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HomeMy WebLinkAbout44527-Z o�Qg�EE01�O Town of Southold 9/19/2021 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42335 Date: 9/19/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1330 Trumans Path,East Marion SCTM#: 473889 Sec/Block/Lot: 31.-12-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/27/2019 pursuant to which Building Permit No. 44527 dated 12/16/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered entry porch and covered entry porch with deck above as gt plied for. The certificate is issued to Berry,Edith&Ariizumi,Hideaki of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0039 10/14/2020 ELECTRICAL CERTIFICATE NO. 44527 5/28/2021 PLUMBERS CERTIFICATION DATED 6/29/2021 nJ Turitto �41L — Au iz d .gnature o�guFFa� TOWN OF SOUTHOLD A BUILDING DEPARTMENT 03 TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44527 Date: 12/16/2019 Permission is hereby granted to: Berry, Edith PO BOX 444 Orient, NY 11957 To: demolish existing structure and construct a single-family dwelling as applied for per SCHD approval. At premises located at: 1330 Trumans Path, East Marion SCTM # 473889 Sec/Block/Lot# 31.-12-9 Pursuant to application dated 11/27/2019 and approved by the Building Inspector. To expire on 6/16/2021. Fees: DEMOLITION $148.30 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $921.60 CO -NEW DWELLING $50.00 Total: $1,119.90 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 Date. I I New Construction: X Old or Pre-existing Building: (check one) Location of Property: 1360 Trumans Path East Marion House No. Street Hamlet Owner or Owners of Property: Glynis M. Berry and Hideald Ariizumi Suffolk County Tax Map No 1000, Section 31 Block 12 Lot 9 Subdivision Filed Map. Lot: Permit No. `1 / Date of Permit. Applicant: Hideaki Ariizumi Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V check one Fee Submitted: $ Applicant Signature ®�*oF sovey®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 C®UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Glynis Berry Address: 1330 Trumans Path city,East Marion st: NY zip: 11939 Building Permit#: 44527 Section: 31 Block. 12 Lot. 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wire Nuts Electric License No: 62190ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 38 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water 30A GFCI Recpt 12 Wall Fixtures 5 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 20 CO2 Detectors Sub Panel A/C Blower Range Recpt 50A Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 2p Track Lts 6p' Exit Fixtures Pump 1 Other Equipment: Hood, Fridge, Elec. Oven, DW, W/D, Dehumidifier, Air Circulator, Floor Heat, Sump, Step light, Mini Split Notes, Two Story House w/ Basement a Inspector Signature: Date: May 28, 2021 S.Devlin-Cert Electrical Compliance Form.xls hp�aOE SOUTH°�o # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouxtv��' 765-1802 INSPECTION UNDATION 1ST [ ] -ROUGH PLBG. [ ' FOUNDATION 2ND -[ .] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ - ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O _ REMARKS: , - r - DATE ZDV INSPECTOR FSO ----- dao uryO # �# TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTtON [ ] FOUNDATION 1ST ['] ROUGH PL13G. [ ] OUNDATION 2ND' [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A I z buu& o5� A 5-bv�D Q V=� DATE -?-o INSPECTOR ioES00Ty06 ��✓ v� ���(.o �F'i[e''��ly� ✓� � rl # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �� �O�aOF Soijr,/, # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [BOUGH PLBG. _ [ ] FOUNDATION 2ND [ INSULATIOWCAULKING = [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O MARKS: off- 1 d m � +✓ Vn DATE Zl INSPECTOR �O�aOE SOUTyo� vMO4-N - fq" * # TOWN OF SOUTHOLUBILPILDING DEPT. `ycourm N�` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:_ S'1-c^ lur DATE INSPECTOR �� ` pF So(/T�O �o # * TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ,REMARKS:- mm� I wV_ 3 L4:1 m at DATE IIP INSPECTOR 24190 Main Road studio a/b 651 West Main Street PO Box 444 architects glynis@studioabarchitects.com Riverhead,NY 11901 Orient,NY 11957 http Nanizumiberry corn T 631 5912402 T&F 631 323 1426 July 13, 2021 �LS I ` Town of Southold Building Department Jut 13 2021 PO Box 1179 Southold,NY 11971 7)TTG DEQ Re: Final closeout materials for 1330 Truman's Path MoT T) SCTM# 1000-31-12-9 Dear Inspectors, Please find enclosed final documents for the Certificate of Occupancy - Blower door test - Plumber's certificate re:solder. - Manual J and S - Green stamp from Suffolk County Department of Health Services for onsite sanitary system Please issue the C of O for both of the following permits. 1. Permit#44527 for anew home 2. Permit#44528 for an accessory garage We appreciate your review of this. Sincerely, + I I Hideaki Ariizumi,AIA IRC M1401.3 compliance Contractor Michael Carragher;Elite Heating and Air Inc- Building Plan/Permit tt 44257 Project Address 1330 Trumans Path,East Marion HVACLOAD CAlCULATION1 Design Conditions- Building Construction Information Winter Design Conditions: from Manual J Building Outdoor temperature 10`F Orientation(Front door faces) �E Indoor temperature I 701-F N,E,W,S,NE,NW,SE,SW Total Heat loss 10,236 Btuh Numbers of bedrooms 1 Summer Design Conditions: from Manual J Conditioned floor area 1,051 Sq Ft Outdoor temperature 83°F Numbers of occupants 2 Indoor temperature 75°F Windows Grains difference 30 0 Gr @ 50% Eave overhang depth 2.31 Ft Sensible heat gain 15,665 Btuh Internal shade None Latent heat gain 2,136 Btuh blinds,drapes,etc, Total heat gain 17,801 Btuh Number of skylights HVAC EQUIPMENT SELECTION IRCM1401.3 Heating Equipment Data Cooling Equipment Data Equipment type Mini-split system,single zone Equipment type same as Heating Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Model Mits6bishi/Trane'NTXWST15A112AA Model same as Heating Heating output capacity 16,400 Btu Sensible cooling capacity 14,560 Btu Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity 3,640 Btu complies Manual Auxiliary heat output capacity NJA Btu Total cooling capacity 18,200 Btu !S Blower Data Heating CFM N/A CFM Cooling CFM N/A CFM 711 HVAC DUCT DISTRIBUTION SYSTEM° ,N/A ' ' " IRC; AUL 1 3 ?021'N' -DT .` G Y': T- 5/31/2021 Affidavit of 2015 IECC Compliance Date: Inspection Address: 1330 Trumans Path, East Marion NY This is to certify that on 5/27/2021 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement. 402.4.1.1 Building Envelope Tightness: (Blower Door) Building infiltration rate has b t<Ested in) ordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1694 Blower Door Test A293 cfm50 Conditioned Volume: 121968 Leakage in ACH50: 110.8 ach50 402.4.1.2 2015 IECC Compliance IPASS 403.2.2 Duct Sealing: (Duct Blaster Test) The Building duct and plenumfsyste hasbeen/testedQby ost construction test in test accordance with Appendix A of National Home Ene 1IFy Rating Technical Guidelines and ASHRAE 152, meets the minimum requirement of: <4 cfm251)a ger 100 Ft2 of conditioned floor area. i System 1:NA Leakage CFM@25: Supply R-value: DUCTLESS Return R-value System 2:NA Leakage CFM@25: Supply R-value: DUCTLESS Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: I CFM@25 I Leakage Limit: I CFM@25 **** EXCEPTION-All ductwork and air handier are located within the building thermal envelope**** 403.3.3.2 2015 IECC Compliance: I PASS Mechanical Ventilation: I As Tested: 150 1 Required: 30 1 M1507 Compliance Pass Combustion Safety Testing: I All Electric See Attached Report �. Insulation and Thermal Bypass: Not Inspected Signature of Certified RESNET HERS Rater: HERS CIA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#1998-072 /Toom B�accarella Certification#3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors (Raters) are not and shall not be owned, controlled by, or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third-party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg. 1,Suite B Miller Place, NY 11764 Telephone: (631)495-0289 Fax: (631)509-4538 Email: lnfo@NYBTG.com INSULATION INSTALLATION CERTIFICATE: 1/10/2021 Site: 1330(AKA 1360)TRUMANS PATH, East Marion SCTM#: 1000-31-12-9 COMMENTS: 1. The construction of the insulation was revised from the permit document,due to the availability of the materials, as followings: Roof/ceiling design:3"Closed cell Spray Foam+8" Mineral Wool Batt,total R51 Roof/ceiling as Built:3"Closed cell Spray Foam+7%" Mineral Wool Batt,total R49 Exterior wall design:Spray-on Mineral Wool, R41.4,on total 10" 2x4 double frame. Exterior wall as built: 3%Z" Closed cell Spray Foam+(2)-3" Mineral wool Batt,total R47.9,on total 10" 2x4 double frame. 2. Original spray-on mineral wool was good since it will fill in all the space. However the factory of the only manufacturer of this material closed for fire and has no reopening scheduled.Substituted hybrid method is good for all the construction joints to be sealed with the spray foam without need of sealant beads. 3. Simple form of this building,with double wall construction,seems worked well to make it enable to install insulations without any problem places. No problematic spots are found. 4. With my best professional knowledge,the installation is more than satisfactory. �►�� AACy�r cc _ �c Hideaki Ariizumi,AIA, RA NYS license#:023787 a , JAN132021 ��5a1 INSULATION INSTALLATION PHOTOS(during and after): JAN 1 3 2021 777 U 1 3- LAYERS OF INSULATION:SPRAY FOAM, ROXUL BETWEEN WALLS, ROXUL BETWEEN STUDS. Photos show during installation, after spray, batt insulation between 2-frames, and between inner studs. I RIM JOISTS: SPRAY FOAM THEN 6" ROXUL+OVER FOAM Right: spray foam was filled; Left: Mineral Wool Batt is installed over the spray foam and top of concrete i if <' , ► '44 CEILING WALL BY WINDOW VIEW FROM LOFT S. WALL, LOFT , „mN �I�III ��,�-•� "�' �,: ,: � S4 i✓" � 4 r , r fi •,Y �a�� rit uh-= -�_ x!T h EAST WALL WEST WALL FIELD INSPtCTION REPORT -DATE COMMENTS & �7 FOUNDATION (IST) H ------------------------------------- FOUNDATION (2ND) o ROUGH FRAMING& PLUMBING y 0 LN Sze, Fr'l, INSULATION PER N.Y. m'r STATE ENERGY CODE WK )4vll& to Illy FINAL ADDITION C MMENTS Lit {/" o U J/ rn 1_1 n1w G� TiS eEv 7Ae ab-a. .�, H � O � z � , e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health NIA SOUTHOLD,NY 11971 4 sets of Building Plans X TEL: (631)765-1802 Planning Board approval N/A FAX: (631)765-9502 — Survey X Southoldtownny.gov PERMIT NO. Check Septic Form Permit attached. _ ,;*Y.S.D.E.C. NIA .Vustees NIA C 0.Application frrood Permit N/A Examined 20 >+hgle&Separate YES +' Truss Identification Form N/A Storm-Water Assessment Form X Contact: Approved 20�� SOV2019 Mail to: Glynis Berry 11 Disapproved a/c _ A. PO Box 444,Orient,NY 11957 _ , LL T ~ ; ~y!y Phone: 631 323 1426 Expiration-4 20-4� Buil ' g n pector APPLICATION FOR BUILDING PERMIT Date 0 aQ �7 ,20j INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit *' shall be kept on the premises available for inspection throughout the work., e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sign tore of applicant or name,if a corporation) PO Box 444, Orient NY 11957 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder Owner Name of owner of premises Glynis Berry and Hideaki Ariizumi (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. not vet selected Plumbers License No. not yet selected Electricians License No. not vet selected Other Trade's License No. 1. Location of land on which proposed work will be done: 1360 Trumans Path East Marion House Number Street Hamlet County Tax Map No. 1000 Section 31 Block 12 Lot 9 Subdivision Filed Map No. Lot m 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential, currently one storage shed is on the site b. Intended use and occupancy One family dwelling 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $450,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units one Number of dwelling units on each floor N/A If garage, number of cars one 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. n/a 7. Dimensions of existing structures, if any: Front 14.3' Rear 14.3' Depth 11.7' Height 91 +/_ Number of Stories One (to be removed) Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 29.0' Rear 29.0' Depth 29.0' Height 21.2' Number of Stories Two (partial) Also accessory garage: front,Rear and Depth 19.5', 9. Size of lot: Front 60' Rear 60' Depth 117.8' Heigh 16.5', One story 10. Date of Purchase Aug. 18,2014 Name of Former Owner David Peter Gioglianolli 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law,ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES X NO Glynis M.Berry and 14. Names of Owner of premises Hideaki Ariizumi Address 24190 Main Rd,Orient phone No. 631 323 1426 Name of Architect Hideaki Ariiztuni,studio alb architects Address 24190 Main Rd,Orient Phone No 631323 1426 Name of Contractor Not selected yet Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES X NO * IF YES,PROVIDE A COPY. copy attached. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) _Hideaki Ariizumi being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Owner (Contractor,Agent, 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. Sworgto before me this day of 20_[�_ TRACEY L.DWYER " ..Tr, I IRI_1C,STATE OF NEW YORK Otary Pub C NO 01 DW6306900 QUALIFIED ISUFFOLK COUNTY gnatureofApplicant COMMISSION EXPIRES JUPJE3o2g�e�. • .ti Of Town Hall Annex � .y. Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 00 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ([ l 7/ A,.o c '�) Owner: Glynis Berry and Hideaki Mimmi Location of Property: 1360 Trumans Path, Fast Marion, NY 11733 Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) Pre-engineered wood construction(PW) X Timber construction(TC) in the following location(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature: Name (person submitting this form): Hideaki Ariizumi Capacity(check applicable line): X Omer Owner representative TnissReg15.docx Effective 1/1!2015 i Scott A. Russell ,��®�u '� STORMWA\TlER.. SUPERVISOR � MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 SM Main Road-SOUTHOLD,NEW YORK 11971 ° O Town of Southold 1 Y+ CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TMS PROJECT ^YP�®I, ANY OF THE FOLLOWING: -r I � Yft No (CHECK ALL THAT APPLY) f ® XO 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 ¢ j within any parcel or any contiguous area. s E� ®® C. Site preparation on slopes which exceed 10 feet vertical rise to I 100 feet of horizontal distance. 00 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I ®® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. 0® 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. a 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. '': Date. 1000 APPLICANT* (Property Owner,Design Professional,Agent,Contractor,Other) 3 District +I NAME: Hideaki ArIIZUtYtI 31 12 9 I ami I Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information 631 323 1426 I ! Ueopbar Numb x I si Reviewed By: , ^ # ! SI Date: Property Address/Location of Construction Work:_ -- — — -- — - _ _ _ _ — — — _ — — i i I Approved for processing Building Permit. 1360 Trumans Path, �� ® Stormwater Management Control Plan Not Required. { East Marion, NY 11733 !; Ij — — — -- - — — — — — — — — — — — — II i k { Stormwater Management Control Plan is Required. � 1 !! (Forward to Engineering Department for Review.) s FORM 0 SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. # 1000 saw CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) -== – —cam— d,0 !r Hideaki Ariizumi V 31 12 s Stormwater Management Control Plan CHECK LIST_ NAME: Ptzu Section Block Lot o a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 631 323 1426 (( ��7t of �l all Information that has been Required by the following Checklists g afar aeppmrf MumEm 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! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. =X1=1= c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§2W1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0Site has already no natural vegetation area.except some trees, some of which need e. Limits of Clearing& Area of Proposed Land Disturbance. 0to be cut f. Existing & Proposed Contours of the Site (Minimum 2 Intervals) H=9= Propertvis flat at EL.20'. No contour line appears in the property g. Location of all existing&proposed structures, roads, X �� driveways,sidewalks,drainage improvements& utilities. Ii. Spot Grades & Finish Floor Elevations for all existing& X proposed structures. 1. Location of proposed Swimming Pool and discharge ring. ® No pool j. Location of proposed Soil Stockpile Area(s)- X k. Location of proposed Construction Entrance/Staging Area(s). X �0 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 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(21 inch I X rainfall/storm event. 3. Details&sectional Drawings for stormwater practices are requirel for approval. Items requiring details shall include but not be limited to a. Erosion&Sediment Controls. X 0 b. Construction Entrance&Site Access. X 11 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X d. LeachinZ Structures (ea.infiltration basins,swale etc.) X if ****FOR ENGINEERING DEPARTMENT USE ONLY**** 0 Additional Information is Required. P Revieweii& Stormwater Management Control Plan is Not Complete. Approved By: s e m _ — — o — _ — m o s _ e ° — — — — — — ® Stormwater Management Control Plan is Complete. j Date SMCP has been approved b}, the Engineering Department. { FORM " SWCP Check List-TOS MAY 2014 ------ �4�osufFoc�co j Gy< BUILDING DEPARTMENT-Electrical Inspector CA x TOWN OF SOUTHOLD G Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone(631)765-1802-FAX(631) 765-9502 Temporary Certificate #-92b— Date -a9 — 2020 Customer Name i$ Electrician Name A Address T Phone e-mail e-mail p iren Phone 3 - 2 g License# ME RID Size_;Q0_A Phase Overhead Underground X #of Meters Remarks #of Underground Laterals 2 New x "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veriticatio s valid or s from the to above. Authorized by A l s a SEP ? g 2020 ,o BUILDING DEPARTMENT-Electrical Inspector ' T O'LD TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box,1179 Southold, New York 11971-0959 ' k Telephone (631) 765-1802 - FAX (631) 765=9502 s ;ro err southoldtownn. , ov wand southoldtownn . ov _ APPLICATION FOR ELECTRICAL INSPECT1,014: ELECTRICIAN INFORMATION (All lnform`n Required) Date! 21 Company Name: s � ,, lJ � 1�(,"���(, �.