x 0,135 ); or 4-3" x 0,131"Wads 12 2 qa, (0.099") shank diameter 3 6 3" x 0,131 nails 12" o,c, face nail I/4 and 5/16 Residence GPAIN OPIFNTA110N AS SNFA1NING 9 Stud to stud and abutting studs at intersecting 29 13ridging to joist 2-I0d C 3" x 0.128") Each end,toe nail Staple 18 qa" 7/8, 3/16 crown width 2 5 wall corners(A braced wall panels) ° ° ° ° ° ° 16d common(31/2" x 0.162") 16 I rin or screw shank nail-minimum Revisions q Issued For Review o,c. face nail 11132, 5/8, 15/32, and I/2 12� (0,099") shank diameter 6 8 C e) 12 - 12 - 18 Fd es Intermediate2 ITEM PE5CPIP110N OF PUILIMC4 ELFMNf5 NUM3EP ANP TYPE OF FA5T%EP a, b, c g supports c, e i Preliminary Drawings Approved by Owner 03 -01 - 19 16"o,c,each edge face nail 16"O.C. each edge face nail C inches)In 12 rinq or screw shank nail-minimum [mailed to Town of Southold for Review 03 -04 - 19 10 I3uilt-u header C 2'to 2"header with I/2" saver Cinches) 12 2 qa. C 0,099") shank diameter Site Plan emailed to Owner for Review 04 -01 - 19 NAIL5 3" OC p p 6 8 NOPIZONIAL Af 16d box(3l/2" x 0J35") 12 q "o,c,each ed e face nail 19152, 5/8, 25132 and 5/4 Submitted to SCDHS for Review CIS -03 - 19 Wood structural panels, subfloor, roof and interior wall sheathinq to framing and particleboard wall sheathinq to framinq Staple 16 qa, 12 6 8 Issued For Review 08 - OG - 19 PANL FZG L see fable P602.X 5) for wood structural panel exterior wall sheathinq to wall framinq] 5-8d box(21/2" x 0,113"); or Hardboard C f) Resubmitted to SCDHS for Review 08- 15 - 19 Continuous header to stud 4-8d common(211 2" x 0,131"), or foe nail Issued For Review 08- I G - 19 4-1 Od box C 3" x 0,128") 30 3/8" - I/2" 6d common(2" x 0,113") nail (subfloor, wall)i 6 12 f 12 lonq rocq-grooved underlayment nail 6 6 Plans emailed to Owner for Review 09 -04 - 19 8d common(21/2' x 0,13l") nail (roof) MEP Drawings Issued for Review 09 - 11 - 19 16d common(31/2' x 0.162') 16"o,c, face nail 0,200 461 cement-coated sinker nail 6 6 Drawings Issued for Review 09 - 12 - 19 Pland Approoed by SCDHS 02 -04 - 20 31 19/32" -I" 8d common nail (21/2' x 0.131") 6 12 f Staple 18 ga., 7/8 lonq(plastic coated) 5 6 Plans Submitted to Town 5 Southold 02 -04- 20 AL.�- V �11CAL JOIN1"5 0� RANI L 5HA1.1 OCCUf? OV�I? 51"UnS; 12 fop plate to top plate IOd box c 3" x 0,128"); or 2, AI,.L N �IZON1'AL JOIN1"5 OF PANEL 5H&L, OCCUP: OVFP\ I LOCM6 ON MINI-1/ 2'' THICU55 ( WALL5 ONLY) 5"x 0'131" nails 12" face nail Particleboard N0, 8n @ 6 O,C '�nG�S 0� pLYWn & SUp�Op1'S 32 18�� _ 1 ��� IOd common 148") Hal!; or (3" x 0r 6 12 8-16d common(51/2' x 0,162"); or 8d(21/2" x 0,151 ) deformed nail 4d rinq-grooved under-layment nail 5 6 trouble top plate splice for 5PC5 A-122 with seismic I2-16d box 01/2" x 0.135"); or 1/4 18 5Lap le a 7 braced wall line spacing < 25' 12-IOJ box(5" x OJ28"); or OTHFP WALL SHEATHING g g /8 long, 3/16 crown 5 6 PLYWOOD 5 N EATH I N G PANEL J01 NT5 