�--� ' Name: License No.: M is�-> 2- X10- email: ` r\f�oirtlUd4-SLZ:4t •rT&. L0,N1 Address:-- Q,0. I;O\� Phone No. lO 13SI JOB SITE INFORMATION (All Information Required) J Name: G ty N r /Vt - Address: (,3 = v..,TrV rte4n P m4r f6r, Cross Street: n '(Loin LZS Phone No.: Bldg.Permit#: J S all email: o(Ab' AA Tax Map District:._, 1000 Section: Block: Lot:. 1 ` y4 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Ne-w cot), -�(`UL�®l\ Circle All That Apply: Is job ready for inspection?: YES Rough In Final i Do you need a Temp Certificate?: �/ NO Issued On _ t EService ation: (All information required) e Size'1 P•h 3 Ph Size: _- SO O A #Meters . -_ _� Old Meter#,_ Fire Reconnect- Flood Reconnect-Service Reconnected Underground Overhead f Laterals 1 2 H Frame N D Pole '1 Work done on Service? Y N Additional Information:; PAYMENT DUE WITH_APPLICAT_ION Request for Ins pedtion Form.xls At • ppv p. UU t� i��� SEP � g 2020 __- BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 w Telephone (631) 765-1802 - FAX (631) 765-9502 -per �seand southoldtownny.gov; MAT ON FOR ELECTRICAL INSPECTIL, , p ELECTRICIAN INFORMATION (All Information Required) f Date;N L 6� I Company Name:_ - _ �I�Q;r_�== -v � ��e,C-��iL L.l.. - Name: ---- - - --_-_ _ - -- ---Lune. License No.: �r Z 1 1® email: Tr\(-0i�N� �(� G.GOM f Address: -- __._ Phone No.. ^" 2-3S _ 91 JOB SITE IWORMATION (Alf Information Required) Address: Cross Street: Phone No: `� l S? (-2' 02=N Bldg.Permit#: . -_-=J -- - --- =- -email:. 'L S{-Lwo Cba�h��er Block. - 5/ ••I BRIEF DESCRIPTION OFWORK (PleasePrintClearly) kAw m,.. ..Circle All That-Apply: Is job ready for inspection?, YES.a� Rough In_ Final Do you need a Tem Certificate?: A Y p �/ NO Issued On Temp Information: (All information required) : Service Size P 3 Ph Size. --.-S_Q!2 #Meters __—_ Old Meter# .• N a� NewService- ire Reconnect-Flood Reconnect-Service Reconnected Underground Overhead , #Underground Laterals 1 2 H Frame N i) Pole _ Work done on Service? Y N ' Additional lnformatiori' - PAYMENT-I)UE_WITH_APP-LICAIION Request for Inspection FormAs PERMIT# Address: Switches �l 1 Outlets GF1's 1 , Surface Sconces H H's UC Lts Fans Fridge HW e-1& - Exhaust Oven Dryer ' Smokes DW Service Carbon - Micro Generator Combo 1 - • Cooktop Transfer AC AH Mini S,n Special: -/ Comments l - SO�Tyo Town Hall Annex ,Joi Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 '�Q' • �O D COb� DD BUILDING DEPARTMENT TOWN OF SOUTHOLD JUL 1 3 2021 B V IT,D�TG DL'3- 3. CERTIFICATION Date: Building Permit No. Owner:_ (Please print) `.-rte, P '�' Plumber: - �1 01)k —TOY'OY'Z - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature)--- �" Sworn to before me this � y of U N 2 Notary Public, - U� -noccounty E C SANTOS-KEELc—State of New York 01SA6293842 in Suffolk County on Expires Dec 16,2021 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-007024 District: 1000 Section: 031.00 Block 12.00 Lot: 009.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITYNATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Glynis M.Berry and Hideaki Ariizumi,as husband and wife and Edith M.Berry, as joint tenants with right of survivorship and his/her predecessors in title since prior to 1983 except as follows: (see attached chains of title). No searches have,been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: December 13, 2019 FIDELITY NATIONAL Ti E SURANCE SERVICES,LLC JE D A Sworn to before me this 13 ' a ' f December, 1� COLLEEN K ZICK Notary Public,State of New fork I Of No.OlZi6375097 t Qualified in Suffolk County Commission Expires May 14,2022 24 Commerce Drive•Riverhead,New York 11901 0 (631)727-0600•Fax: (631)727-0606 y Date: 12/13/2019 Closing Date: Title No.: 7404-007024 Closer: Applicant: Glynis Berry Bank: Buyer: Bank Attorney: Seller: Glynis Berry and Hideaki Ariizumi Seller Attorney: Premises: 1330 Trumans Path Sales Rep: - HOUSE East Marion, NY 11939 County of Suffolk County: Suffolk Town of Southold Dist: 1000 Section: 031.00 Block: 12.00 Lot: 009.000 CFPB TRID DISCLOSURE: Note: OTP/LTP Disclosures are to be used only for TILA-RESPA purposes and for disclosure purposes in connection therewith, and may not properly reflect the actual premium charges on the title invoice. OTP on Closing Disclosure .................................................................................................................................................. .................................................................................. ........................................................................... LTP on Closing Disclosure .............. ....................................... ............................................................... ....................... . ..................................... ...... ........ ....................................... NY Title Bill Application Page 2 of 2 (7404-007024/17)December 13,2019 02 21 PM lot Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-007024 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: S CTM: 1000-031.00-12.00-09.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1983. SUBJECT PREMISES 1000-031.00-12.00-09.000 Kenneth J. Lynch Liber 6671 cp 231 TO Dated: 12/01/1969 George Langjahr and Helen Langjahr,his wife Rec'd: 12/08/1969 No proof of the death found for George Langjahr in Suffolk Surrogates Court. Helen M. Langjahr Liber 11642 cp 739 TO Dated: 08/27/1993 David P. Giuglianotti and Mary A. Giuglianotti Rec'd: 09/03/1993 FIDELITY NATION TLE INSURANCE SERVICES,LLC Sworn to before me this JEAN UVA 13Wayo,, ec"e�m/j�/fer;2019-._ / - } COLSEN V.,�i��� Nofiary Public - _ Notary Public,mate ai Ne lortf No.OlZI6375097 Qualified In Suffolk County Commission Expires May 94,2022 24 Commerce Drive Riverhead,New York 11901 9 (631)727-0600 • Fax:(631.)727-0606 Fidelity National Title „ INSURANCE SERVICES,LLC David Peter Giuglianotti AKA David P. Giuglianotti and Liber 12789 cp 194 Mary A. Giuglianotti,husband and wife Dated: 09/10/2014 TO Rec'd: 09/18/2014 Glynis M. Berry and Hideaki Ariizumi,husband and wife (premises and more) and Edith M.Berry, as joint tenants with aright of survivorship LAST DEED OF RECORD PREMISES NORTH AND WEST: 1000-031.00-12.00-008.000 John Milligan Liber 7010 cp 422 TO Dated.09/17/1971 Patrick Brennan and Elizabeth Brennan Rec'd: 09/21/1971 Patrick Brennan died a resident of Suffolk on 08/07/1997, Surrogates File No. 582 S 2001. Elizabeth Brennan,as surviving tenant by the entirety of Liber 12544 cp 974 Patrick Brennan Dated: 03/14/2008 TO Rec'd: 03/24/2008 William F.Fainglas and Catherine A.Fainglas, husband and wife LAST DEED OF RECORD PREMISES EAST: TRUMANS PATH FIDELITY NATION TITLE INSURANCE SERVICES,LLC Sworn to before.me_this JEAN UV 13th day o-f•December,2019. �,` Notary� COLLEEN K ZICK Notayr Public,State of New"toric No.OlZ16375097 r Quaiitied is Suffolk County 1 Cemufiaaion Expires May 14,2022 24 Commerce Drive Riverhead,New York 11901 0 (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES SOUTH: 1000-031.00-12.00-010.000 Linda D. Colombo FKA Linda Dee Schmitt Liber 7925 cp 191 TO Dated: 10/07/1975 George F. Reinhardt and Margaret Reinhardt,his wife Rec'd: 10/14/1975 George F. Reinhardt died a resident of Suffolk County on 03/09/1992, Surrogates File No. 1520 P 1992. Margaret Reinhardt, as surviving tenant by the entirety Liber 12220 cp 077 TO Dated: 10/03/2002 George R. Reinhardt,Michael P.Reinhardt,John T. Rec'd: 11/15/2002 Reinhardt,Edward J. Reinhardt,Margaret V. Marion and Thomas J.Reinhardt,as joint tenants with right of survivorship LAST DEED OF RECORD PREMISES WE �P: 1000-031.00-12.00-011.000 Nella Williams Liber 4561 cp 381 TO Dated: 11/05/1958 Adolph O. Kreib Rec'd: 12/17/1958 Adolph 0. Kreib Liber 5149 ep 210 TO Dated: 04/06/1962 Katharine Kreib Rec'd: 04/09/1962 Katherine Kreib Liber 8823 cp 504 TO Dated: 05/13/1980 Charles H. Thomas and Muriel L. Thomas,his wife Rec'd: 05/16/1980 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before.me-this JEAN UVA 13th of of December 20,1.9 X& ''1 COLLEEN K ZICK _A0 , Notaq Public,State of New fork Notarffi A5li,G -- No.01 Zi6375097 I Qualified In Suffolk County Commission Expires May 14,2022 24 Commerce Drive •Riverhead,New York 11901 0 (631)727-0600 • Fax: (631)727-0606 Fidelity National Title, INSURANCE SERVICES,LLC Charles H. Thomas and Muriel L. Thomas,his wife Liber 8993 cp 142 TO Dated: 04/12/1981 David Peter Giuglianotti and Mary A. Giuglianotti Rec'd: 04/24/1981 David Peter Giuglianotti AKA.David P. Giuglianotti and Liber 12789 cp 194 Mary A. Giuglianotti,husband and wife Dated: 09/10/2014 TO Rec'd: 09/18/2014 Glynis M. Berry and Hideaki Ariizumi,husband and wife (premises and more) and Edith M. Berry, as joint tenants with right of survivorship LAST DEED OF RECORD FIDELITY NATIONAL T E INSURANCE SERVICES,LLC Sworn to before me this JEAN Dut Y7e`ce ber;2019 13thdayo� Notary Pu i ____ Cp{.L' K Z1CK Notary No i01ZIfi87509TStata of �dork Qualified in S��lk� y 022 Comnc►issiV 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600 9 Fax: (631)727-0606 TOWN OF SOUTHOLD, NEW YORK ACTION OF THE ZONING BOARD OF APPEALS DATE November 20, 1958 Appeal No. 94. Doted August 29, 1958 ACTION OF THE ZONING BOARD OF APPEALS OF TOWN OF SOUTHOLD To Stanley S. Corwin for Nella Williams and others Appellant Main Street, Greenport, N.Y. At a meeting of the Zoning Board of Appeals on the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special permit under the Zoning Ordinance (x) Request for o variance to the Zoning Ordinance 1 SPECIAL PERMIT. By resolution of the Board it was determined that a special permit ( ) be granted ( ) be denied pursuant to Article.................... Section.................... Subsection................ paragraph.................... of the Zoning Ordinance, and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 2 VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) produce undue hardship because proposed sales, unaccompanied by variances, would result in situations where buyers could not obtain permits for further building, repairing or additions (b) The hardship created (is) OM)=) unique and bPOUWX(would not) be shored by all properties alike in the immediate vicinity of this property and in the some use district because the district has been established and the other property owners do not share the problem (c) The variance (does) (ltd observe the spirit of the Ordinance and 6eaixOB (would not) change the character of the district because the character of the district is already established by improvements that have been made. and therefore, it was further determined that the requested variance (x)be granted ( ) be denied and that the previous decisions of the Building Inspector ( )be confirmed ( x) be reversed Location: private road known as Truman's Path, part of which is shown on a certain map entitled,"Map of land Surveyed for Roger Williams, at East Mesion, New York", in the Town of Southold, N.Y. Board unanimously grants application under condition that there be no construction closer than eight feet to the easterly line of the property describedin the application. ZONING BOARD OF APPEALS Barbara M. Andrade Secretary Potm ZE4 BEFORE THE BOARD OF APPEALS, TOWN OF SOUTHOLD, NEW YORK In the !Matter of the Application of NELLA WILLIAMS, and others, for a variance under the Zoning Or- dinance. To the Zoning Board of A_.peals, Tows_ of Southold, X. Y, The undersigned, as attorney and acting for Idella Wil- liams, residing at East Marion, N. Y., Adolf 0. Krieb, residing at 30-13 - G3rd Street, Astoria, N. Y., and John Milligan, residing at 66 Epst 190th Street, Bronx 68, NI. Y., hereby applies to the Zoning Board of Appeals for the various relief hereinafter set forth in de- tail. The said della Williams is the owner of a tract of land at - -- -- - - - -- — -- - --- - -- - - - - -- - - -- - as : anion; Town of""5outhold; County of Suffolk, State of New York, on a private road known as Truman's Path, part of which is shown on a certain map entitled, "Map of Land Surveyed for Roger Williams, at East Marion, :few York", attached hereto and made a part hereof. This application is concerned with part of lot 13 and all of lots 14 and 15 as shown thereon. This appeal is made to the Board on the assumption that it has jurisdiction to determine these matters pursuant to the pro- visions of section 801-A,subdivision b. At the time the zoning ordinance became effective the entire area shown on the map, lots 11 to 18 inclusive, with the exception of the portion indicated as being owned by one Kniep, was owned by the said ­ella Williams. Erected on the property at that time were several cottages which were then and have since been rented either seasonally or for lesser periods of time. The cottages were erected in such a way that it is impossible under the ordinance to convey a parcel of land around each of the cottages without resulting in several violations of the zoning ordinance. a• Nevertheless the said :,Tella Williams has been unsuc- cessful in her attempts to sell the entire parcel and has been obliged to endeavor to sell parcels. The lot on the map indicated "Milligan" and the lot in- dicated "Krieb" are presently under contract of sale. In each case, the contracts contain provisions making them subject to obtaining certain relief from this Hoard by way of variances. What is sought is the formal action of the Board that would result in what would be an equivalent to a determination tnat the respective subdivided parcels of land were in single and sparate ownershi_a at the time of the adop- tion of the zoning ordinance. Additionally, variances would be neces- sary due to lack of access. Strict application of the ordinance would produce undue hardship because the proposed sales, unaccompanied by variances, would result in situations where the buyers might be precluded from obtaining permits for further building or substantial recairs and additions be- cause of inadequate lot size, because the, lots lacked requisite side or backyard space, or because there -. as a ,hack of access. Through no fault of her own, since the cottages now proposed to be sold were erected be- fore the zoning ordinance went into effect, the owner undoubtedly created the situation which effectively precludes the sale of the individual cottages with sufficient lands and yard space to comply ,with the zoning ordinance. There is a practical difficulty in comply- ing with the strict letter of the ordinance. Inasmuch as the owner has made reasonable efforts to sell the property as one piece, the hardship created is unique; the uniqueness is obvious on its face and at this point need not be elaborated other than to say that it is not shared by other pro:erties in the immediate vicinity of the owner's in question and in the use district with which we are concerned. The granting of the variances asked for would not change the character of the district inasmuch as the character of the district is already established by the improvements which have been made. Bear- ing in mind the purpose of the ordinance as set forth in the premise, - 2 - namely, that the restrictions with respect to the size of yards and the location and use of buildings on property, etc., is to promote the health, safety, morals and e,e.eral welfare of the people of the Town with reasonable consideration to the conservation of pro .erty values and the direction of building development, 'it can be said without compunction that the granting of the variances in this case would certainly do no disservice to the people of the Town; it would ob- serve the spirit of the ordinanceSpecifically then, the respective reliefs requested are, I. The granting of a variance to John Milligan, resid- ing at 66 East 190th Street, Bronx 68, _.ew York, his heirs, legal representatives or assigns, as to the premises described as follows: BEGI`rNING at a point on the easterly 'shore o£'Marion Lake marking the southwesterly corner of lot 16 as shown on a map made by Otto W. LTanTuyl and running thence north 64 degrees 05 minutes 4,0 seconds east,__ _ feet more-or- less to a 'staemmset on the °south- erly line of said lot 16 distant, along said course, 105 feet from the westerly line of a certain right- of way known as Truman's Fath; running thence south- east 8 degrees 09 minutes 20 seconds, 42 feet to a point; running tnence southwest 64 degrees 05 minutes 40 seconds, 142 feet more or less,"to the shore of Marion Lake; running thence in a north- erly direction, along the shore of Marion Lake, about 40 feet to the point or place of beginning. TOGETHER with a right of way over a 10 foot strip of land running from said premises easterly.to said Truman's i'atn, the northerly boundary of said right of way being the southerly line of said lot 16., which is the course first described and the extension east- erly thereof to said Truman's Path, (a) permitting the use for residential purposes of the cottage presently erected thereon even though the statutory, side, yard requirements, are absent, establishing the said, premises and the building,erected thereon as if the premises were existing as.,a- lot in. single, and separate owner- ship at the time of the adoption of the zoning,ordnance,. and (b) grant- ing said variance in the knowledge that the premises,do not have the ac- cess to a public road as prescribed in section 280-a of the Town Law. - 3 - II. The granting of a variance to Adolf 0. Krieb, resid- ing at 30-13 - 43rd Street, Astoria, New York, his heirs, legal representatives or assigns, as to the premises described as follows: BEGIN'HING at a point on the easterly shore of Marion Lake, marking the southwesterly corner of land of Nella Williams under contract of,sale to John Milligan, and running thence along said lands last mentioned north- east RL degrees 05 minutes 40 seconds, 142 feet more or less to a point marking the southeasterly corner of said lands; running thence southeast 25 degrees 54 minutes 20 seconds, 57 feet to a point; thence southwest 64 degrees 05 minutes 40 seconds, 143 feet more or less to the shore of Marion Lake; thence in a northerly directlon along the shore of Marion Lake about 57 feet to the point or place of beginning. TOGEThER with a right.o•f way for ingress and egress over a strip of land running from Truman's Path to the above described premises, bounded as follows: beginning at 'a point on the westerly kine of Truman'rs Path marking the northeasterly corner of land of Kniep,i,and running thence southwest 64 degree's '05 minutes 40 seconds, 100 feet; thence northwest 86 "degrees �6 .minute-s 0 seconds, 55.74 feet; thence northeast 64 degrees 05 minutes 40 seconds,- 30.96 feet; thence southeast 86 degrees 56 minutes 0 seconds, 24.77 feet; thence northeast 64 degrees 05 minutes 40 seconds', 96.13 feet to a point on the west- erly line of Truman's Path; thence along said line, south- east 25 degrees 54 minutes 20 seconds, 15 -feet to the point or place, of beginning, (a) permitting tne\ use for residential purposes of the cottage, presently erected thereo-i even though the statutory side yard requirements are absent, establishing the said premises and the building erected thereon as if the premises were exis"ting as a lot in single and separate owner ship at the time of the adopt=on of the zoning ordinance, and (b) grant- ing said variance in the knowledge that the premises do not have the ac- cess to a public road as prescribed in section 280-a of the Town Law. III. The granting of a variance to :fella Williams, resid- ing at East Marion, ,Tew York," her heirs, legal representatives or as- - signs, as to the premises described as follows: A. . BEGI_INJIG at a point on the westerly line of Truman's Path distant northerly along said line 15 feet from the northeasterly corner of land of Kniep; running thence north- east 64 degrees 05 minutes Lk0 seconds, 96.13 feet; thence northwest 86 degrees 56 minutes 0 seconds, 24.77 feet; thence northwest 25degrees 54 minutes 20 seconds, 37 feet; thence northeast 64 degrees 05 minutes 40 seconds, 117.80 x feet to the westerly line of Truman's Path; thence along said line, southeast 25 degrees 54 minutes 20 seconds, 49 feet to the point or place of beginning, - 4 - (a) permitting the use for r, sidential purposes of the cottage presently erected thereo- even though the statutory side yard requirements are absent, establishing the said premises and the building erected thereon as if the premises were existing as a lot in single and separate owner- ship at the time of tre adoption of the zoning ordinance, and (b) grant- ing said variance in the knowledge that the premises do not have the ac- cess to a public road as prescribed in section 280-a of the Town Law, and B. BEGI,UING at a point on the westerly line of Truman's Path distant northerly along said line 64 feet from the northeasterly corner of land of Yniep; running thence 'south- west 64 degrees 05 minutes 40 seconds, 117.80 feet; thence northwest 25 degrees 54 minutes 20 seconds, 20 feet; thence northwest 8 degrees 09 minutes 20 seconds, 42 feet; thence northeast 64 degrees 05 minutes 40 seconds, 105 f6et to the westerly line of Truman's Path; thence along the said westerly line of Truman's rath, southeast 25 degrees 54 minutes 20 seconds, 60 feet to the -po-int or place of beginning; SDBJ-ECT to a right of way 10 feet in width along the• north- erly side of said premises, _(A)_.___permitt.ing---_the__use-for—resident-ia3:purposes--of"The cottage presently erected thereon eves, though •the statutory side yard requirements are absent, establishing the said premises and the building erected thereon as if the premises were existing as a lot in -single -and separate owner- ship at the time of the adoption of the zoning ordinance', and (b) grant- ing said variance in the knowledge that the premises do not have the ac- cess to a public road as prescribed in section 280-a of the Town Law. S an ey o n Sworn to before me this 29th day of August, 1958. COMILIA G KEOGRt Notary Public,State V NAYINR No. 52-2X938" Qualified..Se(lolk C—sity term Expires March 30,1050 , COUNTY OF SUFFOLK I ss. STATE OF NEW YORK S i LEGAL NOTICE NOTICE OF HEARING Pursuant to section 267 of the Town Law and the provisions of the Building Frederick C. Hawkins, being duly sworn, says that Zone Ordinance of the Town of South- old, Suffolk County, New York, a pub- he is the owner and publisher of THE LONG ISLAND lic hearing will be held by the zoning TRAVELER - MATTiTUCK WATCHMAN, a public news- Board of Appeals of the Town of Southold, at the Town Clerk's Office, paper printed at Southold, in Suffolk County; and that Main Street, Southold, N. Y. on Sep- tember 11, 1.958 at 8:00 P.M. (E.D.S.T.) the notice of which the annexed is a printed copy, has been upon the application of Nella Williams and others for a variance of the Zon- published in said Long Island Travel er-Mattituck Watch- ing Ordinance, Article III, section 303, / mon once each week for ... �.��:t...t. l �.. week 304, 307, 308, and recognition of access, section.280-a of the Town Law. IThis property iocaced on SIS Main successively, commencing on the .............o;l...... ............. Road, on private road, East Marion, .... i 9."J N. Y. day of :r:. ...� J/ �: Any person desiring to be heard on the above application should appear at the time and place above specified. �c-t . Dated September 2, 1958 by order of ............. .. .....................v..... the Zoning Board of Appeals of the •Town of Southold. Sporn to before me this ........... ............ day of Notary Public 15 1 I October 26, 1958 Mr.. Stanley S. Corwin 443 Ikin Bt"et Dear Sir: In reply to your letter, of October 22, 1958, concerning the sersral appliostioni Of della Williams and otbars which we" sfatinued to the calendar of October 23rd, these appU401oa8 are now continued to the calendar Of MbTsaber` 4P 1958, at 9830 PoNe, at which tip it is aur UW*'st&Mist You will present an appliaatioe for a v►riasso ou'bbebalf of I�. txieb. Very tray Tours, Robert A. OLID spiv v Jr. Chairman, Southold Tows Board of Appeals R1fO jr:pt t STANLEY S. CORWIN ATTORNEY AND COUNSELLOR AT LAW 443 MAIN STREET GREENPORT, NEW YORK Greenport 7-0o76 October 22, 1958 " r. Howard M. Terry Building Inspector Southold, New York Dear Mr. Terry: The several applications of Roger Williams and ethers which have been pending for sometime were continued over, I presume, to the , cal'endar�- o�f, October' 23', I am necess"arily� to be out of town that even- ing and cannot attend as I would like to do. It is respectfully re- auested that the mstter be marked for the next session of the Board. At that time 1 expect to apply to amend the application by striking out all of the a,,plications for variances other than that of Mr. Krieb. Thank you in anticipation of your coopera- tion,. Very sincerely yo� Stanley S. Corwin ssc/cck ucptam"Der C 1 Mr, StaMlay S. Corwin, Attorney Main Street, Greenport, N.Y. Dear Sir; There will be a public liearizag upon- your application A/C ;della Williams rind- others ,-- hA1d•:-b6r.the-, Zoning-Board of Appeal s a.t the Torn Clerk's lerk's ffice, MinStree�September 11, 19- ) Southold, H.Y. , on .58-at bs00• PM (EiV.S..T: Yourd truly. 1/L-�L'�.,�.�✓lam � /' r� ,�p Chairman, Board of Appeals RWG/ht LEGAL NOTICE Notice of hearing Pursuant to section 267 of the Town Law and the provisions of the building zope ordinance of the Town of Southold, Suffolk County, 'dew York, a public hearing will be held by the Zoning Board of Appeals of the Town of Southold, at the Town Clerk's Office, Main Street, Southold, N.Y, on September 11, 1958 at 8:OOPM, :;apon the application of Nella Williame and others for a variance of the Zoning ordinance, Article III, section 303, 304, 307,`308, and recognition of access, sectoin 280-a of theTown law. This property located on SIS Main Road,- on private toad, East Marion. N.Y Any persAn desiring to be heard on the above application should appear at the time and place above specified Please publish once Sept 4, 1958 and forward the affidavit of publication immediately to the building inspector. I l r • V - -V --� — OF ' t T BEFORE THE BOARD OF APPEALS, TOWN OF SOUTHOLD, NEW YORK - - - - - - - - - - - - - - - - - - X In the Matter of the Application of ; ,VELLA WILLIAMS, and others, for e variance under the Zoning Or- dinance. - - - - - - - - - - - - - - - - - - X be In conformance with the Boardis ruling and decision that there/no multiple applications for variances, the application 'in the above entitled matter pending -herein ,is modified by striking therefrom paragraphs I and III. The reference in the original application to John Milligan as one of the applicants -is to be deleted as is any reference to-1'ot----i5--being a parte"of the Zand with which the application is con- cerned. As amended accordingly the application is renewed and the granting of the relief asked in the original application as to paragraph II, is respectfully requesSed.ell n ey S. Co i Sworn to before me this 6th day of November, 1958. COR14FLIA L:. KEL(i� Notary Public,Slate of New York No. 52.2093090 Qualified in Suffolk County Term Expires March 3o,1959 /8 I I I 21S I u i r � - � /G N, 6t! os'do't i G.y'r pf' Wf1Y - E=a - o - 117 00 • T ! c - /4 C.=74A IS F I oF' wAY /<A7/ b S }� t T 24190 Main Road studio a/b 651 West Main Street PO Box 444 glynis@studioabarchitects.com Riverhead,NY 11901 Orient,NY 11957 1 architects httplIadizurniberry corn T 631 5912402 T&F 631 323 1426 ' December 13, 2019 Town of Southold MAY 2 6 202i Building Department m PO Box 1179 Southold,NYs11971 Re: Building Permit Applications for 1330 Truman's Path Extension of permits Dear Reviewer, We would like to request a 6-month extension to the permits for 1330 Trumans Path, East Marion. Both expire on June 16,2021.While we may be finished by then,all reviews and paperwork way not be complete by then. Permit nu ber 44527— rsingle-family dwelling,SCT<#473889,sec/block/lot 31.-12-9 Permit number - 28 --to construct an accessory garage for the same parcel. We appreciate your help with closing out this project. Sincerely, r Hideaki Arii u i,AIA 24190 Main Road studio ® 651 West Main Street PO.Box 444 glynis@studioabarchitects corn Riverhead,NY 11901 Orient,NY 11957 architects http Hari¢umiberry corn T 631 5912402 T&F 631 323 1426 December 13, 2019 Ms.Amanda Nunemaker Town of Southold Building Department PO Box 1179 Southold,NY 11971 Re. Building Permit Applications for 1330 Truman's Path Single and Separate review Dear Ms. Nunemaker, Please find attached the completed verification of the lot being single and separate since before 1983. It also appears on the Suffolk County 1981 tax map. The only co-ownership was with lot number 1000-31-12-11. This lot is not considered an adjacent lot, as the shared boundary is only 20 feet, not the 50-foot requirement found in 280-10-A We appreciate your review of this Sincerely, Hideaki Anizumi, AIA r 24190 Main Road studio a • 651 West Main Street P0.Box 444 architects glynis@studioabarchitects corn Riverhead,NY 11901 Onent,NY 11957 http•//adizumiberry.com T 631 5912402 T&F 631 3231426 May 28, 2020 Town of Southold 12- -•. Building Department PO Box 1179 Southold,NY 11971 MAY 2 8 2020 Re: Foundation Inspections for 1330 Truman's Path SCTM# 1000-31-12-9 ; Dear Inspectors, Please find enclosed two copies of the surveyor's certification of the foundation location for 1330 Trumans Path, in support of the foundation inspections. This applies to two permits: 1. Permit#44527 for a new home 2. Permit#44528 for an accessory garage We appreciate your review of this. Sincerely, Hideaki Ariizumi, A A w Sc ecks Software Version Compliance Certificate Project House on Trurnans Path Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1.014 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1360 Trumans Path Glynis M.Berry/Hideaki Ariizumi Hideaki Ariizumi East Marlon, NY 11733 24190 Main Road studio a/b architects Orient, NY 11957 6511 24190 Main Road 631 323 1426 Orient, NY 11957 glynis@studloabarchitects.com 6313231426 hideakl@studloabarchitecs.com Compliance: 43.2%Better Than Code Maximum UA: 250 Your UA- 142 Maximum SHGC: 0.40 Your SHGC: 0.24 The%Better or Worse Than Code Index reflects how close to compliance the house is based an code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Are�a' Cavity Ciont. Assembl,� • e Ceiling 1:Cathedral Ceiling 741 51.0 0.0 0.021 16 Wall 1:Other Framed Wall 308 0.023 7 Wall 2: Other Framed Wall 477 0.023 10 Window 1:Vinyl/Fiberglass Frame:Triple Pane with Low-E 6 0.190 1 SHGC: 0.24 Window 2:Vinyl/Fiberglass Frame:Triple Pane with Low-E 8 0.190 2 SHGC: 0.24 Window 3.Vinyl/Fiberglass Frame:Triple Pane with Low-E 18 0.190 3 SHGC: 0.24 Door 1:Glass 20 0.170 3 SHGC: 0.24 Wall 3: Other Framed Wall 482 0.023 9 Window 4:Vinyl/Fiberglass Frame:Triple Pane with Low-E 5 0.190 1 SHGC: 0.24 Window 5:Vinyl/Fiberglass Frame:Triple Pane with Low-E 5 0.190 1 SHGC: 0.24 Window 6:Vinyl/Fiberglass Frame:Triple Pane with Low-E 5 0.190 1 SHGC: 0.24 Window'7:Vinyl/Fiberglass Frame:Triple Pane with Low-E 5 0.190 1 SHGC: 0.24 Project Title: House on Trumans Path Report date: 11/05/19 Data filename: C:\Users\hidea\OneDrive\Documents\studio ab\Projects\1556 E Pagel of 2 Marion\DOCS\Regulatory\rescheck E Marion.rck �h O Gr 6 ss Ar ea • • • Window 8:Vinyl/Fiberglass Frame:Triple Pane with Low-E 5 0.190 1 SHGC: 0.24 Window 9:Vinyl/Fiberglass Frame:Triple Pane with Low-E 18 0.190 3 SHGC: 0.24 Window 10:Vinyl/Fiberglass Frame:Triple Pane with Low-E 18 0.190 3 SHGC: 0.24 Window 11:Vinyl/Fiberglass Frame:Triple Pane with Low-E 18 0.190 3 SHGC: 0.24 Window 12:Vinyl/Fiberglass Frame:Triple Pane with Low-E 18 0.190 3 SHGC: 0.24 Wall 4:Other Framed Wall 474 0.023 9 Window 13:Vinyl/Fiberglass Frame:Triple Pane with Low-E 4 0.190 1 SHGC: 0.24 Door 2: Glass 20 0.170 3 SHGC: 0.24 Door 3:Glass 40 0.190 8 SHGC:0.24 Basement Wall 1: Solid Concrete or Masonry 897 0.0 12.0 0.054 46 Wall height: 8.1' Depth below grade: 7.0' Insulation depth: 8.1' Door 4:Glass 40 0.170 7 SHGC: 0.24 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheckVersion 4.6.5 and to comply with the mandatory requir menu listed In the REScheck Inspection Checklist. I1 � ! e eltlG- 1 v PYK w c�,�-�e�"f Y 2cs'l Name-Title Sig t re Date Project Title: House on Trumans Path Report date: 11/05/19 Data filename: C:\Users\hidea\OneDrive\Documents\studio ab\Projects\1556 E Page 2 of 2 Marion\DOCS\Regulatory\rescheck E Marion.rck SITE PLAN IS BASED OIC BLAstudio a/b architects H2O HEA SURVEY BY KENNETH M. WOYCHUCK LS. WATER ST H2O HEAVY DUTY 1000 GAL DATED AUG. 25, 2014 GREYWATER ST 651 West Main Street, H2O HEAVY DUTY 1000 GAL Riverhead, NY 11t901 SITE ELEVATION BASED ON SUFFOLK COUNTY GIS DATA PROPERTY AREA: 6,812 SQ.FT. 0.16 ACRE LP e'DIA.X 12'DEEP 631 591 2402 631 3231426 LP 50%EXTENSION N/O/F WHEN EXTENSION IS NEEDED glynis@studioabarchitects.com FINGLAS TREE NEEDS TO BE CUT (PUBLIC WATER) TO BE mailing address: CUT REE PO Box 444 ' TRENCH DRAIN 105.00' + NEIGHBOR'S WATER N/O/F GRAVEL DRIVEWAY Orient NY 11957 N 64°05'40"E _ SERVICE VICKY PAPSON � W- - REVOCABLE WATER +20�' , WATER TRUST INLET: MIN. 4" DIA. SDR40 H2O HEAVY LOADING SERVICE (PUBLIC WATER) PIPE, PITCHED 1/8" PER CAST IRON GRATE 12" MIN. o •4' H � — 4 , — ° � - � EXISTING TREE TO REMAIN PROPOSED _Sw_ H2O LOADING 8"CONCRETE COVER 0 0 / O J a N 1 STORY I = o R AEXISTING TREE TO BE CUT WHEN GARAGE \ s Q 50%EXTENSION TO BE INSTALLED 2 GARAGE 8 I PROPOSED FRAMED HOUSE I p 1 I 0 UJ g PROPOSED � "GARAGE F.F. l / I � a PROP.SILT FENCE,OR HEY BALE,TYP. DRORMWWELL TER " EL.+20.5'. 1FL.F.F.EL.+22.5' { ZQ > n.° " 8'DIA.6'DEEP ® ® ®�l EXISTING TREE � GW�Q QI / 2' N F— 24" +/- 7 ® ® ® h a a TO REMAIN — UUU r__L�X80 __ _ � z BACKFILL MATERIAL' ` ° t ' 8'-0" 140'+/_to Marion Lake 1. 5.0 Lu GRAVEL FILLED TO BE CLEAN SAND AND",'' o < . a o o Owner: \ 4� , ` Z a : GRAVEL a ® � 117+1-to Top of Bluff - - - - - - - - + O TRENCH LEACHING �' SECTIONS Glynis Berry and ^° '_PROP _ a o Hideaki Ariizumi t y N° GRAVEL DRIVEWAY e, o N Q' — N/O/F _ - ° N i <,( /� ,. ° b e o z in FILTER FABRIC op a GLYNIS BERRY, AND Z oy + " - o o <, ®� "o! 24190 Main Road, Orient, NY 11957 2 ' o 0 HIDEAKIARIIZUMI +2a,-- ----q- _ �,----. - -� .,.,m. � --L_�_.�.-.-�-_.