I2-3" x 0,131" Wads Face nail on each s/de of end joint (minimum 24' lap splice 6d rinq-grooved undodayment nail 6 10 13 le each side of end joint) '55 1/2" structural cellulosic fiberboard ll/2" galvanized roofing nail, 7/16" head 3/8 SCALE: N.T.S. Double top plate splice 5PCs P0, PI, or P2; and sheathinq diameter, or I" crown staple 16 ga., 11/4" lonq 3 6 Staple 16 qa„ I g long, 3/8 crown 3 6 12-16d(31/2" x 0,135") 6d rinq-grooved underlayment nail 6 10 braced wall line spacing z25' 13/4" galvanized roofing Had, 7/16" head diameter, 112, 5/8 g 34 25/32" structural cellulosic fiberboard 3 6 Staple 16 qa, I lonq, 5/8 crown 5 16d common(51/2' x 0,162") 16" o.c, face nail sheathing or I" crown staple 16 qa., 11/4"long For 51: I inch - 25,4 mm, 6 14 Bottom plate to joist, rim joist, band joist or ,� a, Nall Is a eneral descry ion and shall be ermined to be f-head, modified round head or round head, blockinq(not at braced wall anel s) 11/2 q p g p 16d box C 3I/2" x 0.135 ); or 35 1/2"gypsum sheathing(d) "galvanized goofing nail; staple galvanized, b. 5taples shall have a minimum crown width of 7/16-inch on diameter except as noted. 12 o,c. face Hall I l/2 1°n c, Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater, Nails or staples H 2.518 GA, 5-8d f0 PLATES '�" x 0,131" nails q; II/4 screws, fype W or 5 7 7 � shall be spaced at not more than 12 inches on center at intermediate supports for floors, 15 Bottom plate to joist, rim joist, band joist or 5-16d box(51/2" x 0.1 ; or 3 each 16" o,c, face nail 56 5/8"gripsum seat hhinq(d) 13/44" galvanized roofing nail; staple galvanized, 7 7 d,Pasteners shall be placed in a grid pattern throughout the body of the panel, blockinq Cat braced wall panel) 2-16d common C 31/2' x 0,162"), or 2 each 16" o,c, face nail 15/8" lonq; I5/6" screws,Type W or 5 e, For 5-ply panels, intermediate nails shall be spaced not more than 12 Inches on center each way. ° 4-�" x 0.151" nails 4 each 16" o,c, face nail f, Hardboard underlagmerrt shall conform to CPA/AN51 A 53 ,4 WOOP 5TPUCTI.IP.AL PANELS, C001NMON 501` 00P UNI2FP1AYMFNf TO TAMING q, 5pecified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speed is less than 150 mph. N 4-8d box(21/2' x 0,11 ; or Fasteners attaching wood structural panel roof sheathing to gable end wall framinq shall be installed using the spacinq listed for panel edges, 3-16d box(51/2" x 0J35"); or 6d deformed(2" x 0,120") nail; or h, Fiber-cement underlaymea shall conform to A5fM C 1288 or 150 8556, Category C, 37 3/4" and lesss 8d common(21/2' x 0,131") nail 6 12 4-8d common(21/2" x OJ31"); or foe nail PRAM P OPENING FO 4-10d box C 3" x 0,128"); or 16 fop or bottom plate to stud x 0.151" nails - 8d common(21/2' x 0,1'51") nail; or WNP OP POOP N HFAMP C 5FE PLAN FOP 38 7/8" ill V I - 8d deformed 211 2' x 0,120") Hall 6 IZ FXACf 51ZF) 5TFAP ANCHOP5 5HA1 HAVE 5-16d box(51/2" x 0,155"); or L5fA 16, 