�. �-�-_�---_- _ _ O tel 631 323 1426 "°— PUBLIC WATER `' _ email glynis@studioabarchitects.com ( ) S 6 °05'40"W 117.80' _ - - _ M1°, • TEST HOLE 4" DRAIN TILE TRENCH DRAIN } I1 I1 IIP III III PROP.CONC.WAS-IOUTAREA N/O/F °m SLOPED 1/8"PER PROP.TOP SOIL SlOCKPILE AREA, REINHARDT +0 12" MIN. GROUNDWATER 70CU.YAPPROX. OF SO.Fr.O FOR APPROX. PUBLIC WATER property Tax Map#: 70 CU.YD.OF TOPSOIL. ( ) ELEVATION Ite: ow �a 1000-31-12-9 n Stormwater Management Control Planpical Trench Drain Gutter Detail Typical Leaching Pool Detail site street address: 2 3 - - 1360 Trumans Path, East Marion, NY 11939 1" = 20'-0" 1/2" = 1'-0" 1/411 = 1'-0" Lot Area: 6,812 sq. ft., 0.16 Acre 50' M I N.AS APPLICABLE 78'-0"MAX. C.to C. /—I BUT SUFFICIENT TO KEEP SEDIMENT ON SITE FLOW / _ --� z No. Description Date GBAD pLL > UJ 0- F- o HAY BALE AND/OR w 1Fu Q SILT FENCING LU~ r N O ,y, ? W 0 4" VERTICAL O w4G �O� O SLOPE FACE oLU PERSPECTIVE VIEW o z BEDDING DETAIL Oa o a N O 11' MINIMUM 2 x 2 ANGLE FIRST STAKE TOWARD �� LU FENCE POST i L FEPREVIOUSLY LAID BALE /� �f a O _ WOVEN WIRE FENCE - ��� CONSTRUCTION ENTRANCE-FOUNDATION OF LL (6 x 6 - 10/10 WWF) FLOW �L /�� O 2 t COMPACTED = z / E- 3/4"STONE BLEND OR N.Y. STATE D.O T. APPROVED R.C.A. o FILTER CLOTH _�/ f Z_ n rr c FILL TO 18"(Min.)ABOVE EXISTING GR DE FOR DRAINAGE. SLOPE N L n J � PLAN VIEW EMBED FILTER CLOTH RADE �/,� 2� L i` n EXISTIN MIN. 6" INTO GROUND DE ROAD G 4" �Zn CONSTRUCTION ENTRANCE- FOUNDATION OF -7��� COMPACTED 3/4"STONE BLEND OR N.Y. STATE NOTE: - HAY BALE AND/O D.O.T. APPROVED R.C.A. MAXIMUM DRAINAGE AREA _ SILT FENCING FILL TO18"(Min.)ABOVE EXISTING GRADE FOR 1/2 ACRE / 100 LINEAR FEET DRAINAGE. TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING DETAIL TYPICAL TEMPORARY CONSTRUCTION ENTRY CROSS SECTION ti Nip /�G �n (ALTERNATIVE) �A 4 T apical Stormwater Management DetailsN. T.S. 4" PVC SDR40 HEAVY DUTY PROJECT 1/8" PER 12" SLOPE MIN. TO H2O GRATE GRADE House on 2°.°' 33.5'+/- + Trumans Path LO 00 TEST HOLE 8' DIA. 6'TALL by McDonald TRENCH DRAIN H2O LEACHING POOL Geoscience m 1, Dark Brown loam LU A 3' Brown silt Z 0 w Stormwater Z IzSTORMWATER RUN-OFF CALCULATIONS 0 Pale Brown fine to Management Control 00 0 - Z HOUSE ROOF: 994 SF coarse sand SW Orn GARAGE ROOF: 390 SF Plan LU N TOTAL: 1384 SF > O -i 1384 SF X 2" RAIN INCH/HR=230.6 CUFT ? MW USE 8' DIA. POOL WITH 42.24 CUFT/VF 17' Project number 1556 230.6 CU FT/42.24 CUFT/VF= 5.46 VF comments No water Date 11/5/2019 GROUNDWATER REQUIRED EL. 0' +/- USE (1)-POOL, 8 DIA. 6' DEEP DRYWELL - -- - - - - - - - - - - - - - — - - — - Drawn by HA Q Checked by GB 0 n Stormwater Drainage Section N C °' . 01CD N Scale As indicated GREYWATER OVERFLOW PIPE FROM LINE FROM m 4"WASTE BLACK WATER SEPTIC TANK GREYWATER SEPTIC :3 1/4" PER 12" TO GREYWATER SEPTIC TANK ABBREVIATIONS: PROPERTY TAX MAP#:1000-31-12-9 O SLOPE MIN. TANK TO LEACHING PIT & AND PROPERTY OWNER: NAME: EDTH BERRY, GLYNS BERRY, CU BLACK 4"WASTE 4"WASTE @ AT AND HIDEAKI ARIIZUMI -, WATER 1/8"PER 12"SLOPE MIN. 1/8" PER 12" SLOPE BW BLACK WATER PHONE: 631 3231426 4"WASTE STI ST2 MIN' LP CONC. CONCRETE E-MAIL:glynis@studioabarchitects O C.O. CLEAN OUT STREET ADDRESS: 1/4"PER 12" BLACK WATER GREYWATER 8'DIA.X 12' DEEP E or ELEC. ELECTRIC 1330 TRUMANS PATH SLOPE MIN, SEPTIC TANK SEPTIC TANK ELEV. or EL. ELEVATION EAST MARION, NY 11939 (n —10.01+/- GW GREYWATER rq �? FL LEVEL+22.0' 10.0'+/- 10.6' /- $ 0�+� GRADE ELEV. HDPE HIGH-DENSITY LOT AREA: 6,812 SF, 0.16 ACRE CU 20.0 POLYETHYLENE N N r�i LP LEACHING POOL OR PIT SANITARY SYSTEM DESIGN: �a MAX. MAXIMUM CU ;; MIN. MINIMUM #OF BEDROOM: 1 W rr HOUSE TRAPS N.T.S. NOT TO SCALE SEPTIC TANK CAPACITY: FOR EACH GRAY AND A _ REQ. REQUIRED GREYWATER AND BLACK WATER BLACK WATER LINES C° m SCDHS SUFFOLK COUNTY 1,000 GAL. EACH DEPARTMENT OF LEACHING POOL: LEACHING HEALTH SERVICES (1)- 8' DIA.X 12 FT PIT ST SEPTIC TANK W WATER °D ti r-: r N [O to �fY�� i l ���f`a14� DE�/.i\i[�l�T'a1 �3F LTH .SE CVICES � i--• F LO � N W > w w w w W > LU PERMt•r i"OR APPROVAL ©F CONSTRu��tor� ���� TEST HOLE DATA � " �� r:� W z LU ?w ?w w LU ?w S1NQ Lr_ FAr',�a�: ��� r,O� ONLY by McDonald Geoscience SanitarySystem Section Diagram JUL 1 2 2017 date: Jan. 2, 2017 2 N.T.S. p 111 17 � � `JAZs iI Fla. 6��. M ?"� Dark Brown loam OL ., SITE PLAN IS BASED ON APPROVED � � `" 12 SURVEY BY KENNETH M. WOYCHUCK LS. 1 F F BEDROOMS 3' Brown silt ML CL o ca a.I DATED AUG. 25, 2014 LAND N/F NEIGHBOR'S WATER MAIN ��� �� '�� OF E1 PIl:ES TI�REE YEARS FROM DATE Of APPROVAL SITE ELEVATION ^/ FINGLAS PART OF EXISTING �� a. .r.-t:AN BASED ON GRAVEL DRIVEWAY cn SUFFOLK (PUBLIC WATER) OF 105.00' m ¢ VICKY PAPSON Pale Brown fine to COUNTY N sa°os'40° W w w W REVOCABLE coarse sand SW ; GIS DATA 3.0 20' V.0' WATER W + ° .+2a x v TRUST 0 .. b. :'� (PUBLIC WATE ) =�- •FL.ELEV.. M O MAIN O o ° . W Nei O+20.5'• — 29' `— G I p ®�d ym 0 17' N- 1 STORY . - __ ��� ..,1 LAND N/F o N w EXISTING EE OF oaN Fi2AMED, Q /� iFL.ELEv.;,, 10.0' I � �t �'�%® COm tS No water countered O _ ya GARAGE/ - +22' / �9 = I... FINGLAS STORAGE ' 80, BLACK WAT A 17 2 I; J 2 STORY' 5.0' H2O HEAVY DUTY GAL s �@ HOIe ata (PUBLIC WATER) _ t ' FRAMED `� j �\ t — _ HOUSE I 1 n r n tlY �- - 7- \ 10.0 - - i - ti `- LP 50% EXTENSION leo'+i TO MARION _N= i l WHEN EXTENSION IS NEEDED LAKE POSED GW TREE NEEDS TO BE CUT �; ,PROSTORMWATER Oa D_ 5.8'-- 5,8' 80, 5.01 GREYWATER ST ENTRY PORCH I H2O HEAVY DUTY 1000 GAL �^ N .4 d .d - O 1 1r .e,-� LAND N/F o :• - ° e :C:). a r LP 8 DIA. X 12 DEEP " e s �3 '3 dQ eri OF �d , m.. o..b; 29' 36,0 d _ o �, •° . :,r�F,r +.. _ EDITH BERRY, z a: d ° ° a•°N d . co q I RECEIVED 1i lVF %iy V`i /I1 ,, GLYNIS BERRY,AND +20; +20' HIDEAKI ARIIZUMI ( ) S 64°05'40'W 117.80' �� ��� v 22 sN PUBLIC WATER TEST HO '' �� � . ����� �"" L LAND N/F i'' �` u:� 1 OF GRAVEL SUFF.,CC_.MMM SERVICES �' '� 0 1 4� <'�' U c1 REINHARDT DRIVEWAY �. . 41:9 A dl•W� WATER MGTa (PUBLIC WATER) a O [ T-1 Sanitary System Layout T- LE5 ". 1 rr = 20'-0" U ., B.1 6.2 6.1 6.2 29'-0" 29'-0" 0 0 A.3 o0-1 A.3' r BASEMENT \\\ /// (W 92 STAIRCASE \ / ca 1'-01/2" 26 �� 1�-01/2" \\\ /// L.. Z Q 00 LIVING DINING OPEN TO BELOW o r DECK / \ CABINET, TYP. \\ N (o D OD A.2NJ IPiI ENTRY 1 IIl III N CANOPY Lo N Q m r BELOW o = C7 H BA � 111III IY it `r STUDY STORAGE o LIGHTC) r SHELF n E c; A.1 -- o A.1 N � U n Proposed First Floor Plan n Proposed Second Floor Plan A.11 A A.10 ' - HOUSE FIRST GROSS FLOOR AREA: 17' 011 � a 841.0 SQ. FT. ' SECOND GROSS FLOOR AREA: • - ; 315.0 SQ. FT. O C UF'' - GARAGE GROSS FLOOR AREA: B.1 (�, � �.- E i „ 392.7 SQ. FT. �� t 2 TOTAL GROSS FLOOR AREA: ��' ~ 1,548.7 SQ. FT. �. 02181- - _ NOTE: FLOOR AREAS MEASURED ;� �• �' A3EMEN�': ^ , - EXTERIOR SIDE SURFACE TO I, SURFACE � _ , _, o N - II c OVERHEAD m E GARAGE/STORAGE GARAGE DOOR '1= _ NO PLUMBING I, - 1• I,•t I I I 1cc c I•_I 1L -LLtiL• L' L%L ' 6.11 A. 1 CONC.APRON o n Proposed Basement Plan n Proposed Garage Floor Plan �' a FROM STI BACKFILL N MIN. 4" DIA. i I MATERIAL U CLASS 2400 ! TO BE CLEAN z CONCRETE COVER � PIPE OR I I SAND AND (D EQUIVALENT i GRAVEL N CONCRETE CHIMNEY I PITCHED MIN. OUTLET/OVERFLOW 1/8"PER 12" i p d ; e•;_ TO GREYWATER ST CO) FROM HOUSE I MINA" DIA. P CLASS 2400 11 4 DIA. PIPE OR CLASS 2400 I I :,•t, `_,:;; d- °° ,;U r EQUIVALENT PIPE OR i i TO LP INLET a ° 20"MIN.. ® ® ® ° PITCHED MIN. 1/8" EQUIVALENT I I MIN.4"DIA. °.' '° El E3 INLET FROM I I I I ° _ IMPERVIOU � PER 12" PITCHED MIN. CLASS 2D400 APPROVED = ® ®CD = a I S SOIL HOUSE TRAP i 1/4" PER 12" PIPE OR PIPE °4 •' ° ® ®� X. - — MIN.4"DIA. 1/8 ® El PITCHED — - , CLASS 2400 EQUIVALENT PER 12"MIN.'­t . In ®R PIPE OR EQUIVALENT PITCHED MIN. 1/8 I _ PITCHED MIN. 1/4" PER PER 12"12" ' ° ® ® ® 3'-0" MIN. COVER TO GRADE _ Z z - — °• _< ®� COLLAR' — r IF DROP"T'IS USED LOCKING COVER TO LOCKING �°°�` `� ® ®E . v ON INLET GRADE a o a a �� Ln c�•� ¢ m N= 20"MIN, CASTING � N= 20"MIN. CASTING a ® ® ° f o `�' _ v IF DROP 'T' IS v r N TO GRADE NJ USED ON INLET -7 N TO GRADE " :^ r= p 9 " ; , 0 6'MIN. ® " a7-`PENETRATION N INTOAVIRGIN aEMAKE DROP TSTRATA OFMAKE DROP T ° o ACCESSIBLE FOR ACCESSIBLE FOR LEACHING ' • > >, �•:�, f:... ..;; COLLAR r oe ° n °SAND AND c MAINTENANCE SECTIONS ® ® MAINTENANCE AS : ..r.. .• f `_ -° ® ®� ° GRAVEL ,.. H_ o I �.. a� - > o REQUIRED - _ ® ®� ° `�, o m I s ice_- o a ° INFLUENT OVERFLOW _� �I o o o _ ° o•,-Z. ol_ EFFLUENT INLET FROM EFFLUENT -I a �_1 I, 8 -0 — 00 ; TO ST2 HOUSE TRAP °�-° - o _• INLET FROM STI `�` �; - - _;=z HIGHEST `i. RECORDED 'N a HIGH CO v7 BAFFLE WALL MIN. 3" SAND OR BAFFLE WALL MIN. 3"SAND OR GROUNDWATER a) cts PEA GRAVEL PEA GRAVEL - ELEVATION E 021844 O i = 1 -Sanitary System Details-Black Water ST1 _ 2 Sanitary System Details-Greywater st 3 Sanitary�System Details- LeachingPit �� ���.� Z: � 1/4 - 1 -0 1/4 - 1 -0 1/4 - 1 -0 F�- _ij U - N GENERAL NOTES: GENERAL'CONDITIONS:- a 1. BOTH GREY AND BLACK WATER ST SHALL BE H2O HEAVY DUTY TYPE, 1-Installation shall comply with Suffolk County Department of Health 5.All wall penetrations shall be connected to the tank with a watertight c DUE TO THE PROXIMITY TO THE DRIVEWAY. Services' Regulations, Standards, and Requirements, and shall be strictly sealed flexible joint and the pipe gasket shall be fastened to the pipe with a in accordance to the manufacturer's instructions. stainless steel retractable clamp. } 2. BLACK WATER IS THE SOURCE OF THE NITROGEN, WHILE Z GREYWATER WILL NOT PRODUCE NITROGEN. 2. The installer must hold a current Liquid Waste License pursuant to 6. Where a tank is in sections, it shall be sealed w/one (1)inch butylrubber a SET OF BLACK AND GREY WATER SEPTIC TANKS WERE INTENDED TO Chapter 563 Article VIL(Septic Industry Businesses)and Endorsement J joint sealant which confirms to ASTM C-990 U REDUCE NITROGEN BY PUMPING BLACK WATER TANK ST MORE OFTEN (innovative and Alternative Treatment System Installer)through the V Suffolk County Department of Labor;Licensing and Consumer Affairs, 7.The septic tank shall be installed level in all directions (with a maximum 4_0 > c THAN STANDARD SYSTEMS. BY PUMPING IT. pursuant to Suffolk County Code§ 563-79(11) (J). The Department of tolerance in any direction of+/-one quarter inch) on a minimum 3 inch 1E M n 3. BEFORE ANY EXECUTION, VERIFY ON SITE, IF APPLICABLE: Labor, Licensing, and Consumer Affairs maintains a list of liquid waste thick, unless otherwise instructed by the manufacturer, bed of properly L a� license holders. leveled and compacted sand (free from rocks)or pea gravel. Backfill shall (z �'s -GRADE ELEVATIONS be placed around the septic tank in such a manner as to avoid damage. m 2 - HOUSE TRAP(S) LOCATIONS AND INVERT ELEVATIONS .Q c m -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR 3. Concrete shall be minimum 3000 psi, 28-day compressive strength Backfill shall be free of large stones, stumps, and construction debris. (0.0 STRUCTURES test. o -ANY TREES WHICH MAY AFFECT TO THE INSTALLATION ai 4.All walls, floors, roof and access covers shall resist an applied force of �? 300 pounds per square foot(psf). U) m S.C.T.M. NO. DISTRICT: 1000 SECTION: 31 BLOCK: 12 LOT(S):9 LAND N/F OF FAINGLAS U.P. 2:0'N• o >> N 64 05 40. E. : -= 1"05.00,' ^ — -— . OVER D WIRES MON. ¢CRUSNEQSTONY,DRWEWAY DRIVEWAY GENERALLY LAND N/F ALONG LINEOF �7 FAINGLAS CO '1�4 �. ERM. SHED 4 LQ L o MON- 0 w 0 w POST _ O 0.2'W N LANDFN/F 8• E O di PIPE MON. p GIUGLIANOTTI L FC / „ 4' .STOCKADE FENCE ' LO 0.5S S 64 05 40 W 1 "7.00 0/4 N 1.3E 5.1 W Q z LAND, N/F OF REINHARDT -H 0 N LAND N/F OF JOHN & TERRY' GORGA THE WATER 'SOPPL Y, WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVAT70NS AND OR DATA OBTAINED FROM OTHERS, AREA: 6,812 S.F. OR 0,16 ACRES' ELEVATION DATUM. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EIYOCA77ON _LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICA, TED 'HEREON SHALL RUN - ONLY TO THE PERSON FOR WHOM THE SURVEY IS, PREPARED 'AND 'ON' HIS,BEHALF TO THE TITLE COMPANY GOVERNMENTAL AGENCY AND- LENDING INS77TUT70N LISTED HEREON; AND TO THE ASSIGNEES ,OF THE LENDING, INSTITUTION 'GUARANTEES,ARE NOT TRANSFERABLE. / THE OFFSETS -OR DIMENSIONS SHOWN HEREON FROM •THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED .TO, MONUMENT THE PROPERTY LINES OR TO 'GUIDE THE ERECTION OFFENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS `EASEMENTS AND/,OR SUBSURFACE STRUCTURES,,RECORDED OR UNRECORDED ARE'NOT,GUARANTEED• UNLESS PH.YSICALLY'EWDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OR DESCRIBED PROPERTY CERTIFIED TO' EDITH M. BERRY; MAP ,OF: ,GLYNIS M. BERRY; HIDEAKI ARIIZUMI' FILED: FIDELITY NATIONAL TITLE INS. CO..; SITUATED, AT. EAST MARION TOWN OR SOUTHOLD KENNETH M. WOYCHUK L. SUFFOLK COUNTY, NEW YORK Land Surveying and De'SIF P.O. Box 3, Mattituck, New Yor FILE # 14-1,23 SCALE: 1 "-20' DATE: AUG. 25, 2014 PHONE (631) 298-1588 FAX (631) N. Y. S. LIC NO. 50227 maintaining the records of Robert(�--- S.C.T.M. NO. DISTRICT: 1000 SECTION: 31 BLOCK: 12 LOT(S): 9 �yaP� LAND N/F ��\� OF FAI N GLAS N 64'005 40 E ( 105.00 OVER AD_WIRES_ \- ,/ MON. MON. o\ 9CRUSHED STONE°DRIVEWAY' a U.P. .0= DRIVEWAY GENERALLY b ° LAND N/F C IQ c�' ALONG LINE W OF C DIn 00"M o 76 O CN FAINGLAS D4 -- o � 03 FIRM. n z SHED 4 U CIC 11.7' c MON. o �r w ^, C) O'er �t o J 'POST O O 672'WN / O � O - - - - - - _ -O- - - - LAND FN/F nC�2- PIPE 11 MON:O GIUGLIANOTTI a FC 4' STOCKADE FENCE i �, LO °:3'E S 6405'40" W 11"7.80 O/Lw Z LAND N/F OF REINHARDT 0 N LAND N/F OF JOHN & TERRY GORGA T THE WATER SUPPLY, WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 6,812 S.F. OR 0.16 ACRES ELEVATION DATUM: _________________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUEfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: EDITH M. BERRY; MAP OF: GLYNIS M. BERRY; HIDEAKI ARIIZUMI• FILED: FIDELITY NATIONAL TITLE INS. CO.; SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORKLand Surveying and Design t P.O. Box 3, Mattituck, New York, 11952 FILE # 14-123 SCALE: 1 "=20' DATE: AUG. 25, 2014 PHONE (631) 298-1588 FAX (631) 298-1588 N. Y. S. LIC N0. 50227 maintaining the records of Robert J. Hennessy S.C.T.M. NO. DISTRICT: 1000 SECTION: 31 BLOCK: 12 LOT(S):9 b151�b loco-' a 1P� LAND N/F OF FAINGLAS U.P. :°'".N 6405'40" E.....S_:;: ::::. ;......,;... .._.. .... `.. .OVER D WIRES MON ,,j MON. •... —___ _ _—_— N O o `� 19.5' opt LAND N/F 4J p 36.0' N W �� � FOUNDATION � p FAINGLAS O d+ v LOCATION �" � 05-05-20 0i. w FOUNDATION y LOCATION to 05-05-20 o z o w w U 29.0' MON. o o O Uj POST °p w O CQ C) 0.2'W °' I= --- — LAND FN/F- C�2 PIPE MON. — O GIUGLIANOTTI o� FC / 0 0C'S S 6405'40" W 4 STOCKADE FENCE 117.80' 0/4 1.3'E 5.1 W Z LAND N/F OF REINHARDT -i 0 N LAND N/F OF JOHN & TERRY GORGA P A�8 T THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 05-05-20 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 6,812 S.F. OR 0.16 ACRES ELEVA77ON DATUM - UNAUTHORIZED AL TERA 770N OR ADD177ON TO 7HIS SURVEY IS A VIOLA TION OF SEC77ON 7209 OF THE NEW YORK STA TE EDUCA 77ON LA W. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 77-1E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7I7U77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS777U770N, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE 7HEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OR DESCRIBED PROPERTY CERTIFIED TO: EDITH M. BERRY; MAP OF: GLYNIS M. BERRY; HIDEAKI ARIIZUMI• FILED: FIDELITY NATIONAL TITLE INS. CO.; SITUATED AT. EAST MARION TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK r Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE # 14-123 SCALE: 1 "=20' DATE: AUG. 25, 2014 N.Y.S. LISC. 740. 050882 PHONE (631)298-1588 FAX (631) 298-1588 RECEIVE® AS BUILT MEASUREMENTS GENERAL CONDITIONS: SEP 2 $ 202 SITE PLAN IS BASED ON LAND N/F A B 1. Installation shall comply with Suffolk County Department of Health SURVEY BY KENNETH M.WOYCHUCK LS. OF 1 13.5 26 Services'Regulations,Standards, and Requirements, and shall be SUFF.CO. HEALTH SERVICES DATED AUG.25,2014 FINGLAS NEIGHBOR'S WATER SERVICE to 2 17.7 27.2 strictly in accordance to the manufacturer's instructions. C (PUBLIC WATER PART OF EXISTING' ° a 3 26.1 13 OFFICE OF WASTEVv�.T-R MGT. SITE ELEVATION N LAND N/F 4 29.3 16.8 GRAVEL DRIVEWA4� vv 2.The installer must hold a current Liquid Waste License pursuant to BASED ON � z OF 5 25.8 39.5 Chapter 563 Article VII (Septic Industry Businesses)and Endorsement J SUFFOLK 105.00, � Q VICKY PAPSON Innovative and Alternative Treatment System Installer through the N6a°05'a0"E w w w REVOCABLE c D TEST HOLE ( y ) g COUNTY _ +zo' - - - - - - - -w= w TRUST 6 19.8 16.3 Suffolk County Department of Labor, Licensing and Consumer Affairs, GIS DATA - WATER Z +zo' I- P't b McDonald pursuant to Suffolk County Code§563-79(11)(J).The Department of ! (PUBLIC WATER) y SERVICE � ° . -` Labor, Licensing, and Consumer Affairs maintains a list of liquid waste 19.5 o W Geoscience l.. 3 0 _ z9 g ',° o license holders. N LAND N/F NQ 18TORY / 4 EXISTING TREE g Q FRAMED . 1FL.ELEV. s�z ! I 1 Dark Erown loam 3. Concrete shall be minimum 3000 psi,28-day compressive strength OF_____ !L__ , GARAGE/ / +zr e ; N PROPERTY TAX MAP#:1000-31-12-9 o o. test. FINGLAS', = rn STORAGE / 2 STORY �, '"�,, �' GREYWATER ST PROPERTY OWNER: Brown silt (PUBLIC WATER) FL.ELEV. / FRAMED YCO i '50' H2O HEAVY DUTY 1200 GAL NAME: GLYNS BERRY AND _ _ _ 31 +z0.5' m HOUSE I� -� HIDEAKI ARIIZUMI 4.All walls,floors, roof and access covers shall resist an applied force of 1s 5 / ` ,>, MIN. ! 0 300 pounds per square foot(psf). m LP 50%EXTENSION PHONE: 631 3231426 C D up BW ! O ��� WHEN EXTENSION TO BE INSTALLED E-MAIL:glynis@studioabarchitects 180'+l-TO MARION � 1 \: � i BW ��1 TREE NEEDS TO BE CUT STREET ADDRESS: Pale Brown fine to 5.All wall penetrations shall be connected to the tank with a watertight BLACK WATER ST 1330 TRUMANS PATH sealed flexible joint and the pipe gasket shall be fastened to the pipe with a coarse sand SW -� 29' UP c.0. 5 H2O HEAVY DUTY 1200 GAL EAST MARION, NY 11939 stainless steel retractable clamp. A I \` Gc I - - - ENTRY LAND N/F o b - " LP 8' DIA.X 12' DEEP LOT AREA: 6,812 SF, 0.16 ACRE 6.Where a tank is in sections,it shall be sealed w/one(1)inch butylrubber o �' '' '� _ . joint sealant which confirms to ASTM C-990 OF �._-_- _N w _ -`GRAVEL o H2O , �__ ) o SANITARY SYSTEM DESIGN: 17 EDITH BERRY, N I i / `,DRIVEWAY g GLYNIS BERRY,AND z 4 ` J ''' `i--/ 7. The septic tank shall be installed level in all directions (with a maximum ` #OF BEDROOM: 1 comments No water HIDEAKI ARIIZUMh' - +zo' - -I - --'� I tolerance in any direction of+/-one quarter inch)on a minimum 3 inch thick, !, SEPTIC TANK CAPACITY: _s 64°os'a0°w \ 17 8 i GREYWATER AND BLACK WATER unless otherwise instructed by the manufacturer, bed of properly leveled {PUBLIC WATER) �,` TEST HOLE , ji y, ; ti- EXPECTED HIGHEST GROUNDWATER EL. 2.0 and compacted sand(free from rocks)or pea gravel. Backfill shall be placed Y-- CHIN GAL. EACH BY USGS GROUNDWATER CONDITIONS ON LONG ISLAND 2010 p g LAND N/F LEACHING POOL: around the septic tank in such a manner as to avoid damage. Backfill shall 6' DIA.6' DEEP OF (1)- 8' DIA.X 12 FT be free of large stones,stumps, and construction debris. STORM WATER DW REINHARDT (PUBLIC WATER) Sanitary System Layout n Test Hole Data 1 = 20 0 U 1 = 201-011 GENERAL NOTES: 1. BOTH GREY AND BLACK WATER ST SHALL BE H2O HEAVY DUTY VENT THROUGH OVERFLOW PIPE FROM LINE FROM TYPE, DUE TO THE PROXIMITY TO THE DRIVEWAY. ROOF BLACK WATER SEPTIC TANK GREYWATER SEPTIC ABBREVIATIONS: TO GREYWATER SEPTIC TANK & AND 2. BLACK WATER IS THE SOURCE OF THE NITROGEN,WHILE TANK TO LEACHING PIT GREYWATER WILL NOT PRODUCE NITROGEN. ' 4"WASTE 4"WASTE �° AT SET OF BLACK AND GREY WATER SEPTIC TANKS WERE INTENDED TO I 1/8"PER 12"SLOPE MIN. 1/8"PER 12"SLOPE BW BLACK WATER MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED REDUCE NITROGEN BY PUMPING BLACK WATER TANK ST MORE OFTEN MIN. CONC. CONCRETE ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP THAN STANDARD SYSTEMS. BY PUMPING IT. I C.O. CLEAN OUT BLACK WATER i E or ELEC. ELECTRIC 3. BEFORE ANY EXECUTION,VERIFY ON SITE, IF APPLICABLE: 4"WASTE I ELEV. or EL. ELEVATION -GRADE ELEVATIONS 1/4"PER 12" j 12" RISER 18" RISER 12"RISER GW GREYWATER -HOUSE TRAP SHALL NOT BE USED HDPE HIGH-DENSITY U) -LOCATIONS AND INVERT ELEVATIONS OF LINE EXITS SLOPE MIN. I POLYETHYLENE U W LP LEACHING POOL OR PIT W � -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR GREYWATER STRUCTURES 4"WASTE I ST1 ST2 LP MAX. MAXIMUM Q SEWER PIPE 1/4"PER 12" I BLACK GREYWATER V DIA.X 12' ANY TREES WHICH MAY AFFECT TO THE INSTALLATION Ll 77 MIN. MINIMUM DOUBLE SIDED SLOPE MIN. j WATER SEPTIC DEEP N.T.S. NOT TO SCALE 45 DEG. ELBOWS WYE I REQ. REQUIRED LASCO D448-040 I 17.5'+/ 30 DEG ELBOW 60 DEG WYE FIRST FLOOR - I GRADE SCDHS SUFFOLK COUNTY OR EQ. 10.0'+/- 10.8' /- 23 0 +/- DEPARTMENT OF EL.22,5' EL.20.0 HEALTH SERVICES ST SEPTIC TANK I � W WATER W/ WITH ALTERNATE A: FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE B2: FOR USE WITH \ - BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION _ W/DOUBLE SIDED SWEEP CLEAN OUT FOR `° `Y' CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC EACH GRAY AND BLACK WATER LINES LEACHING POOL n Clean Out Details . 1/2" = 1'-0" 00 M (V (V I� M I- CD F- � F- C\l N � E- �rl_ H � I- (P W � Lu W � W - W - W - W - ' � J > J > _l > J > J > J Z W . W Z W Z W Z W Z W Z W O GROUNDWATER 0 M 0- Mi - - ao o T V � OQ -i OQ -i OZi °���1_ ) 2Q � mF- w ml- W mWW 2 SanitarySystem Section Diagram N.T.S. F z_ a il;,.`:.i DEPT. OUTLET/OVERFLOW, TO GREYWATER ST MIN. 4" DIA., CLASS 2400 MIN. S DIA. BACKFILL CONCRETE COVER SUFFOLK COUAT'>'DcPA42TA�'VTOF------ -SSR i PIPE OR EQUIVALENT CLASS 2400 MATERIAL PITCHED MIN. 1/8"PER 12" PIPE OR TO BE z CONCRETE CHIMNEY VICES EQUIVALENT i I CLEAN SAND g (NOT USED IN THIS APPLICATION) APPROVAL OF CON! TRUCTED%VORKS FOR s l PITCHED MIN. ( 1 i AND GRAVEL N A SINGLE F-`''LY RESIDENCE \ 1/8"PER 12" / o=�t� OCT 1 4 1020 H,S. r :,h:o \0-t"1- 0039 INLET FROM ins 9 0 ,,. The seN2 ;,Ci-^osa!and mater,.uRAIY to,,ties 2t Ltiis Iccatcn have been ..Pectad 2adtar certi;ied ty tr,DeparLm.�n cr cty�er agsncles and found to HOUSE be satisfaory FOR A NEEUCiMU�OF, FIEDROOf�4S. ay . MIN. 4"DIA. I TO LEACHING POOL io v - INLET FROM = `��� CLASS 2400 MIN.4 DIA. HOUSE ` ` PIPE OR I I �� a CLASS 2400 • TRAP / EQUIVALENT i i PIPE OR INLET ® El ® C�^i Kne er, P.E., Chief 20 MIN.. �1 �` CJ Pp MIN.4"DIA. \ i PITCHED MIN. EQUIVALENT MIN.4"DIA. '. IMPERVIOU t CLASS 2400 1/4"PER 12" ' PITCHED MIN. 1/8" APPROVED ® ®C� S SOIL nt PIPE OR EQUIVALENT PER 12" PIPE ® ®� PITCHED MIN. 1/4" PER FROM ST1 �� PITCHED ® M I p PROJECT: No. Description Date � House on Trumans Path 12" 1/8"PER 12" ® ® rn ° m ® ® 3'-0" MIN. z E2 ® studio a/b architects _ - COVER TO GRADE GRADE TO � � LOCKING - as a � N ® ®� COLLAR_ ,pov - IF DROP"T" IS CASTING LOCKING IF DROP"T"IS N 20 MIN. TO GRADE °°° ® ®� D°° ' 651 West Main Street, RED, N v USED 20" MIN. CASTING USED ON INLET o o - ® ®� 0 6' MIN. Riverhead, NY 11901 5� N o o "o o ® ® ® o PENETRATION 631 5912402 � TO GRADE MAKE DROP T , 00 ACCESSIBLE FOR o ® ® ®� °INTO A VIRGIN 631 323 1426 `r MAKE DROP"T" COLLAR AS MAINTENANCE LEACHING ® ®� STRATA OF glynis@studioabarchitects.com /- - o°o ® ® . -SAND AND ACCESSIBLE FOR bo 0 o SECTIONS ® ®0 - ',GRAVEL mailing address: MAINTENANCE - -� - - - o a I! ` 218 O ® ®� ° W PO Box 444 D g Q� o er Orient NY 11957 ON `l INFLUEN OVERFLOW INLET FROM EFFLUENTz ° ° o _ EFFLUENT 0 HOUSE TRAP co TO ST2 INLET FROM CON 01 8 -0 o A -- - - - - - - - - - M SANITARY SYSTEM AS BUILT 00 ip HIGHEST _ __ __ __ __ _ _ _ _ _ Owner: RECORDED Glynis Berry & Sanitary System Layout BAFFLE WALT_ MIN.3"SAND OR BAFFLE WALL MIN. 3"SAND OR HIGH PEA GRAVEL PEA GRAVEL GROUNDWATER Hideaki Ari izum i Project number 1556 ELEVATION 24190 Main Road, PO Box 444, Orient NY 11957 Date 8/5/2020 PRECAST CONC. CYLINDRICAL 1200 GAL. SEPTIC TANK, PRECAST CONC.CYLINDRICAL 1200 GAL. SEPTIC TANK, I tel 631 3231426 a- H2O LOADING H2O LOADING email glynis@studioabarchitects.com Drawn by � Typical Sanitary System Details-Black Water Typical Sanitary System Details-Greywater Typical Sanitary System Details- Leaching property Tax Map#: Checked by GB M 5 ST1 6 ST27 Pool, H2O 1000-31-12-9 1/4" = 1'-0" 1/4" = 1'-0" N site street address: C. 02 1330 Truemans Path, East Marion, NY 11939 n A Scale As indicated PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects House on Trumans Path THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 651 West Main Street, 1 / 21 T.01 TITLE SHEET EACH DRAWINGS. Riverhead, NY 11901 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 2 / 21 C.01 Stormwater Management Control Plan 631 rhe 2402 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS 3 / 21 A.01 Site Plan, Floor Plans 631 323 1426 Owner: THE NEW YORK STATE (NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK, 4 / 21 A,02 Elevations NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY glynis@studioabarchitects.com Glynis Berry and Hideaki Ariizumi NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE ATVARIANCE WITH THE 5 / 21 A.03 Building Section 1 mailing address: 24190 Main Road, Orient, NY 11957 NYS PLUMBING CODE ABOVE. 6 / 21 A.04 Building Section 2 9 Phone: 631 323 1426 NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 7 / 21 A.05 Schedules PO Box 444 e-mail: glynis@studioabarchitects,com NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 8 / 21 A.06 Interior Elevations Orient NY 11957 APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. '--- '` DRAINAGE INSPECTIONS ARE REQUIREDTOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 10�/ 21 D.01 Typical Details OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. Contact TOS Engineering at 765-1560 before 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 11 / 21 D.02 West Deck, Light Shelf, and Entry Details Site Address: Backfill,041 Provide Engineer's Certification 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY, ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: 12 / 21 D.03 Rear Accesses Details 1360 Trumans Path that tho drainage has hc?n Instnlled to Code. SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 13 / 21 D.04 Staircase Details East Marion, NY 11733 BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF 14 / 21 D.05 Bathroom and Kitchen Details AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 15 / 21 D.06 Built-in Details Tax Map#: SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT 1000-31-12-9 NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) 16 / 21 S.01 Structural Notes c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. 17 / 21 S.02 Foundation Layout architect: ELECTRICAL 3. THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT SHOWN OR 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 18 / 21 S.03 Decking Layouts INSPECTION REOUIRE0 NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR NOT 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH 19 / 21 S.04 Exterior Attachments Framing Details studio a/b architects MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR TO THE BUILDING CODE. 20 / 21 MP.01 Plumbing and HVAC Layouts Owner: 651 WEST MAIN STREET PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117,1 2003 AMERICAN NATIONAL STANDARD 21 / 21 E.01 Electrical Layout RIVERHEAD, NY 11901 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. Glynis Berry and T: 631 591 2402 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT. 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF Y Y F: 631 323 1426 NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION Hideaki Ariizumi e-mail: info@studioabarchitects,com 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE R302.9 (NYS RESIDENTIAL CODE). TRUSS�'LJ".CA.R�I�dG REQUIRED AND TIMELY COMPLETION OF THE WORK/PROJECT. 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302.10(NYS 24190 Main Road, Orient, NY 11957 RESIDENTIAL CODE) tel 631 323 1426 6. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR email glynis@studioabarchitects.com CONTRACT WORK. ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ENSURE SAFETY OF OPERATION. APPROVED AS NOTED DO NOT PROCEED WITH ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. DATE:. kP1`Z B P # FRAI`AING UNTIL SURVEY 7. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE ZONING: Site: ' ` OF FOUNDATION LOCATION FOLLOWING CONDITIONS: property ZONED: R40 1000-31-12-9 Map#: FEE: _ BY: HAS BEEN APPROVED. a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO NOTIFY BUILDING DEPARTMENT AT PERFORM THE CONTRACT WORK. 765-1802 8 AM 'TO 4 PM FOR THE b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. LOT AREA ............................REQ 40,000 ....., ACTUAL/PROPOSED N/C 1360 Trumansite street s Path, East Marion, NY 11939 FOLLOWING INSPECTIONS: An exterior lighting LOT WIDTH ............................... 150 ............................ 60 N/C 1. FOUNDATION - TWO REQUIRED 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL LOT DEPTH ............................... 175 ............................ 117.8 N/C FOR POURED CONCRETE installed,replaced or WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF 2. ROUGH - FRAMING & PLUMBING rcpaired sh1,111 conform ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. NON-CONFORMING LOT, LESS THAN 20,000 SQ.FT.: 3. INSULATION to chapter 172 9. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSA RY FOR PROPER AND ACCEPTABLE FRONT YARD .......................... 35 .............................. 35 4. FINAL - CONSTRUCTION MUST �, 1 SIDE YARD ............................ 10 .............................. 11 BE COMPLETE: FOR C.O. tis ttt+�To .m Code CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY 2 SIDE YARDS.......................... 25 .............................. 31 CLIENT OR ARCHITECT SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED REAR YARD ............................. 35 ....................,......... 37 ALL CONSTRUCTION SHALL MEET THE OR INDICATED. BUILDING AREA.......................................House: 841.00 - REQUIREMENTS OF THE CODES OF NEW ` YORK STATE. NOT RESPONSIBLE FOR PLUMBER CERTIFICATION 10. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT Porch& Deck: 79.06 No. Description Date SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE Garage: 380,23 DESIGN OR CONSTRUCTION ERRORS. ON LEAD CONTENT BEFORE TOTAL: 1300.29 CERTIFICATE OF OCCUPANCY STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR COVERAGE ............................. 20% MAX. ................ 19.09% APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, HEIGHT IN FEET........................ 35 MAX. .................... 21.1 COMPLY WITH ALL CODES OF SOLDER USED IN WATER HEIGHT IN STORY .................. 2 1/2 MAX. ......,......... 2 WINDOW NOTES: NEW YORK STATE & TOWN CODES SUPPLY SYSTEM! CANNOT 11, FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS LIVABLE FLOCR AREA ............. 850 ............................ 992.5 PER SPECIFICATIONS. 1. ALL WbRK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. AS REQUIRED AND CONDITIONS OF EXCEED 2110 OF 1% LEAD, DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT ACCESSORY BUILDING ON LESS THAN 10,000 SQ. FT. LOT: REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. 12. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS 18, 20, OR 22 ........... 16.5 2. ALL EXTERIOR WINDOWS AND GLASS BLOCK TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH --V TOWN Z3A HEIGHT ARE SHOWN AS NOMINAL SIZE. SIDE AND REAR SETBACK..... 3(HT<18) ................. 4.4 3 SEC. GUSTS. , �IBOARD 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714,3, AND 2406. TEES P�( IMgl�G 13. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, FLOOD ZONE: X 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES, ` PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAUGE AS ALL-PLU%-, ?v a'`V'ySTE STOOLS. &WATER Lit-;ES (\«rp 14. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS /� TMYiNGBEFC�ECOVZRING REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. OCCUPANCY OR CODE CO JIPLIANCE: DOOR NOTES: USEISulLf1p� � �� 15. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, I.) Use(s)and Dccupancy Classification(s): Single Family Residence E V AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY 2.) Height and =ire Area: 21.1','2 stories; Fire Area n/a 1. ALL EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 8,5 LBS,AS PER ANSI 117.1 UNAUTHORIZED PARTIES, SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY 3. Type of Construction. Type VB 2. THE HARDWARE FOR EXTERIOR CORRIDOR AND LOBBY DOORS SHALL HAVE PANIC HARDWARE AND WITHOUT CE RTI F e�; , I ► M,ues,t provide ?dnual1 4.) Structural Design criteria: Engineered. ALL DOORS SHALL HAVE HANDICArPED ACCESSIBLE HARDWARE. 15D OFO(�CI �I�An /� D� J and � �:, ilei' �; THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 5.) Framing elements See Structural Drawings 3. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND MPH 3 SEC. vNCY ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 6.) Design load'calcubtions: See Structural Drawings GUSTS. NYS Ener Code 4. ALL DOORS TO HAVE SAFETY GLA.�S iN COMPLIANCE WITH SECTION 2406 NYSBC . SUMMARY OF WORK rHE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 7.) Glazing protection.Required (Wind Speed 1 n mile zone; 0.12 mile (<1 mile) i coast line) ( ) Provide Hurricane resistant rated windows and/or protection panels, as per Window and Door Schedule SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 8. Load athsfrom r(of to foundation: See Structural Drawings THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: ) P 9 i.�CESSARY FOR THE PROPER EXECUTION OF THE WORK. 9.) Nailing and;or confection schedule, framing details: See Structural Drawings OTHER NOTES: 1. CONSTRUCTION OF PARTIAL 2-STORY FRAME HOUSE 10.) Means of Egress(R310 Emergency Escape& Rescue Openings): See Window Schedule and Floor Plans �.._ -, 18.MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 11.) Plumbing rser diagram: new fixtures to be connected to the existing vent /� '����'��C�+ 1. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE, PANEL, AND STEEL NOTES AND TESTS. n �^- � �r ` 12. Location of fire protection equipment, i.e. smoke alarm: See Electrical Drawings RtiUt�t'6�'1� fi `�€ � x�A�ct�c-- ^ ) pg 2. SEE MECHANICAL, ELECTRICAL ANfi PLUMBING DRAWINGS FOR RELATED NOTES. c_id uctivork 19. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE 13.)Truss design drawings with certification: n/a '"'tin required» CONTRACT DOCUMENTS. 14.) Energy calculations from design professional: Rescheck certificate attached. 3. ALL RELATED SITE, HVAC, PLUMBING AND ELECTRICAL WORK testing 20. COPYRIGHT @ 2019, STUDIO A/B ARCHITECTS THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY OTHER REGULATORY REQUIREMENTS: ABBREVIATIONS: MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. Health Department: Permit copy attached. AFF ABOVE FINISHED FLOOR H OR HT HEIGHT DEC: Not Required Property 140'+/-(>100') to Marion Lake, 750'+/-(>300')to Peconic Bay ALUM. ALUMINUM H.P. HIGH POINT Board of Trustee: Not Required Property 117'+/-(>100')to Top of Bluff on Marion Lake & AND HRDWD HARDWOOD Planning Board: Not Required APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND ARCH. ARCHITECT AIR CONDITIONING @ AT HORZ. HORIZONTAL BLD'G BUILDING �`� `;h INSUL. INSULATION CONTROLLED INSPECTIONS: LOCATION MAP: B.O. BOTTOM OF INT. INTERIOR .;r -_. C.I. CAST IRON L.F. LINEAR FOOT CL CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE c�� / CLG. CEILING NG TER LINE MAT. MATERIAL OPTIONS. SOUTHOLD BUILDING DEPARTMENT N „ -.. p2378� Q� M . M .. aft + .,.............. ......... r... ,.._,,.:_:,M-.' 