1-1/41,W x 18"L, A MINIMUM 12" 13FAFIN6 ON 2-16d common(51/2' x 0,16 ; or Find nail I I IOd common(3" x 0.145" ) nail; or 14-IOJ FA5TFNFP5 5TT FPAMF ANP 5HALL W' 3-lOd box C 3" x 0,128"), or 39 6 12 8 - 8d deformed(21/2 x 0,120 ) nail MSTA 30, 16 GAUGE UNPEP MUP SILL x 0,131" Halls 51NKFP5 5VAP V1 51-I/4" WPE (POUP3 F 5fUP5) Af 5-IOd box(3" x 0,125"); or For 51: 1 inch - 25,4 mm, I foot- 304,8 mm, I mile per hour - 0.447 m/s; I ksi - 6.895 MPa. 4'-O" O.0 MAX,SPG 17 fop plates, laps at corners and intersections 2-16d common(31/2' x 0,162"); or Face nail -3" -common, box or deformed otherwise shanks except where erwise stated Nails used for framinq and sheathinq connections shall x 0.131" nails a. Nails are smooth have minimum average bending wield strengths as shown, 80 ksi for shank diameter of 0,192 Inch(20d common rail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0,117 inch, and 100 ksi for shank diameters of 0,142 inch or less, 3-8d box(21/2' x 0,113"); or b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width, 18 I" brace to each stud and plate 2-8d common(211 2 x 0,131 ); or Face nail c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 Inches or greater, 2-IOd box(5" x 0,128") , or d,Four-foot by 8-foot or 4-foot by 9-foct panels shall be applied vertically. 2 staples 13/4" c. 5pacinq of fasteners not Included in this table shall be based on fable P602,�?(2). f, More the ultimate design wind speed Is 150 mph or less, nags for attaching wood structural panel roof sheathinq to gable end wall 3-8d box C 21/2" x 0,11 ; or framinq shall be spaced 6 inches on center, Where the ultimate design wind speed is greater than 150 mph, nails for attaching panel roof 19 1" x 6" sheathing to each bearing 2-8d common C 21/2' x 0,151 ); or Face nail sheathing to Intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges, eaves and gable end TYP. EX. NEW 5TU D WALL HEADER TIE DOWN DETAIL 2-1Sd box(3" x 0,128"), or walls; and 4 inches on center to gable end wall framinq, 2 staples, I"crown, 16 qa,, I3/4" long q, Gypsum sheathinq shall conform to A5fM C 1'�96 and shall be installed in accordance with GA 255, Fiberboard sheathing shall conform SCALE: N.T.S. to A5fM C 208, h, 5pacinq of fasteners on floor sheathing panel edges applies to panel edges supported by framinq members and required blockirrq and at 5-8d box(21/2" x 0.11 ; or floor perimeters only, 5pacinq of fasteners on roof sheathing panel edges applies to panel edges supported by framinq members and 3-8d common(21/2' x 0.151"), or required blockincq, Nockool of roof or floor sheathing panel edges perpendicular to the framinq members need not be provided except as 3-ISd box(3" x 0,128"), or required by her provisions of this code, Floor perimeter shall be supported by framinq members or sdid blockinq, 3 staples, I" crown, 16 qa„ 15/4" long i.Where a rafter is fastened to an adjacent parallel