4 CLO. CLOSET MAX. MAXIMUM TF y� THE FOLLOWING ARE OPTIONAL BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR �> ,>..M..,,.."""" r,...' OF N THE CONTRACTOR MUST NOTIFY THE ARCHITECT FOR CONTROLLED INSPECTIONS AT LEAST 72 HOURS " . CMU CONCRETE MASONRYUNIT MECH. MECHANICAL r SUBTRACTING FROM THE BID PRICE FOR EACH ITEM. THE OWNER WILL DECIDE FINAL INCLUSION OR NOT BEFORE THE SPECIFIC WORK COMMENCES. '' "" " ; `: COL. COLUMN MIN. MINIMUM IN CONTRACT. CONC. CONCRETE MT .CONT. CONTINUOUS MTD ED METAL 1. ADD CONTINUOUS R-5 MINERAL WOOL BOARD INSULATION ON THE EXTERIOR SIDE OF THE ^' , A C.J. CONTROL JOINT _ N.I.C. NOT IN CONTRACT SHEATHING ON CONTINUOUS MINERAL OTE SAFETY AND PROTECTION NOTES: `. :;, '„ .,;,,;` COR. CORRIDOR NO. NUMBER 2, ADD CONTINUOUS R-5 MINERAL Wi00L BOARD INSULATION ON THE EXTERIOR SIDE OF THE '��,� �`'. ':�":�' � CU.FT. CUBIC FEET NOM. NOMINAL FOUNDATION WALL, 3'OF HIGHT, VVITH PARGE OVER WHERE EXPOSED TO AIR. g CU.YD. CUBIC YARD NTS. NOT TO SCALE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL .,. ,i . a DET DETAIL PLY PLYWOOD PROJECT JURISDICTIONAL AND OSHA REQUIREMENTS. DIA. DIAMETER O.C. ON CENTER House on f" DIM. DIMENSION - R RADIUS 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, DIM DIMMER RAIL'G RAILING FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC, THEY SHOULD ADDRESS ANY POTENTIAL DR. DOOR REINF. REINFORCING INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION +j '.. `' ru m a ns at PROCESS. East metery DRAWING R.D. ROOF DRAIN E.J. EXPANSION JOINT REQD. REQUIRED Marion . - - % ELEC. VATION RM ROOM ELECTRIC SF SQUARE FEET ENT. ENTRY SIM. SIMILAR : ) EQ. EQUAL SPEC. SPECIFICATION EQUIP. EQUIPMENT S.S. STAINLESS STEEL EXIST. EXISTING STD. STANDARD NOV - 7 2019 EXT. EXTERIOR STL. STEEL ,. FF FINISHED FLOOR TEL. TELEPHONE FIN. FINISH OR FINISHED TH. THICKNESS n: r FL. FLOOR T.O. TOP OF FLASH'G FLASHING TYP. TYPICAL z F.P. FIRE PROOFING U.O.N. UNLESS OTHERWISE NOTED TLE SHEET FT FEET V.I.F. VERIFY IN FIELD GA GAUGE W WIDTH .; GALV. GALVANIZED W/ WITH :f G.C. GENERAL CONTRACTOR WD WOOD ROJ ECT S TE :;,�",,r y, P I GL. GLASS W.R.B. WATER RESISTIVE BARRIER µt: _ GWB GYPSUM WALL BOARD „ %kiProject number 1;� � 556 Ar Date 11/5/2019 Drawn by HA � f j Checked by GB 00 Lr { V 500 ft I T . 01 h. ..r-,„r. ,,;,..'.tri.,•✓.-,N,.-.,,,,,"..:........:..:.i:.:,n...,n/,.:;:....-:e,aq;'p'',"v:.,. F..,/.,manexnn.✓T...G.il,+...r--R..La9,r»s>:.,. .:.P:ra. iS Scale As indicated N/O/F 1 A/ FINGLAS S.01 studio a/b architects ' Y TRENCH DRAIN NEIGHBOR'S 651 West Main Street, + WATER B. 1 B.2 Riverhead, NY 11901 N 640 05'40" E 105.00' o MAIN 1 631 591 2402 w w W w A.03 631 3231426 glynis@studioabarchitects.com .12 : +20' 1 2 1+20' I n` " a mailing address: 4 . a , <° "•� a WATER I PO Box 444 SERVICE Orient NY 11957 B. 1 a e i a - EXISTING 4�'3' B.1 6.2 °. a o a a `' A.3 {o e TREE TO BE 37 9'-0" w - °n p a r^" CD I CUT - .n x a n `a. n. A.3 - - i co : N DEHUMIDIFIER ' 'CONCRETE WALL EXPOSED, 1,1 29.0 - - Bw- - - - _� � 4 / 1FL.F.F.EL.+22.5' -----�-J - PROP. BLACKWATER I O / o N I. I 10.0' r SEPTIC TANK 1 -"TYP. EXISTING TREE POSED H2O HEAVY DUTY 1000 TO REMAIN „ 1 TORY44/ O 80 GAR AAA�E 1 I: I // I 36.0'02 " 2 PROPOSED 1.5 STORY LP50%EXTENSION Owner: GARAGE F.F. " O WHEN EXTENSION IS NEEDED Glynis Berry and f c EL.+20.5' ', �, - 1 I / FRAMED HOUSE I I I TREE NEEDS TO BE CUT O O C7 �3 ij (I I / i a ' BASEMENT , Hideaki Ariizumi EXISTING TREE TO BE 19.5 / I g� CUT WHEN 50% .(UNFINISHED STORAGE)','. EXISTING TREE �/ _ I I EXTENSION WILL B E �, 24190 Main Road, Orient, NY 11957 TO REMAIN A. 1 1 / A.2 - - 10.0'- i 1 T I INSTALLED tel 631 323 1426 ATE R 11.2' I - email g y I @ tudloabarchltects.com , PROP GRAYW I a, 4 DIA STEEL COLUMN, a: - � SEPTIC TANK . .. ,. ' - I n's s Gw - / Q H2O HEAVY DUTY 1000 GAL s TYP ;°, a d °: U � - - - - o o _ - _ g _ 8 ie I i Q 4- i. 45.8 , PROP. 8' DIA. 12' DEEP o_ a) o� f�-- o� I _j_ ,' `� LEACHING POOL I CV (V II --I - N Site: z - ro e I I rt Tax M # a . d)Ir° i r' _ -b - --. (h - SLIDING 1000-31-12-9 p •. ! r : 52.8' A. 1 - - UP - N 5 BARN _ �/ site street address: 140'+/-to '' 4'i - = 29.0' Marion Lake, PROPOSED a - _ _ / \ ~ 1 _ _� DOOR e - TEST HOLE I -5.0A.04 - �� 1360 Trumans Path, East Marion, NY 11939 STORMWATER ° a - --- - <� -------------- -- ° � N 117 +/-to Top DRYWELL a a e - - ENTRY \ A,2of Bluff I 8'DIA 6'DEEP n: O` a. TRENCH DRAIN PORCH j H2O LOADING a' a a< a 5 5'-3", O e < a c 011 N a a - 4 c - a a - O O a n ° ' e O C O t O .�. .a a � O a .- in a. o _ 5 PROP+ GRAVEL DRIVEWAY .. 04 XISTIN�TREE` o QEXISTtNGTREE 2 ar e TO BE CUT TO BECUT O �, a O O c0 Ut���t i ' c a a,;.. I. I No. Description Date •G a N Z2 _ 3 - - 1 10 - °oea t ❑ i +20' 0'- - N +20' Zh D.02 I. r LL - - - - - - - - - - - - - - - - - I .. I'' I' I, UP cl) N, D.04 OwQ I S64°05'40"W 117.80' LU I EXISTING TREE N/O/F Y A. 1 ,a , a °, a.e a �• " , a J ❑ TO REMAIN REINHARDT 0'. SITE PLAN IS BASED ON o � , Z SURVEY BY KENNETH M. WOYCHUCK LS. ELECTRIC DEHUMIDIFIER CLOTH WASHER& DRYER DATED AUG. 25, 2014 TANKLESS a HOTWATER SITE ELEVATION BASED ON SUFFOLK COUNTY GIS DATA HEATER 2 PROPERTY AREA: 6,812 SQ.FT. 0.16 ACRE 2 D.02 2 Basement 1 Site,Plan 1/8 1 0 1 7 A.02 S.01 A.02 �D.04 1 7 B. 1 A.03 2 D.04 B.2 B. 1 1 2 B.2 A.03 1 4 S.01 I I I I -A 3 _j W O0 CURVED CEILING CONST. � c° T 3 3 OPEN TO BELOW 9J 023781 pQ bo Livin Dining FoF -�N� ' 3 I 3 1 2 A.06 4 2 A.06 4 3' H RAILING, TYP. A.02 3 1 1 A.02 A.02 3 1 1 A,02 T-3" V2'-0.. -0" T-0" 2'-0" 2'- 3'-0.. 2'_0" 3' 0.. 3,_0" 2'_0" _ - PROJECT ' 11 4 5 3 8' 5 House on -- ------- - � S.04 S.04 2'-2" 2'_°" N - Trumans Path N 67 1 O 6 A.04 A.2 - S.04_ =. - - -�' - - T- A.2 .04 ;04- - - - - - +- - - - 1 0' 0 00 > : -- --- --- --- ' O O 5 g hroOm; coM 'CLOSET I I i a 'n UNIT, TYP. OS 04 PP 5 Loft } 5 Entr a 5 U E DECK - - ; 5 S.04 i 3' H RAILING, TYP. I I CN PORCH Kitchen N I i l 1 I 3 � o - 3 i Ali : l ti � . I co D.02 Site Plan , Floor Plans ' BENCH iv ----- III CANOPY BELOW AA. 1 ,� _ ---------- 'U - - INSTALL P HAND RAIL O `' - -6", 5'-6 3'_4 b' 6..T . 6'-8 1/2" 3'-8" 20'-4" 5'-0" 4'-3" --.___.-:_._.-.___.--_ L I lei 3 1Project number 1556 3 1/2" 6'-8 1/2" 6'-3 1/4' 5'-2 1/2" 5'-2 1/2" 5'-2 1/?" 5'-2 1/2" NOTE: Il'/ , 0'-3 1/2"Ale 0'-3 1/2" 0'-3 1/2" 0'-3 1/2" 0'- / " Date 11/5/2019 4 3 3 3 2 GRID FOLLO S STUDS SURFACE, TYP. Drawn by HA 2 A.02 S.04 A.02 S.04 Checked by GB D.02 �n ` LIGHT SHELF (REFLECTOR) A■ 0 1 o n First Floor Second Floor 4 f 1/4 1 -0 1/4 = 1 -0 Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 1 631 591 2402 631 3231426 1 7S.01 glynis@studioabarchitects.com A.04 --- D. 4 mailing address: B.2 1 B. 1 PO Box 444 A.03Orient1957 A. A.3 r6 -\11h, D.04 2x4 FASCIA A. 1 BLEACHING STAIN METAL ROOF PANEL II ON ASPHALT ROOFING 0 3/4" SHEATHING 5'-6" 11 4X4 CEDAR Owner: SUSPENSION POST BLEACHING STAIN Glynis Berry and LIGHT REFLECTOR 2x4 DECK RAILING FACING Hideaki Ariizurni SHELF CEDAR SIDING BLEACHING STAIN CORRUGATED POLYCARBONATE SHEET 24190 Main Road, Orient, NY 11957 5/4 X 6 DECKING RAIN SCREEN ON CEDAR 2X4 FRAMING, BLEACHING STAIN tel 631 323 1426 PAINTED ! i i email glynis@studioabarchitects.com 4'-6" '7- (D Second Floor Second Floor Lu Site: EL. 31' 1/4 M -4 EL. 0 4X4 CEDAR POST property ax Map#: Z BLEACHING STAIN 1000-31-12-9 METAL WALL PANEL ON WR13 I I I I I I I site street address: CID ON 1/2"SHEATHING 1360 Trumans Path, East Marion, NY 11939 2X2 CEDAR LATTICE @3" O.C. BLEACHING STAIN j /CD I 7�11 3'-4" First Floor First Floor EL. 22'-)6"A-V '6" EL. 22'% 0. Description Date PARGED EXISTING GRADE ACQ JOISTS BLEACHING STAIN EL. 20' PARGED East Elevation East Ele_ 1/4" V-0" S.01 6 A.04 D.04 1 7 A.03 D.04 --- B. 1 B.2 A.3 (A.2 METAL ROOFING A. 1 9'-2" 6" 4" 5'-6" 5' 5' 6" .1 0 37BI SUSPENSION POST 0 I BLEACHING STAIN 5 // 05 \ -- 5/4X6 CEDAR CEDAR SIDING RAIN SCREEN TAPERED DECKING PAINTED Li LIGHT SHELF SUSPENSION POST ACQ JOISTS 4X4 CEDAR BLEACHING STAIN, TYP. BLEACHING STAIN PROJECT SecondFloor 0': 11 L, . 7 Second Floor 114" E L. 3 V-4 4 1/4" House on TRAILING CIDER SIDING Trurnans Path RAIN SCREEN CEDAR FRAMING W/CORRUGATED CLEAR POLYCARBONATE FACING C�D , First Floor First Floor t El— — — — — — EIA] f : -(6" �-V EL. 22' Lil EL.22'-(6 1A Elevations 3'-8" 5'_6' 5,-6" Elm Project number 1556 r;- West Elevation Date 11/5/2019 1/411 11'-0" Drawn by HA Checked by GB .�O4 5 - ( North Elevation �2�,O, r��n "Fv 1/4" off S' .04 A.11 A. 02 CD N to 11-011 Scale 1/4" studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444 3 1 Orient NY 11957 3 D.04 A.04 D.04 ENCLOSURE BOARD 2 -3 1/2" A.2 `� 3/4" RIGID INSULATION OR METAL PANEL ROOFING A"' PLYWD BETWEEN RAFTERS ON#30 ASPHALT FELT ON 3/4" PLYWD SHEATHING CA. ON 2X12 RAFTERS @24"O.C. 9'-0" I 20'-0" 2 4 - A.03 S.04 INSIDE CLOSURE Owner: (CAULK TOP AND BOTTOM) — _ — _ — _ — — _ TYPICAL ROOF T.: METAL ROOFING Glynis Berry and ON LINER Hideaki Ariizumi 2X6 RIM BOARD ON ASPHALT FELT ON 3/4" PLYWD SHEATHING 24190 Main Road, Orient, NY 11957 CA. ON 2X12 RAFTERS @24"O.C. tel 631 3231426 _ Nemail glynis@studioabarchitects.com METAL FLASHING FE2 — Q, 12 INSTALL R19, 3"CLOSED CELL SPRAY FOAM INSULATION PLUS R32, 8" MINERAL WOOL BATT INSULATION BETWEEN ' I CAVITY 1X4 ON 1X6 FASCIA BID RECESSED property Tax Map#: CEDAR BLEACHINGCID ` ( I LIGHTING TRACK 4 1000-31-12-9 STAIN N site street address: 1360 Trumans Path,East Marion, NY 11939 SOFFIT: 1/2" PVC SHEET I� < I I / CEDAR SIDING / RAIN SCREEN I Q / ----� cc � METAL Z FLASHING I' // I 1/2" GWB / LITE SHELF I ( I I J / PAINTED / 5/4X6 DECKING ON 2X4 JOISTS@�4" O.C. I 0 1 i // ° No. Description Date N LL � o O i / a I (, Co 0W � I / LIGHT REFLECTION SHELF W _j W I m l 1/2"GWB PAINTED SLOPED INWARD 1"/12" U � F- 5/4x4 ACQ DECKING W/ 1/4 SPACE, PAINTED a ON CEDAR JOISTSCUT PAINTED M 2X6 (il12"O.C. CUTFROM CEDAR I I ``' / J��PG TYPICAL NORTH WALL CONST: L PANEL PROVIDE AS HIGH AS POSSIBLE W/O DISTURBING THE WINDOW RB (BLUE SKIN) MTL I / G ON 1X4 FURRING OPERATION FLASHING $eCOnd FI�Or _ _ — _— - _ _ _ _ ON ON 1/2" PLYWD SHEATHING + co — — — 1 I 7'-3 1/4" T- 111/2" - -- - Ell. 31'-(4 1/4" ON 2X4 @24"O.C. 12" - — 3" SPACE INTERNAL 2X4 STUDS @24" L - 2X10 RI .1 )IST (2)-2X10 BAND JOIST O.C. — - — - — - — - — 1 - N 10'-4" 1'-8" JOIST HANGER FILL SPACE WITH MINERAL COTYPQ ONISTL EAST, SOUTH, AND WEST WALL I OO R4OL 9 INSULATION CEDAR SIDING RAIN SCREEN Q 4X4 CEDAR — q ON VERTICAL FURRING ON BLUE SKIN WRB ALIGN TO EVERY POST 1'-0" "' ON 1/2" PLYWD SHEATHING a PAINTED - ° U FLOOR GRILL 6"X 10" ON 2X4 @24" O.C. STEEL CREST J 3"SPACE https://www.steelcrestonline.com/ iv ` INTERNAL 2X4 STUDS @24" O.C. ' N co PRO-LINEAR SERIES - 2X4 CEDAR N ALIGN EXTERNAL AND INTERNAL STUDS �' - Z MAT BLACK FIN. OR EQ. LlVlllg DIIIICIg LEDGER � FOR BRIDGING 8'O.C. ,' ;, ON RAINSCREEN `�' @ _ —-- FURRINGS iv ' � 00 ON WRB FILL SPACE WITH MINERAL WOOL SPRAY- ' U ON INSULATION, 10", R41 AIR CIRCULATION DUCT FAN PANASONIC FV-15NLFS1 ` I ' Second Floor _ _ EL. 311-4 1/4" ON 3/4"" PLYWD SHEATHING 1/2" CORK TILE BL CKING U DER WALL / First Floor / - - - PARGED, TYP. ><I Typical South-North Section - Callout of EL.22'-s° - --------_ � . :•, !� �� Li ht Shelf and Eave - �+ 1, = 1'-0" — _ - _ o 't 2 J - --- �,� / yT� 237g��0 N GRADE - . 9'-4" 1 / 2 _'04 :EXPOSED JOISTS• O/Z E EL. 20.0 0' 8" 1 1/2"-' , (2) 1 3/4 X 9 1/4 LVL . • 0'-41/2 .• :. PROJECT TYPICAL FOUNDATION WALL: I '' - - - - , : -• = - ' - , ' ...... ....... . .... . .. .. . ......... _. I % DRAIN N NTILEO -• - , -• - •- I�It t Ho a , . y BAS�MEN�_ use on 3 R-12 MINERAL INSULATION I - � • - c•�;- � •- - . , .. -, • , - BOARD ON WATERPROOFING I ' _ ' . _ - / 'EXPOSED CONCRETE ' ON 8"CONC. WALL I Trumans Path ' I - ' "- -, •' - '- -, : - - - - • • i'. .� - :1/2"i=IBER•MAT,GINB • , -• - - - - •• - - - /a.. 1 : f PAINTED'O'N 2X4-STUDS !4. j . - / @24"O.C` (NON-BEARING PARtITION) _ • • Exterior Finish Schedule I - . - ' - ,• , - ,• -• . . -• - - - . .- . . . . , - - _._ .... _ 4"CONCRETE W/ Construction Exterior Finish Color Notes _ 12X4 ACG 6X6 WWF,: ^d' ON 2" R10 RIGID INSULATION ON : . Roof Metal roof panel color to be determined Fabral Grandrib3 or eq. UNDISTURBED, OR COMPACTED SOIL•• tiara Basement ' r�'_ I Fascia SOuth 1X4 ON Cedar 1x6; East& Bleaching Stain L. 4t- West: West: 2X4 - : 1 a white < Soffit PVC 112"sheet t -. Builds - n Section 1 I Wall North Metal panel same as roof Wall West, South, and East Cedarsiding Rain Screen: 1/2"Vertical stain color to be determined j Grain cedar horizontal Ship-lap siding, stained, on 1x2 vertical furring Suspension Post 4x4 Cedar Bleaching Stain _. T Light Shelf 5/4 x 6 STK Cedar, painted white 9 P , Trim 1x Cedar Bleaching Stain S02 18 8 . . .. . . . ......... . :.. . . Project b Deck 5/4 x 4 STK Cedar To be protected with wood clear sealer 10'-4" _ rojec number 1556 of Foundation wall Parged light gray Date 11/5/2019 Railing 2x4 Cedar frame, Bleaching Stain, Polycarbonate Corrugated Sheet Drawn by HA Q facing A. A.3 Checked by GB o Entry Porch framing Cedar Bleaching Stain rn A. 03 Garage o me as house ara se T pical South-North Section Garage Wall same as house stain color to be determined I/2" = 1'-0" Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444 Orient NY 11957 7 B.2 D.04 1111-� B. 1 A.03 4 1 METAL ROOF PANEL S.04 �S- L111 j ON ASPHALT ROOFING ON 3/4" PLYWOOD SHEATHING ON 2X12 @24"O.C. INSTALL R19, 3"CLOSED CELL SPRAY FOAM INSULATION j PLUS R32, 8" MINERAL WOOL BATT INSULATI N Owner: ! Glynis Berry and Hideaki Ariizumi 24190 Main Road, Orient, NY 11957 2X4 CEDAR tel 631 3231426 BLEACHING email glynis@studioabarchitects.com STAIN, TYP. 1/2" GWB, PAINTED Site: property 2X4 COLLAR TIE @24" O.C. 1000-31-12-9 Map#: 3/4" PLYWD SHEATHING I 2 site street address: CUT FOR CIRCULAR FORM D.02 1360 Trumans Path, East Marion, NY 11939 EXTERIOR FINISH: - CEDAR SIDING RAIN SCREEN ON FURRING — ---- —ON WR13 \ ON 11/2" PLYWD SHEATHING \\ \ ON DOUBLE 2X4 STUDS @24"O.C. W/3" SPACE \ • INSTALL R41, 10" MINERAL WOOL SPRAY-ON `\ ,' / No. Description Date INSULATION \ 3/4" OSB PAINTED ON 3/4" PLYWOOD SHEATHING ON 2X8 @12" O.C. ii ! il I ' I @ l _ Second Floor EL. 31')4 1/4„ 10 it INTERIOR FINISH: 1/2" GWB PAINTED 1/2"GWB ON 2X4 STUDS @24" O.C. 2X4 INNER STUDS/ Living Dining 2X4 EXTERNAL STUDS 0'- 101, 1/2" CORK TILE / \ ON 3/4" PLYWOOD SHEATHING / \ / \ / \ ON 2X10 @12"O.C. A/3C/, - ---- l _ First Floor Aa„2G��F� I ~ E L.22' 6” z Q EXISTING GRADE �237$� _. EL.20.0' 1 ' FIBER MAT - " GWB - PAINTED � d- PROJECT i BASEMENT D RAIN TILE _ . House on d - I .-..._ T Path SEE A03 FOR TYPICAL rumans a BASEMENT CONSTRUCTION ° I e 3 � ZIA ° a � Basement EL. 1 6" .e Je • Building Section 2 " Mimi 29'-0" Project number 1556 Date 11/5/2019 Drawn by HA � Typical East-West Section Checked by GB c' 1/2" = 1'-0" A. 04 N Scale 1/2" = 1'-0" Wall Types Door Schedule studio a/b architects Type Mark Room DoorType Dim Product Finish Frame and Trim I Lock Set Handle Note Mark Description Wall Construction Wall Thickness Type Comments 651 West Main Street, Riverhead, NY 11901 1 Entry Full Light Glass Door 30"x 80" Alpen Tyrol RT-6 In-Swing Hinged Door with low Black 1x2 painted Exterior Standard, Satin Nickel Glazing:Alpenglass Balanced-6, 631 591 2402 1 8"Concrete E" Concrete 8" exposed profile saddle , tempered Ke ed 2 3" Board Insulation on 8"Concrete 5" Continuous Mineral Wool Board Insulation on Waterproofing memb. on exterior side of 8"Concrete 11" Apply parge above Y grade; Apply drain interoior glynis@studioabarchitects.com 631 323 1426 glynis@studioabarchitects.comthum-turn board in ground 2 Kitchen Full Light Glass Door 36"x 80" Alpen Tyrol RT-6 In-Swing Hinged Door with low Black 1x2 painted Exterior Standard, Satin Nickel Glazing:Alpenglass Balanced-6, mailing address: 3 Rain screen on 2x4 double studs 1/2" Ceadr Siding on 3/4" Furring on WRB on 1/2"Plywd SHeathing on 2x4 Studs @24"O.C.; 3"Space; 2x4 12 1/4" 10" Loose fill Insulation profile saddle Keyed, tempered PO Box 444 wall studs @24" O.C., 1/2"GWB interoior Orient NY 11957 thum-turn 4 Metal Wall Panel on 2x4 double Metal Wall Panel on WRB on 1/2" Plywd SHeathing on 2x4 Studs @24" O.C.; 3"Space; 2x4 studs @24"O.C., 11" 10" Loose fill Insulation studs wall 1/2"GWB 3 Balcony Sliding Glass Patio 72"x 80" Alpen Zenith ZR-6 Sliding Patio Door Silverthorne 1xX painted Exterior Milan Satin Nickel Glazing:Alpenglass Balanced-6, 5 2x4 partition 1/2" GWB both sides on 2x4 studs 16"O.C. 4 1/2„ Door Ke interoior roi tempered or thum-turn 4 Basement Double Leaf Full Light 60"x 80" Alpen Tyrol RT-6 In-Swing Hinged Double Leaf Black 1x2 painted Exterior Standard, Satin Nickel Glazing:Alpenglass Balanced-6, Glass Door Door with low profile saddle Keyed, tempered interoior thum-turn Insulation Schedule 5 Bathroom Single Flush Door 30"x 80" Hollowcore flush painted 1x2 painted privacy Kwikset Milan Lever, 155MIL RDT 11P _ (satin nickel) insulation# Construction Material Thickness, R value Note Overhead sectional 13'x 7' Wayne Dalton Model 4 Stained 1xX painted Remote control o 1 Roof/Ceiling Closed Cell Spray Foam insulation, plus 8" Mineral wool Batt R19, 3"Spray Foam and between 2x12 cavities; install 3"spray foam - insulation 8", R32 Mineral wool Batt insulation to close all joints G age Fu Ligh 80" rpaIru_ Smooth Star S2000 Granite 1x2 painted Entry Kwikset Milan Lever 156MIL RDT SMT Double pane insulated, tempered Owner: 2 Exterior Wall Spray-on Mineral wool insulation to fill 10"cavity of double studs 10", R41.4 spray-on Mineral wall - -- 11 P(satin nickel) tility Single Flush Door 36"x80" Hollowcore flush painted 1x2 painted privacy Kwikset Milan Lever, 155MIL RDT 11P Glynis Berry and wall (satin nickel) Hideaki Ariizumi 3 Concrete foundation walls 3" Mineral wool Board insulation on exterior side of foundation 3", R12 10 Basement Single Flush Door 36"x 80" Hollowcore flush painted 1x2 painted privacy Kwikset Milan Lever, 155MIL RDT 11 P wall (satin nickel) 24190 Main Road, Orient, NY 11957 4 Concrete slab Rigid insulation 2", tel 631 3231426 5 Shim spaces Fill all along the shim space with flexible spray foam insulation email glynis@studioabarchitects.com 6 Partition and ceiling around Mineral blow-in sound insulation Bathroom MINERAL WOOL BATT: COMFORTBATT BY ROCKWOOL,www.rockwool.com Window Schedule Site: MINERAL WOOL BOARD: COMFORTBOARD 80 BY ROCKWOOL, www. rockwool.com property Tax Map#: Head 1000-31-12-9 MINERAL WOOL SPRAY-ON: ROCKWOOL PREMIUM PLUS BY AMERICAN ROCKWOOL MANUFACTURING, www.americanrockwool.com Window# quantity Product Dimentions(w x h) R.O. Finish Glazing Sill Height Height Comments site street address: 1 1 Alpen Zenith ZR-6/625 Awning 23 1/2"x 23 1/2" 24"x 24" Silverthorne Balanced-6, Tempered 4'-0" 5'- 11 1/2" 1360 Trumans Path, East Marion, NY 11939 Tile Types 2 6 Alpen Zenith ZR-6/625 Awning 29 1/2"x 23 1/2" 30"x 24" Silverthorne Balanced-6, Tempered Sill Height varies: 4'-0"or 0' Tile# Tile Type Tile Product 3 1 Alpen Zenith ZR-6/625 Awning 59 1/2"x 23 1/2" 60"x 24" Silverthorne Balanced-6, Tempered 01-01, l'- 11 1/2" 4 1 Alpen Zenith ZR-6/625 Casement 23 1/2"x41 1/2" 24"x 42" Silverthorne Balanced-6 -11-0.1 2'- 11 1/2" A 1"x1" Recycled Glass Mosaic Tiles,white Cooltiles Vidrepur-Lisos-Recycled Glass Tile Mesh Backed Sheet in White, Item#VID-36930, Model#093100M 5 5 Alpen Zenith ZR-6/625 Awning 59 1/2"x 35 1/2" 60"x 36" Silverthorne Balanced-6 _ 3'-0" 5'- 11 1/2" B 1"x1" [Recycled Glass Mosaic Tiles, brown JCooltiles Vidrepur-Colors- 1"x 1"Colors Recycled Glass Tile in Dark Chocolate, Item#VID-125271, Model#093836M .1i i �e- -- Garage, Sill Heig#-tts=-4 6"or 12'-6" Paint Types No. Description Date DOOR NOTES: WINDOW NOTES: Paint Product 1. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. GUSTS. Type Application Hue 1st Coat Fnish Coat Color FOR DOORS NOT RATED AS IMPACT RESISTANT, PROVIDE PLYWOOD PROTECTION PANELS AS PER NYS 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. DEPT. OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS, NBFU AND UTILITY RESIDENTIAL CODE R301.2.1.2. CODES, OSHA CODES AND NYS BUILDING CODES. 2. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406 (NYSBC), AND R308(NYS RESIDENTIAL Al Interior Gypsum Latex Flat 1 2 coats of Benjamin Moore Regal®Classic white(01) CODE) FOR WINDOWS NOT RATED AS IMPACT RESISTANT, PROVIDE PLYWOOD PROTECTION PANELS AS PER NYS . 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. GUSTS. Wallboard Premium Interior 100%Acrylic Flat Finish (N215) A2 Interior Gypsum Latex Matte 1 or 2 coats of Benjamin Moore Aura@ Bath and Spa Gennex@ 3. TYPICAL ALPEN DOOR OPTIONS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: RESIDENTIAL CODE R301.2.1.2. Wallboard(for Matte Finish (532). Waterborne Colorant FINISH: SILVERTHORNE 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3, AND 2406, OR NYS RESIDENTIAL Bathroom or Spa, ALL GLAZING SHALL BE ALPENGLASS BALANCED-6 TEMPERED CODE R308. sauna) NO GRILLES 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. B Interior Wood Latex Pearl For non-bleeding woods, use Benjamin Moore Regal@ 1 or 2 coats Regal@ Classic Premium Interior 100% Color Preview@ ALL HW FINISH SHALL BE SATIN NICKEL 5. MANUFACTURER: Classic Premium Interior Latex Primer(N216), Fresh Start@ Acrylic Pearl Finish (N310) HINGES: SATIN NICKEL ALPEN http://thinkalpen.com All-Purpose 100%Alkyd Primer(024) or Fresh Start@ Alkyd HANDLES: SATIN NICKEL, SEE DOOR SCHEDULE FOR STYLE 6. TYPICAL WINDOW OPTIONS ARE, UNLESS OTHERWISE NOTED, AS FOLLOWS: Enamel Underbody(217). For bleeding woods like redwood 4. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE DOOR AND STRUCTURE ALL OPERABLE WINDOWS SHALL HAVE SCREEN or cedar, Fresh Start@ All-Purpose Alkyd Primer(024),Alkyd 5. USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS GLAZING: SEE WINDOW SCHEDULE Enamel Underbody(217)or Fresh Start@ 100%Acrylic ADCHEM 1852 Old Country Rd. Riverhead, NY 11901 www.adchem.com,631-727-6000 NO GRLLES FIN SRI SILVERTHORNE Superior Primer(046) DUPONT www2.dupont.com C Interior Ferrous Metal Latex Pearl Benjamin Moore Super Spec HPO Acrylic Metal Primer(PO4) 1 or 2 coats of Benjamin Moore Regal@ Classic Color Preview@ 3M www.Shop3M.com 7. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE WINDOW AND STRUCTURE or Super Spec HPO Alkyl Metal Primer(P06) Premium Interior 100%Acrylic Pearl Finish (N310) 8. USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS D Exterior Wood Latex Low Lustre Benjamin Moore Fresh Start@ All Purpose 100%Acrylic 1 or 2 coats of Benjamin Moore ben@ Exterior 100% white(01) and 6. TYPICAL INTERIOR DOOR OPTIONS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: ADCHEM 1852 Old Country Rd. Riverhead, NY 11901 www.adchem.com,631-727-6000 Primer(N023)or Fresh Start@ Fast Dry Alkyd Primer(094) Acrylic Low Lustre Finish (542) Gennex@ FINISH: AS PER DOOR SCHEDULE DUPONT www 3M www.Shop3M.com m M.com Waterborne Colorant ALL HW FINISH SHALL BE SATIN NICKEL 9. BEFORE ANY PRODUCTION OR PURCHASE, VERIFY ALL OPTIONS WITH ARCHITECTS AND OWNER E Exterior Ferrous Metal Latex Low Lustre Benjamin Moore Super Spec HPO Acrylic Metal Primer(PO4) 1 or 2 coats of Benjamin Moore ben@ Exterior 100% white(01)and HINGES: SATIN NICKEL or Super Spec HP@ Alkyl Metal Primer(P06) Acrylic Low lustre Finish (542) Gennex@ 7. BEFORE ANY PRODUCTION OR PURCHASE, VERIFY THESE OPTIONS WITH ARCHITECTS AND OWNER Waterborne Colorant F Exterior Wood Bleaching Oil 1 coat, CABOT BLEACHING Stain 10241 1 coat, CABOT Bleaching Stain Weathered Weathered Finish Room Finish Schedule Finish Room# Room Name Floor Base Trim Wall Ceiling Comments 101 Entry cork tile 1x1 painted 1 x X painted 1/2"GWB painted (Type Al) 1/2"GWB Painted (Type Al) 102 Living Dining cork tile 1x1 painted lxX painted 1/2"GWB painted (Type Al) 1/2"GWB Painted (Type Al) Ar";�� 103 Kitchen cork tile 1x1 painted 1x X painted 1/2"GWB painted (Type A2) 1/2"GWB Painted(Type Al) 104 Bathroom Glass mosaic tiles(Type C) 1/2" Fiber Mat GWB painted(Type A2), 1/2"WR GWB Painted (Type A2) Glass mosaic tile(Type A) 105 Staircase Treads&Riser: Wood 1x1 painted 1/2" GWB painted (Type Al) Hand rail painted 201 Loft OSB stained 1x1 painted 1 x X painted 1/2" GWB painted (Type A2) 1/2"GWB Painted (Type Al) Built-in Schedule 2372, B01 2,� B01 Utility Concrete No base 1x X painted Exposed concrete, partition: 1/2" Fiber Exposed joists Mat GWB painted (Type A2) Cabinet B02 Basement Concrete No base 1x X painted Exposed concrete, partition: 1/2" Fiber Exposed joists # Cabinet Location Qtty Cabinet Type JCabinet dimensions(w x d x h) Cabinet material &fish Cabinet HW Cabinet Notes Mat GWB painted (Type A2) ge— tud 1 Kitchen West 1 (4)-Drawer 18"x 24"x 34-1/2" (Owner supplied)slab door, plywd box, painted Drawer slides 4-drawers;countertop(Icestone or Sile stone, 3/4" pure white); base board FINISH NOTES: 2 Kitchen West 1 (1)-Door Base cabinet 15"x 24"x 34-1/2" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Drawer slides 3-Pull-out trays;countertop; Basse board 1. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R302.9 (NYS RESIDENTIAL CODE). 3 Kitchen West 1 (2)-Door Wall cabinet 30"x 12"x " (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf supports 1-adjustable shelf, continuous Head fill boards, Range Food PROJECT 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. 4 Kitchen West 1 (1)-Door Wall cabinet 15"x 12"x 39" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests 1-adjustable shelf, continuous Head boards,front and side 3. MANUFACTURER/SUPPLIER 5 Kitchen island 1 (1)-Door Base cabinet 12"x(24"+3/4")x 34-1/2" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Drawer slides 2-pull-out trays;Countertop with sink cut, Continuous back board; Base House on COOLTILES www.cooltiles.com board 6 Kitchen island 1 (2)-Door Base sink cabinet 36"x(24"+3/4")x 34-1/2" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests 1-shelf, continuous c_ountert_o_p; Back board; Base board ru 1 1 1 a n s Path 7 Kitchen island 1 DW space (24"+3/4")x(24"+3/4")x (Owner supplied), plywd, painted Continuous backboard; Side panel Residential Appliance Schedule 34-1/2" # Equipment Type Product Notes 8 Kitchen island 1 Wall Open Shelf 25"x 8"x 39" (Owner supplied), plywd box&shelf, painted Shelf rests 2-Shelf 9 Kitchen East 1 (2)-Door Wall cabinet 33"x 24"x 21" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests 1-shelf, continuous head board 1 Dish Washer Owner supplied 10 Kitchen East 1 (1)-Door Wall cabinet 29"x 24"x 21" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests 1-shelf, continuous head board front and side 2 Refrigerator Owner supplied 11 Kitchen East 1 Wall cabinet 24"x 12"x 42" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests 3-shelves 3 Stove Owner supplied 12 Kitchen East 1 (2)-door Wall cabinet above 36"x 24"x 21" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests 1-shelf, continuous head board refrigerator 4 Clothes Washer Owner supplied 13 Bathroom Vanity1 2 " " " 5 Clothes Dryer Owner supplied (2)-door, cantilevered Varity 36x 24x 21 (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests 1-shelf; countertop (Icestone or Sile stone, 3/4" pure white) Cabinet 6 Rangehood Best K21 OA, or UP26M30SB w/wall blower size to match the Owner supplied 14 Entry 2 1-door Wall Cabinet 24"x 24"x 21" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests 1-Shelves; head board (3-sided) range 15 Ent 1 " " " 7 Bathroom Exhaust fan Panasonic FV-05-1 Entry 1 (l)-Door Tall cabinet 24x 24x 72 (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests, Rod supports 1-Shelf; Coat hanger rod; base board (3-sided) 16 Entry 1 (1)-Door Tall cabinet 24"x 24"x 72" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests 6-shelf Seh ed u I es 17 2nd Floor 2 (2)-Door Base cabinet 32"x 24"x 30" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests 1-Shelf; 1"wide front face strip for railing installation; Base board 4-sided continuous 18 2nd Floor 2 (1)-Door Wall cabinet 20"x 24"x 42" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests 3-Shelf; 1"wide front face strip for railing installation 19 2nd Floor 1 Wall Open Shelf 48"x 12"x 42" (Owner supplied), plywd box, painted Shelf rests 6-Shelves; 1-center partition 20 2nd Floor 2 (2)-door Tall cabinet 30"x 24"x 72" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests, Rod supports 1-Shelf; Coat hanger rod; base board (3-sided); Base board 4-sided continuous; 1"wide front face strip for railing installation on one of 2 cabinets 21 2nd Floor 4 (2)-door Tall cabinet 30"x 24"x 72" (Owner supplied)slab door, plywd box&shelf, European Concealed hinges, Shelf rests 4-Shelf; Base board 3-sided continuous; 1"wide front face strip for railing Project number 1556 painted installation on 2 of 4 cabinets 22 2nd Floor 2 Dee Oen shelf 30"x 36"x 72" Date 11/5/2019 Deep p (Owner supplied), plywd box&shelf, painted Shelf rests 2-shelf; 1"wide front face strip for railing installation on 1 of 2 cabinets 23 2nd Floor 1 (2)-door Tall cabinet 30"x 24"x 72" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests 4-Shelf, 1"wide front face strip for railing installation; continuous base Drawn by HA 2 board (3-sided) Q 24 2nd Floor 1 (l)-Door Tall cabinet 18"x 24"x 72" Checked by GB No ( ) (Owner supplied)slab door, plywd box, painted European Concealed hinges, Shelf rests 4-Shelf, continuous base board (3-sided) o 25 2nd Floor 1 Desk 60"(adjust on site)x 24"x 29" (Owner supplied)slab door, plywd box, painted 3-tall beams A. 05 26 2nd Floor 1 (4)-Drawer cabinet 24"x 24" x 29" (Owner supplied)slab door, plywd box, painted European Concealed hinges, Drawer slides Base board 2-sided 0 N ((O Scale 12" = 1'-0" studio a/b architects 1 651 West Main Street, A.03 3 1 A.3 Riverhead, NY 11901 631 D.02 A.04 1 3231426 iB.2 1 A.03 B. 1 glynis@studioabarchitects.com S.01 A. mailing address: PO Box 444 7 4 B 1 1 B.2 Orient NY 11957 D.04 D.04 A. 1 B. S.01 I ROOF — EL. 39'-l4 1/4" OPEN::-- — _ — _ _ _ — - - - - - - - - I SLOPED CEILING END OF RAILING, CABINET, TYP. TMP ! I <J CURVED CEILING Owner: RAILING j Glynis Berry and M WALL _Second Floor �_ _ _ _ __ _ _ _ _ _ _ _ - - - -__ _ _ _ _ Hideaki Ariizumi EL. 31'-14 1/4" 24190 Main Road, Orient, NY 11957 l 631 3231426 \ / GWB PAINTED, \ / \ / GWB PAINTED email glynis@studioabarchitects.com \\ // TYP. GWB PAINTED -i ` WB PAINTED ' W -- Site: OPEN �,P WALL OPEN OPEN SEE D.08 property Tax Map#: 1000-31-12-9 ✓ \ / \ / \ ! site street address: 1360 Trumans Path, East Marion, NY 11939 First Floor y V — — — — _ EL. 22'-7611 I I I I I I iving Dining, Kitchen, 2nd Floor West No. Description Date Livin�c/Dining South Elevation 2 Elevation Living Dining North Elevation 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1 3 A.04 D.04 8 D.02 (A.3 A.2 A. 1 B. 1 6.2 I ROOF - I— — — — — — — — — — — 18'-0" EL. 39'-14 1.4" I I CABINET LOWER CURVED CEILING Second Flo r I _ 'Q/ EL. 31'-14 1/4" — — — — \- SLOPED CEILING GWB PAINTED END OF WALL :- ' __.' CABINET — — — — — <2 _ "p 02378'! y0 F O NES First Floor I i EL. 22'-6" -- - — I I I I 1 i PROJECT Living IDining, Entry, 2nd Floor East I House on 4�Ievation Trumans Path 1'-0" UPPER CURVED CEILING I I El ® El 13 13j Interior Elevations <A. 03 -- Project number 1556 Date 11/5/2019 Drawn by HA a Checked byGB o n Main Ceiling Plan 1/4" = 1'-0" N A. 06 0 N c Scale 1/411 = 1'-0" studio a/b architects 651 West Main Street, Riverhead, NY 11901 9 631 591 2402 0'-0 1/2" 0'- 10" 0'-0 112" 631 3231426 WRB ON 1/2" PLYWC) 8" MINERAL WOOL BLOW-IN info@studioabarchitects.com SHEATHING I INSULATION BETWEEN DOUBLE 0'-3 1/2" 0'-3 1/2" 2X4 STUDS 16"O.C. BEAD CONTINUOUS B CEDAR SIDING Owner: RAIN SCREEN OF SEALANT, TYP. VERTICAL FURRING 1/2" HIM Glynis Berry and Hideaki Anizumi - RAIN SCREEN ON WRB ON FACE FASTENER - 1/2" PLYWD SHEATHING 1360 Trumans Path, East Marion, NY 11939 CORNER BEAD 631 680 9656 DRAINAGE SPACE CONTINUOUS BEAD e-mail Glynis@studioabarchitects.com Z FLASHING f- GWB WRAPPED OF SEALANT, TYP. FLEXIBLE SPRAY FOAM INSULATION METAL FLASHING MINIMUM 1/8" « o AT SHIM SPACE FLEXIBLE SPRAY CONTINUOUS BEAD NON-COM PRESSIBL.E FOAM INSULATION OF SEALANT, TYP. SHIM 1x X SILL WHITE PINE, PAINTED AT SHIM SPACE, TYP. j ON 1/2 PLYWD CASING 8"SPRAY MINERAL WOOL INTERIOR GWB WRAP 1/4"VENT SPACE - INSULATION GWB WRAP rt ACRYLIC SEALANT e FACE FASTENER - _ WATERPROOFING TAPE � GWB WRAP �X X � INTERIOR :. •,• _, � EXTERIOR VERTICAL FURRING ACRYLIC CONTINUOUS BEAD SEALANT - FILL SPACE � - Ix 11 r hOpening ---.,-_� WATERPROOFING 1-APE OF SEALANT, TYP. —o va°mw. W/ FLEXIBLE INSTALL AS PER UrritSize SPRAY FOAM FINISHED FLOOR MANUFACTURER'S 1/2"GWB -kjx INSULATION INSTRUCTIONS vk � - - -- T LOW PROFILE SILL rt ON SEALANT BED WRB ON 1/2" 2X4 ACQ aa -.._...._ CEDAR SIDING PLYWD SHEATHING RAIN SCREEN ON SPACER/FURRING EXTERIOR ON WRB ON WRB (BLUE SKIN) ON 1/2" PLYWD SEALANT& ON 1/2" PLYWD CONTINUOUS SEALANT R.O. 0'- 10" SHEATHING BACKER ROD SHEATHING OR SELF-ADHERED - ON 2X4 STUDS @16" O.C. MEMBRANE FLASHING 2x2 CEDAR TAPE ON WRB SEALANT PLAN DETAIL SECTION DETAIL ON SEALANT BACKER (SHOWING INSTALLLATION FIN METHOD, SEE MANUFACTURER'S INSTALLATION GUIDE FOR OTHER METHODS) n Typical Window Detail T pical Exterior Swing Door Details 1 1/2" = 1'-0" 2 1 1/211 = 1'-0" No. Description Date E PARGE ON INSULATION FLEXIBLE FOAMBOARD ON n 8"CONC. FLEXIBLE FOAM INTERIOR INSULATION d INSULATION SILICONE SEALANT --_� -- - - ROOFING / 2x3 ACQ 2X3 ACID DRAIN GROOVE WOOD FRAME ASPHALT FELT / Z 1X2 PVC TRIM EXTERIOR RAIN " � ' / SCREEN ASSEMBLYi I CONTINUOUS FILL IN SELF ADHERED WATERPROOF MEMB. j / CONC. SILICONE SEALANT L ~;o z ix c� INSULATIONEl iU EXTERIOR / INTERIOR WRB i' INTERIOR FINISH j ' SHEATHING j a .-_ ....__... ._...... . ........... _ I, / bid u•. — SPRAY FOAM CONTINUOUS BEAD /- INSULATION w°��w ._... . �,I I - - --......... . .......- - OF ADHESIVE / INSULATION BOARD FINISHED FLOOR LOW PROFILE SILL / SEALANT& ff` ON SEALANT BED 77 — BATT INSULATION o7777 d` BACKER ROD d ' . a`° ; .° i I CONTINUOUS BEAD OF /" CEILING FINISH 1X2 PVC TAPE ALL JOINTS i / SEALANT / TAPE OR SEAL TRIM HOR. AND VERT. ` (v 3/4"RIGID INSULATION / ALL JOINTS PARGED I ' / / EXTERIOR METAL DRIP / i I CAVITY INSULATION PLAN DETAIL SECTION DETAIL I ' i - I (SHOWING INSTALLLATION FIN METHOD, SEE MANUFACTURER'S ;f -'�CD ARCy ' INSTALLATION GUIDE FOR OTHER METHODS) P�1 AFS/��, INTERIOR FINISH Typical Exterior Swing Door Details on SILL SEALANT - yp g ° CONTINUOUS BEAD OF SEALANT Concrete Wall __r,..G, TERMITE SHIELD ___i� EXTERIOR CONTINUOUS FILL IN �y 02378 O 11/2 - 1 -0 (P mss: �4" n RAIN-SCREEN INSULATION ASSEMBLY WRB p SHEATHING FOUNDATION TO WALL CONNECTION EXTERIOR WALL TO ROOF CONNECTION WITH CATHEDRAL CEILING INTERIOR FINISH PROJECT House on EXPANDING FOAM Trul 1 IanJ Path E WINDOW INT. FIN. I IC RATED RECESSED LIGHTING EXPANDING WRB HOUSING FOAM SEALANT - EXT. SHEATHING CONTINUOUS SELF ADHERED MEMB FLASHING j INSULATION i� 1/2"X 2" BACK DAM SELF ADHERED MEMB FLASHING _-_-____ j Typical Detail s SHEATHING ii CONTINUOUS CONTINUOUS BEAD OF SEALANT BEAD OF SEALANT L - I SELF ADHERED - - WRB I MEMB FLASHING j EXPANDING FOAM SEALANT - SELF-ADHERED MEMB WRB - METAL CAP FLASHING SLASHING I / ELF ADHERED MEMB FLASHING < INTERIOR FINISH WINDOW --- - _- - SIDING Project number 1556 \ WINDOW EXPANDING FOAM SEALANT Date 11/5/2019 CONTINUOUS BEAD 0 SEALANT Drawn by HA 2 TYPICAL WINDOW JAMB TYPICAL WINDOW SILL TYPICAL WINDOW HEAD CEILING RECESSED LIGHTING Checked by GB 0 3 T ical Thermal Protection Details N D . 