ceilinq joist in accordance with this schedule, provide two toe nails on one side of the 20 1" x 8" and wider sheathing to each bearinq rafter and toe nails from the ceilinq joist to top plate in accordance with this schedule, fhe toe nail on the opposite side of the rafter shall Face nail not be required, Wier than I" x 8" 4-8d box(21/2" x 0,115"); or 3-8d common(21/2' x 0.151"), or 5-I�d box C V' " r'Ip�. x O,I28 >; or 4 s aples, I" crown, 16 ga, IV 4" lonq ELEC. WIPE OP PIPE WALL 5W5 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, NAIL PEt; AND AS UCH ARE THE PROPERTY OF JM2 �=4 ,:� =�.4•::: 51MP50N SPEC(TYP.) ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7205 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW, POffOM PLATE s WALL 5TLlC75 C3LKG 5TUP WALL 5T125 Q INTEr?CONNECTiNG 60LT Drawing Title �, d P �e SOLE PLATES NAILPEI? N Sitrappin�51MPSON5 Nold-Down V. PEC(TYPJ � ��`., I rim J015f I F 5 %8" 0 ANCNOp f30L1 FLOOD J015T5 , �y`\\\ WALL 5W5 TOP PLATE5 F NAIL PEp D eta I I s 51LL PLATE r70UpLE fOP PLATE 51MP50N 5PEC(ff.) NAIL PEP 51MP50N 5PEC(TYP) 5TPW SHALL WP.AP LINbEp ANP `\y SILL PLATES SEAL SIGNATURE: STUD FOUN12ATION WALL SWS F APDUNf7 TIC PACK OF THE SILL PLATE FOUNPAT10N WALL I A ANP EXTEND ALONG TIf 5TUP A MIN OF r ��� E C,S� SILL PLATE 12" A130VE TI-�TOP OP THE SILL PLATE - ��� ��J '9,5� �� 5IMP50N COFNEP TM510N M 51MP50N COP F, TM510N M frnICAL EVn, 5fLlf7 � �o c<� 0 MOM NUM[3EP HffS MOPFL NUM13FF HM? 51MP50N 5TPAr' 111� 51MP50N 5TP.AP 11E SHALL C3E I1\15VUL P IN EACH COPNEP SHALL 6E IN5M LEP IN EACH COFUPP MOM NUMCr;FP MSfA 24 MODEL NUM13FP MSfA 30 ELEC. WIPE (OP PIPE) �- rFCK J015T '9TF OF 9 4�y0� NE L5fA 24 POOF P.APTEF?5 CENTEFFT ON PI176E SCTM# 1000-88 - 2 - 17.8 JM2 PROJECT No: 2015-012G 0 51MPSON 112A TIE POOR TEC 5 DECK LEI7GE1, PLANNING No: DATE: 02/OG/20 WALL PLAN AND ELEVATION DETAIL W/FI RE5TOPP1 NG PECK J015T 51MP50N N2,5A 11E BUILDING No: DESIGNED BY: EACH JOIST TF SCALE: N.T.S. C70UhLEfOPPLAT i SCDHS No.: RIO-19-0007 CHECKED BY: I( 17ECK Glf?nEt? JM l SCALE: AT PI PE5-FI RESTOPPI N G AT PI PE5 * ELECTRICAL WI RE5 TH RU WALL 5TL�5 PI176E I-�AI�Ef? 51MP50N LU52101(ANGEp DECK P05T ZBA CASE No: 51MF50N ft P05f DWG No: PLATE � WALL 5TUD5 "DOW' CHEMICAL RE51 DENTIAL CHAULKI NG WALL 5TUP fO MUM fop r'LAT 51MP50N 5TPAP 11E 5IMP50M HANGED 51MP50N fIF f0 POOR PAETEP f;00F MT F f0 r;InGE 5IMP50N COLUMN 13A5L 5IMP50N COLUMN CAp PECK J015f TO PACK LEI26 tr HECK J015f TO JACK 6IF\PFF FI RE5TOPP1 NG (OR EQUAL) MODEL NUMPFP 112A MOPE�L NUMPEP L5TA 24 MOPFL NUM13�I? C1366 MOPL L NUWP\ CC 5)14-6 MOM NUMPFF LU5210 MOPEL NUM P, H2.5A S-5 Architect of Record: /12 RC ITECTU REPO JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1631 .320,3305 FI 631.320.3307 Applicant: James Moore Riverhead, NY 631-484-4044 Architect of Record: JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 27500# — — — — 20900# _ — _ — 