01 0)N S2 Scale 1 1/2" = 1'-0" SILICONE SEALANT 8 studio a/b architects D.02 CORRUGATED 651 West Main Street, B. 1 ' POLYCARBONATE SHEET TOP TAPERED 2X2 CEDAR A. 1 PAINTED Riverhead, NY 11901 631 591 2402 EXPOSED FRAMING MEMBERS BLEACHING 631 3st 1426 info@studioabarchitects.com STAIN, TYP. ABOVESPACER SPACER CORRUGATED SHEET BELOW 2 CORRUGATED CUTFROM SHEET CUT FROM 42X8 Owner: 4X4 CEDAR TENSILE COLUMN 2x6 Glynis Berryand D.02 4X4 GIRDER 2X4 ACQ LEDGER 3 4X4 CEDAR GIRDER 4X4 POST 1 FINISHED m Hideaki Ariizumi SIDING /� 'I` RAIN SCREEN FURRING D.02 4 Ent _Canopy/ DetaIIS 1360 Trumans Path, East Marion, NY 11939 1 1/2" = 1'-0" 631 680 9656 e-mail Glynis@studioabarchitects.com I \ I 7 CORRUGATED / \ B D.02 POLY- CARBONATE - 2x4 CEDAR A. 1 2X4 CEDAR CORRUGATED _ POLYCARBONATE 7-7 I ,, I SHEET CUT FROM 2X8 I 2X4 CUT FROM 2X6 i v rn ( i 1 i 4X4 ACQ M " `" 5/4 X4 CEDAR 1/2 / 12 DECKING Iit I N I Second Floor ! ; ! : — — - — -- M _M Second Floor Second Floor . - - EL. 31'-4 1/4" l l l l ! I EL. 31 -4 1/4" EL. 31'-4 1/4' ' - _1 _ 1 - o o 0 — — 4X4 ACQ ON 4X4 CEDAR 2'-p POST 2X6 ACQ @16"O.C. 1'-6 1/2" 01 2X4 CEDAR JACK 10 4X4 ACQ ON 4X4 CEDAR ON WALL GIRDER GIRDERS 4X4 CEDAR OVERHANG 2X6 ACQ JOISTS POST @16"O.C. 2 4X4 CEDAR POLYCARBONATE D.03 ' POST '- CORRUGATED SHEET CLEAR / ON 2X4 CEDAR 2 -0 FRAME 6'-8 1/2" 3 1/21, 15„ / 2x4 CEDAR "I 5/4X4 CEDAR DECKING `� 2X4 CEDAR No. Description Date W/ 1/8" SPACE ` ON 2X6 ACQ @24" O.C. I I . 5/4X4 CEDAR DECKING \ 2X2 CEDAR 5/4 X 4 CEDAR W/ 1/8" SPACE \` - @ 3"O.C. -� _ DECKING ON 2X6 o I ' 0 - 1 o o ACQ @16"O.C. `) ON 2X12 STRINGERS ` ' Cl) Cl)IZ Cl) - ! ! 110' 101, M 12" 12" \ - — First Floor �, _ - — — M - _ - First Floor First Floor EL. 22'-(6" ! EL_22'-(6" _ EL. 22' 00 (V -- � 4x4 ACQ 6'-2" -- 4X4 ACQ GIRDER, ON 8" DIA. CONC. PILE '^.— - ` - ;,,d, I BLEACHING STAIN •e - .araeozom+ rnn mr✓s.,a sy :ra., i rar.✓a,s. ra,+,m,r,ri. r .. .. ............ - _ ._,_._..._... .__.._ _. •- _, , .. 1 _... „ I 000 L 4" GRAVEL& n West-East Section Through West Deck South North Section Through West Deck SAND U 1/2" = 1'-0" 2 1/211 = 1'-0" n South-North Section thru Entry Porch East-Wst Section thru Entry Porch U 1/2" = 1'-0" B. 1 D04 B•2 B.2 S.014 1 47 1/2" - /— 2X4 CEDAR @16"O.C. .... � I 23 4 S0 _ .. CEDAR 2X2 I II II 8 $ " ' 3 9 1/2 I ; ' illlii � l ; ; ' D.02 D.02 6 -- - 3 # � PROJECT D.04 r' { D.02 I ' I 5'-6 2 6 _ House on 15' 6 5 -6 10 II , M CABINET I ' i i Path - ------------------- Trumans ' I _ _______ ._............... ____ _ _ _ .................._. _. ....._ _._.-...........-................... ..__.._.................... _ . _ � UP , A , -�. es Deck, Light Shelf and Entry B.2 Y _.----_--.-_ -_-_ _ _ _. ---- _-_ ._....-_........_....._. _ _--. _ __ _ _...._ _ _..._.. . Details 7 6'-5" 5'-6" 5'-6" 5'-6" � 5'-6" D.02 _ Project number 1556 1 LIGHT SHELF 0'-7" Date 11/5/2019 A. 3 5/4 X 6 CEDAR STK DECKING PAINTED - Drawn by HA z- 2 4 7 Checked by GB 00 D.02 B. 1 1 S.04 4 3 B.2 D.02 N A.02 S.04 n Second Floor - Callout of Light Shelf s.o1 D . 02 C3 1/2" = 1'-0" 1i�2t FI 1 oro; Callout of Entry Porch Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 B. 1 631 591 2402 631 323 1426 info@studioabarchitects.com 2 Owner: Glynis Berry and Hideaki Ariizumi 1360 Trumans Path, East Marion, NY 11939 631 6809656 A.3 x e-mail Glynis@studioabarchitects.com CEDAR 4X4 TOP RAIL M i 4X4 CEDAR TIE BEAM 4X4 CEDAR POS>T M (p i No. Description Date v M I� A.02 3 A.3 A.2 A. 1 1 n 1 _ 1 ---'---- --- Ii , — I �°.•r- a° a q : a—, V- — , ; — rNv —; , : , , : : : : 3 x A.04 D.: 0 00, 2 A.0 SO4 ACO 2X42 6'-8" 9'-2" 4'-7" 6'-3' POLYCARBONATE 1 1/4" DIA. GALVANIZED 1 10" 1" STEEL PIPE RAILING \ I/ i i ' —I WOOD �II DECK SHEET do ECKSHEET ------------_"_UFASTENED WITH 1 FL-3" _STAINLESS STL F ir siI t!'I Floor_ 1 6" SCREW AND ----------- --------------- EL. 22_(6 ACO 2X4 NEOPRENE/METAL WASHER S.04 2 co RISER FILLER 1x2 CEDER , r ��y � -3�r7yAa j Qi t 3 < 0) ,y 0 101, 1011 PROJECT DRAIN GRILL , House on Basement 2 E 13' Trumans PathD.02 Rear Accesses t Details DRAIN PIT SAND FILLED First Floor - Callout of Back Accesses Section Thru Back Accesses Project number 1556 /2" 1/2" = 1'-0" Date 11/5/201 9 Drawn by HA Checked by GB. Q - o Co D . 03N Scale 1/2" = 1'-0" SILICONE SEALANT ON BACKER ROD ON a/b architects 11 TYP. 2'- 10"TO CORNER 10'- 10" FINIS651 West Main Street, 1"x1 x0.109" 1x1x0.109 4'-0" TYP. STEEL CHANNEL RAIL LENGTH HED WALL STEEL CHANNEL_ PAINTED 35 7/8" 6315912402 Riverhead, NY 11901 PAINTED ' JURIUS BLUM#4734 STEEL CHANNEL STEEL CHANNEL � _ 631 323 1426 JURIUS BLUM#4734 w OR EQ. 4'-0" 4'-0" 2'- 10" 1X1X 0.109, PAINTED 1"X1"X 0.109" info@studioabarchitects.com OR EQ. zz _ TYP. JURIUS BLUM#4734 35 1/2 ` WELDED OR EQ. PAINTED 1" 34 1/2" 0 _ 1 ' 1 1' 1" 1" 1' 00 o f O STEEL TUBE 1 X 3 X 3/16" STEEL CHANNEL I Owner: PAINTED 1X1X 0.109, PAINTED MIDDLE &CORNER MULLION � �' � ii F.F. TYP Glynis Berry and (2)-1"x1"x0.109" _� 1X3 TRIM PAINTED Hideaki Ariizumi STEEL CHANNEL O ON PARTITION 3"X1"X 3/16"STEEL TUBE _ - STEEL TUBE 1X3x 3/16" WELDED `C°i ALIGN TO THE OPENING PAINTED Cl) _ BASE, PAINTED 1X3 PAINTED CENTER FASTENED TO 1360 Trumans Path, East Marion, NY 11939 FLOOR 631 680 9656 7MM (1/4") POLYCARBONATE TWIN WALL SHEET 1 1/8" FINISHED WALL TO STEEL MULLION STEEL TUBE 3X1X 3/16" e-mail Glynis@studioabarchitects.com ON 1X3 PAINTED TRIM - OUTSIDE SURFACE, ALLOWING 1X3 TRIM � _ ------__----__ - _ __ ----__------ Second Floor --_ --- ----_ PLUS 1/4" POLYCARBONATE SHEET m EL. 31' 4 1/4" ( SECOND FLOOR F.F. INSTALLED IN CHANNELS 5 Stairwell Railing Detail Plan and Section 1 1/2" = 1'-0" M 1 co I cC14 N co SUPPORT �- @5'O.C. MAX. I r-- Z STEEL TUBE 1X3X 3/16"BASE, PAINTED O Z North Railing Elevation n East Railing Elevation m �'��� �1/2" = 1'-0" U 1/211 = 1'-0" Q \ M � �l 7 ^�rV STEEL TUBE / 1 1/4"EXTERNAL DIA. 1/8"THICK 1"WIDE STEEL PLATE 4 7 / FASTENER A. 1 D.04 D.04 3 Stairway Handrail Details /z/ 10'- 10_ - STEEL CHANNEL D.04 11/2 - 1 -0 1 X1"X0.109 RAIL LENGTH JURIUS BLUM#4734 1 1/4"(7MM) OR EQ. PAINTED 6 POLYCARBONATE D.04 4'-0" 4'-0" E- 1 TWIN WALL VERTICAL MULLION (2)-STEEL CHANNEL No. Description Date 1"X1"X0.199" @4'-0"0.C. WELDED OUT SIDE OF - � TO 3X1 STEEL TUBE BASE, AND BOTTOM OF 1X1X0.109 TOP RAIL 4 0 3"X1"X 3/16"STEEL TUBE D.04 B' PAINTED 101-911/ " 5'- 11" CENTER FASTENED TO 1/4" POLYCARBONATE FLOOR TWIN WALL FLOOR FINISHED OPENING Second Floor ----`-----=-- ---------° - - -= - --=---- EL. 31'-41/4" 1X3 TRIM INSTALL HAND RAIL PAINTED i ------- --- 10" 10" o 6" ° SURFACE SCREW PARTITION OPENING M --0'- 1 1/2"TYP. - THROUGH 1X3 ED TRIM 1X3 TRIM PAINT - 1/4" I ON PARTITION t -------- - - -- ALIGN TO THE OPENING POLYCARBONATE c� TWIN SHEET 1x3 PAINTED CONTINUOUS 3 D. 4 0'- 10" FROM RAILING D.04 7 \ - FASTENER @16 O.C. FASTENED ON 1x INSTALL HANDRAIL 04 EXHAUST FAN _ ` TRIM o DUCT M I� I�J °° 1/2"GWB o jC M UNDER STRINGERS - 10'- 101, v Eo --_,.............. ......... . . .........._.- T�11 O.A. ST LENGTH - AI RCAS E 1 Second Floor - Callout of Staircase FLOOR OPENING j First Floor 1/2 1 -0 — EL. 22' / "c"v PERI AFi//Z, �''� WALL SURFACE FLUSH C� \�`� ,r;, v� C' F 10 �0 1 5'-5 114" 0'- 10, ....... 4'a 4 B.2 M N I Oo a. D.05 ' 10'-9 1/2" 1/2" GWB b 10" 10" UNDER STRINGERS _ J. I. PROJECT 1 House on O.A.STAIRCASE LENGTH �. Trumans Path ------ - 11'-2" 5'-8" Td D.04 3 7 - Basement ' Staircase Details I I i I oI EL. 13_C6 — ° , . a . r I i I I I I - - - . INSTALL INSTALL r r HAND RAIL � i HAND RAIL - : i.. : : : : : I Project number 1556 A. 1 : 1 : : , I - � .... ._ � ... Date 11/5/2019 Drawn by HA 2i Q Checked by GB N 2 First Floor - Callout of Staircase n West-East Section Through Staircase North-South Section Through Staircas 1/2" = 1'-0" N LA D . 04 N Cn Scale As indicated OPENING D04 W/POLYCARBONATE TWIN WALL SHOWER studio a/b architects 2'- 11" TOILET PAPER HOLDER 01-21, 6'-6 3/4" SHEET SHOWER CURTAIN ROD 651 West Main Street, ON THE SIDE OF CABINET 1 \VRGWB WRAP LIGHTING FIXTURE Riverhead, Y 11901 6315912402 � ; i 1'-6" 631 323 1426 A.2 N % _ WR GWB PAINTED 1X2 TRIM info@studioabarchitects.com PAINTED o 0 0 N TILE � � lTJ 1 1'-7 1/4° \\ Owner. RECESSED V7 WRGWB PAINTED 1 MEDICINE CABINET \`\ Glynis Berry and 4 GRAB BAR Hideaki Ariizumi 2'-0" 24"TOWEL BAR 1 3/4" QUARTZ \\ 3 ;2VANITY 5 - COUNTERTOP 1'_6" ` 1360 Trumans Path, East Marion, NY 11939 TILE 6316809656 CABINET e-mail Glynis@studioabarchitects.com WALL MOUNT 0'-�I" FLOATING �}� TOILET PAPER `° HOLDER ifl / / ifl o / / / M — / 3'_0•• / First Floor - r4 7 FirsFloor EL. 22'c6" THIGH KPJEE WALLD.04 D.04 8'-4" TOP TILED TILE First Floor - Cal'lout of Bathroom Bathroom South Bathroom West Bathroo_ m North n Bathroom East 1 1/2" = 1'-0" 2 1/2" = 1'-0" 3 1/2" = 1'-0" - 1/2" = 1'-0" 1/2" = 1'-0" B' 1 12'-6" 3'-0" _ 2'- 1" 11 3'-0" 2'-3" - A. 1 D.02 RANGE HOOD A.2A, 1 A.2 B. 1 1 UNDER WALL GWB PAINTED CABINET A.03 12" 25" A.2 I I 1 i N GWB REFRIGERATOR M PAINTED No. Description Date �\ O 7 D.05 10 8 D.05 11 ' ' / /' 46" /' ------ � 01 12 /' � � � OPEN o C/ lO DRAWERS STAINLESS - 00 OPEN OPEN SHEET /\ GWB / \ DW PAINTED / \ \ \ 2'-0 3/4 2'- 1 \\ I PULL-OUT TRAY, TYP. 3'_2 1/4" \` \`� CABINET BACK BOARD 2'-0, \ RANGE I \ � 3 D.02 0 3 First Floor ' b.04 — E L. 22'-6" 1'-6, 2'-6" 1'-4" 001 24" 25" 01 -- 7 itchen West Elevation 1 $ Kitchen West Ele_v_ation 2 Kitchen North Elevation TD-= - ---- - /2 - 1 0 1/2 - 1 -011U A.03 A.2 A. 1 (A.2 A. 1 B. 1 SIDE OF WALL SHELF 1 nl First Floor - Callout of Kitchen PAINTED U 1/211 - 1'-0" 5.01 OPEN iz �2378� �O bo - �SHELF OPEN TO GWB OF NES � // � ` o TRAY, TYP. STAIRWELL PAINTED REFRIGERATOR / \ --———— ——— j J / / \ c0 / \ I ————— ———_—- Cl) \\ \\ // DW N \ 74 PULL-OUT/ \ / \TRAY, TYP. PROJECT First Floor ------ - - - - House on �iJ EL.22'-6" �N b I — � — 1'-0" 3'-0" 01 Trumans Path Kitchen East Elevation 1 11 Kitchen East Elevation 2 11 1/2" = 1'-0" 1/2" = 1'-0" n Kitchen S0outh Elevation Bathroom and Kitchen Details Residential Appliance Schedule # Equipment Type Product Notes 1 Dish Washer Owner supplied Project number 1556 2 Refrigerator Owner supplied Date 11/5/2019 3 Stove Owner supplied 4 Clothes Washer Owner supplied Drawn by HA Q 5 Clothes Dryer Owner supplied Checked by GB 6 Rangehood Best K21 OA, or UP26M30SB w/wall blower size to match the Owner supplied o D . 05 range rn 7 Bathroom Exhaust fan Panasonic FV-05-11VKS1 0 N Scale 1/2" = 1'-0" SEE D06 FOR KITCHEN CABINETS studio a/b architects SEE D05 FOR BATHROOM VANITY SEE A05 FOR BUILT-IN SCHEDULE 651 West Main Street, Riverhead, NY 11901 iv 631 591 2402 T� 631 3231426 C3 F RAILING, TYP. glyn s@ tud oabarchitects.com — _ I 2�' 12' 01 48" SIDES OF CABINETS SIDE OF OPEN SHELF 24" 24„ mailing address: T I I i 1 19 PO Box 444 — — — ` — — — J %'I Orient NY 11957 coI N N 1 7 _ ' c 1" FACE WHERE RAILING TO BE \ r` ATTACHED SIDES OF Owner: �\ / oM oM W CABINETS N Glynis Berry and _ Hideaki Ariizumi L \ / J \ / J — Second Floor 24190 Main Road Orient NY 11957 First Floor _' _Second Floor — ��_ *7-- 31'-4 1/4" EL. 31'-14 1/4" �` tel 631 3231426 E1J EL. 22'_6" 2'-0" 2'-04 24" 24" 24" 24" 24" W 01 36" 24" email glynis@studioabarchitects.com 39" � 36" � 36„ 36„ lot ,f� Site: 7 Elevation 1 - a 9 Elevation 3 - a n Elevation 7 - a 1/2 = 1 -0 1/2 = 1 -0 property Tax Map#: 1000-31-12-9 site street address: 1360 Trumans Path, East Marion, NY 11939 (4)-ADJUSTABLE SHELF, TYP. 8" 12" DEEP SHELF 30" 01 18" 30" 30" 30" 30" L 30" L 30" 30" 30" q SIDE OF OPEN 19" 1" 1" 29" 29" 1" 1' 29" 29" 1" 1" 29" SHELF _ - CLOTH HANGER ROD \\ No. Description Date _ _ _ - - - - ---fir-- - - — - -IF - - - - - - — rtr- - I (3) DRAWERS II / 1" FACE WHERE Cl) / RAILING TO BE cm io 7i�\ —_ \ - - - - ATTACHED, 1 � � \ TYP. \ / � \ / � � — � � 3 FRONT BEAM ( I _j L - - J - -\ — _JL — \ / J Second Floor ��` � � — ® EL. 31'-141/4" T — 60" 26" II ECo31�(4100r L n Elevation 4 - c n Elevation 4 - a Elevation 5 - c _ Elevation 5 - a Elevation 6 - c 1/2" = 1'-0" 1/2" = 1'-0" U 1/2" = 1'-0" 1/2" = 1'-0" U 1/2" = 1'-0" E�2vati 1n 06 - a 3' H RAILING BETWEEN CABINETS, TYP. 3'-3" 2'-0" 2'-0" 3'-0" 2'-0" 2'-0" 3'-0" 2'-0" 3'-0" 3'-0" 2'-0" OPEN TO -e. = hdb BELOW cn� 0at 0� I 9 FOF' � � 3'-0" 2'- 1" 3'-0" 2,-3„ - -- -- I N o o PROJECT - - - - o ° � House on 1 9 0 T m D 1 REFRIGERATOR 1 ru M a ns Path OO 7 D.05 10 8 =DO11 :D.06 9 3 D.06 4 5'::D:0616 �7 I 4 010 - { I i 2 10 D.06 11 DW i 2'-0 3/4„ 2'-0„00 ol dl D.06 7 1 D.06 3'-2 1/4" 2, 0„ Built-in Details 001 I I I I I I O I I I I I I i j ch i I I I I Project number 1556 - —•— I I I I I � i j i I I - - -- Date 11/5/2019 j I I I I I I I , Drawn by HAAi I LA AU JA I I a Checked by GB M 0 0 n First Floor - Callout of Kitchen Copy 1 n Second Floor Copy 1 D . 06 C) I Scale 1/2" = 1'-0" GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME DESIGN CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA A.03 1 studio a/b architects THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND SNOW SPEED DESIGN WEATHER- FROST TERMITE DECAY WINTER UNDERLAY HAZARD D.04 A.04 651 West Main Street, CONDITIONS AT JOB SITE:. ANY DISCREPANCIES631 5912402 DEPTH(b) TEMP. 631 3231426 OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO LOAD (i) (mph) CATEGORY -MENT THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN (g) ING LINE (c) (d) DESIGN REQUIRED 9 '0 20'-0" Riverhead, 11901 AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. 45lbs 130 C SEVERE T-0" MODERATE SLIGHT TO 11 YES N/AUNDER CUT 2X12 glynis@studioabarchitects.com 2. CONTRACTOR AND/OR. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK TO HEAVY MODERATE RAFTERS TO 2X6 mailing address: DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL FOR EAVES APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. _ _ PO Box OVERHANG � RAFTERS Orient NYY 11957 3. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE DESIGN CA, 2X12 @24" O.C. LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND LOCATION LIVE DEAD DEFLECTION LIMIT TOP OF INNER RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I., A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS USED IN STUDS PLATESI CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. SLEEPING 40LBS 10LBS L/360 ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 4. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING ATTIC (NON STORAGE) 10LBS 5LBS L/240 N Z2X6COLLARTIE MATERIALS. ATTIC (STORAGE) 20LBS 10LBS L/240 bi @24"O.C. ROOF W/FIN. CEILING 20LBS(SNOW) 15LBS L/240 TOP OF OUTER ; 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, STUDS PLATES , PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODEJVILLAGE OF OLD FIELD CODE], AND ROOF NO FIN. CEILING 20LBS (SNOW) 7LBS L/180 U_ ALLOTHER CODES AND (REGULATIONS HAVING JURISDICTION. SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR, AS A FUNCTION OF ROOF Q ' 4X4 PITCH. SUSPENSION N 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. POST 2X4 TIE ON EVERY STUD, TYP. BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE WIND BORNE DEBRIS PROTECTION RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, "-": "" Owner: ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATEACH I I N ( Glynis Berry and 7. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY POST G FASTENER � _ _ _ _ Hideaki Ariizumi [� Second1Floor COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. C ®/ EL. 31'-4 1/4" - FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT _ _ x 24190 Main Road, Orient, NY 11957 <4 FOOT < PANEL SPAN < PANEL SPAN 2 -2X10 BAND JOIST - _ tel 631 323 1426 8. THROUGH 11. NOT USED <6 FOOT < 8 FOOT ( ) M email glynis@studioabarchitects.com 12. ASSUMED SOIL TO BE SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 - - 2X4 TIE ON EVERY STUD, TYP. 2 1/2 #6 WOOD SCREWS 16 12 91, 2X4 OUTER STUDS @24 O.C. TONS/SQ. FT. t 2 1/2"#8 WOOD SCREWS 16" 16" 12" i 2X4 INNER STUDS @24"O.C. 13. CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL a. THIS TABLE IS BASED ON 130 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. Site: CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL property Tax Map#: MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN, WHICH IS THE c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS 1000-31-12-9 RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. 0'- 10" site street address: 14. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINToll I 1360 Trumans Path, East Marion, NY 11939 i 15. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC., TO BE DOUGLAS FIR LARCH NO.2 OR BETTER First Floor (UNLESS NOTED OTHERWISE) EL. 22'-6 NAILING SCHEDULE Lumber Design Criteria AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS Visually graded lumber 2X10 @12"O.C. Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% maximum moisture content) JOINT DESCRIPTION All values and factors are from the National Design Specifications for NUMBER OF NAILS NAIL SPACING (2)-1 3/4"X 9 1/4" LVL ; Wood Construction NDS-2001, ROOF FRAMING GRADE 0'-0" RAFTER TO TOP PLATE (TOE- NAILED) 3-10d PER RAFTER No. Description Date Fb (EL. 20.0') Extreme Fiber Stress in Bending ( ) CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-10d PER JOIST - Single Members Repetitive use Factor Bending Stress CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 4-16d EACH LAP Member Fb (psi) Cf Fb(psi) Cr Fb(psi) CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 4-16d EACH LAP 2x6 850 x 1.30 = 1105 x 1.15 = 1271 2x8 850 x 1.20= 1020 x 1.15= 1173 COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE 2x10 850 x 1.10 = 935 x 1.15= 1075 BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END 2x12 850 x 1.00 = 850 x 1.15= 978 Basement RIM BOARD_ TO RAFTER END-NAILED 2-16d EACH EN - - IN WALL FRAMING EL. 13'-"6" Horizontal Shear Stress = Fv x CH = 190 psi Modulus of Elasticity = 1.60E+06 psi TOP PLATE TO TOP PLATE(FACE- 2-16d* PER FOOT WI-IP@ATES AT INTERSECTIONS(FACE NAILED) 4-16d JOINTS- EACH SIDE _. 16