24240# — — — — — — — — — — — — — — — — — — — — — — — — — — — — Farmingville, NY, 11735 a d - - - - - - - - - - - -1 63I-320-3305 1 °° - _ • d Q. _ ° d ' 1a �— — — — — — — — — — — — — — — -� �- (2) 2x 10 GIRDER — �- — — —(2) 2x I O GI RDER — — S I I a r— - - - - - - - - - - - - o � - - - - - -I a I urveyor: % X Ll I I Neil Grange L NI� I I I PO Box 893 I 4'•, I I N ( I I Syosset, NY, 1 1751 PL 2G000# PL 20000# PL 28000# •"` ° ° a 516-259-666G I I 1 Ell — — — -- — — — — — — — — — — — — — — — — I �1=====__ a (2) 2x 10 GIRDER W 1 ° - — — — — — — — -- — — — — — — — — — — — — — — — ° 1 ;° - --- --- I I ° I CRAWL SPACE BELOW ° — I - " ° PROPOSED DECK d d - •! --- --- I 1 r J _ I l I _ i --- 25000# P4 I ( I ° Project Name PL22000# 1xk- ,4e 1 I - - - - - - - - - - - - - - - - - - - 29500# — — — — °�_ _ _ _ _ _ _ MooreResldence ° , . . _ . - - .,a '' - ; � d" . 25850# ° I I I I 1 I - - — — — — — — — — r— - -I I — - - - - - � ge �— Project Address UNEXCAVATED I PL 27500# 5" PC SLAB WITH G"X G" W 2.9 X W2.9 WWI` l a °° I L — J I I I I I I I I I 13445 Main Bayview Rd, OVER G MIL POLY VAPOR BARRIER OVER RCA 1 ( FILL COMPACTED TO 55% MAX DENSITY. L20 100# 1 /�� I/ Southold, NY 1 1971 UNEXCAVATED I I A-i•2 5" PC SLAB WITH G"X G" W 2.9 X I < e_ I I ® 1 I 1 I Project Type PL 30000# I PL 27500# I 4 I W2.9 WWF OVER G MIL POLY VAPOR I i I I I I New Sin le family l 6 I 1 = I BARRIER OVER RCA FILL COMPACTED TO 95% MAX DENSITY. I - I I I I ( I I I a I Residence °' 1 5000# I °• I I 2G500# ° I r 4-1 L 1 5000J PL 26000# Revisions ' I I 27000# I I I — - - - - - — — — — — — — — — — — — — — — — L — Issued ForRewew I2 - I2 - I8 _ I L — — — — — — — — °® — — — — -I I Preliminary Drawings Approved by Owner 03 -01 - 19 d c — - - — — — — — — — — —I Emailed to Town of Southold for Rc\Acw 03 -04 - 19 f4 - 1#1 Site Plan emailed to Owner for Review 04 -01 - 19 PL 21500# Submitted to SCDHS for Review 06 -03 - 19 12000# 22500# 20000# Issued For Re\Acw 08-06 - 19 # ( I I I Resubmitted to SCDHS for Review 08 - 15 - 19 2G000# I 22500# 20000# I I °" I Issued For Review 08 - 16 - 19 LPlans emailed to Owner for Review 09 -04 - 19 I L — — — — — — J �— — — — — — — — — — — -J � L — —I I - - — — — — —�, ; a ° MEP DrawingsIssued for Review 09 - 11 - 19 FULL BASEMENT I Drawin s Issued for Review 09 - 12 - 19 L-- — — — — — — — — _ — — — - - — — —d - — — ° - — — — —°— — — W2. 122000# 9PL 2100 ° r— r r — — — I I 4" MIN. PC SLAB WITH G"x G" x - - : ; : PL 27500# a° PL 20000# I I PL 21000# WWF OVER G MIL POLY VAPOR BARRIER OVER I I I Plaid Apprvoed by SCDHS 02 -04 - 20 L - J L ® J I ° I FILL COMPACTED TO 95% MAX DENSITY I Plans Submitted to Town of Southold 02 -06 - 20 C- 27500# I I FINISHED FDLOOK ELEVATUM ATION +4.00' =° CRAWL SPACE ( 1 4" MIN. PC SLAB WITH G"x G" W2. 1 x W2. 1 WWF I I I I OVER G MIL POLY VAPOR BARRIER OVER FILL COMPACTED TO 95% MAX DENSITY I PL 23000# — — — — PL 2G000# — — — — — J Ll TOP OF SLAB ELEVATION +8.00' 4.- I PL 2G000# DATUM I $ d - - — — — — — — I - - — — — — — — — — — — — — — — — — — — — — — — — - - — — — J - - - - - - -1 i— - - - —,14 ° °° _ _ - - — — — — — —� ` I PL 1 5G00#1 PL 2G500# — — — — — — — — — — — — — — — — — — — °d PL 25000# 1 L 30000# 1 T- I PL 25000# PL 19000# PL 19000# PL 12000# a_4 a e 1 I a I 1 P 15000# I I I ( I I PL 20000# —J _ t_ I I I r— — — — — — — — L — — — — — — — — — — — — — — — I `.C� 77, PL20000# ► — 1 ° F I °d 1 — — — —° — — — ° s � 14 J I PL 27 b a i L 1 I — — — — — — — — — — — — — — — — a PIS 2G00C# PL 22500# I a a ° °' ` ° a PL 25000# - - - - � ROOF FRAMING PLAN I I PL 22500# SCALE: I '= 1/4" PL20000# 9a. - - - � r - - - - - - - - - - - - � PL20000# I 1 _ ° PL 27500# L- - - - - - - - -I L ° ad — — — — — d tr' a PL 20000# ° d ° ° - 1 ,d_ ` d 1 ° 1 PL 20000# - L - - - - - - - - - - J FL 1 I I ° d' ° °° L — — — — J °° I d ° L - - - - - - J L - - - - - - J DANBRO DISTRIBUTORS / IDEAL HELICAL PILE GENERAL NOTES THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, DISTRIBUTOR � MANUFACTURER AND AS SUCH ARE THE PROPERTY OF JM2 • HELICAL PILES TO BE DISTRIBUTED BY DANBRO DISTRIBUTORS (2 1 5-27 1 -7700 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE INFO@DANBRO.COM) AND MANUFACTURED BY IDEAL MANUFACTURING, INC. AND OR EQUAL. DOCUMENTS IS IN AVIOLATION OF SECTION 7209 • DE51GN/ALLOWABLE LOADS: SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. • DESIGN/AL-LOWABLE COMPRESSION LOAD PER PILE = 30 KIPS • ULTIMATE GEOTECHNICAL FACTOR OF SAFETY = 2.0 Drawing Title MATERIAL Loadin� e ram • SHAFT PILE TYPE: 2 7/8" .203 (5CH.80) ROUND SHAFT IDEAL • SHAFT 5TRENGTHMINIMUM, FY = 80 K51 • LEAD SECTION HELIX PLATES: 10"- 1 2"-14"- 14"-14"- 1,4" • TERMINATION:NEW CONSTRUCTION CAP SEAL�SIGNATURE: • HELICAL PILE MATERIAL SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153/A 123. EXCEPT ANY TERMINATION EMBEDDED IN CONCRETE. RE ARC INSTALLATION ���`Z� A/ < • INSTALLATION DEPTH �5 FEET • REQUIRED FIELD INSTALLATION TORQUE,�-00 FT-LBS 1 1 • A TORQUE INDICATOR SHALL BE USED DURING HELICAL PILE INSTALLATION. • FINAL INSTALLATION TORQUE LOGS TO BE SUBMITTED TO THE ENGINEER OF RECORD. s�q �239�5 ypQ� PROFESSIONAL ENGINEERING DE51GN T��F NEb • CONTRACTOR TO SUPPLY A SIGN AND SEALED HELICAL PILE DE51GN SUBMITTAL BY A PROFESSIONAL ENGINEER IN THE GOVERNING JURISDICTION. THE PROFESSIONAL ENGINEER SHALL SCTM# 1000-88 - 2 - 17.8 JM2 PROJECT No: 2018-0126 HAVE 5+ YEARS DESIGNING HELICAL PILES. • HELICAL PILE INSTALLER PLANNING No: DATE: 0210GI20 • THE INSTALLER SHALL BE TRAINED AND CERTIFIED BY DANBRO DISTRIBUTORS OR MANUFACTURER AND HAVE MINIMUM 5 YEARS' EXPERIENCE. THE ON-SITE PERSONNEL INVOLVED WITH THE WORK BUILDING No: DESIGNED BY: TF SHALL A CERTIFICAT►ON CARD WITH VALID DATE AND COMPANY FROM DANBRO DISTRIBUTORS OR THE MANUFACTURER. SCDHS No.: R10-19-0067 CHECKED BY: JM ZBA CASE No: SCALE: 114" = 1'-0" DWG No: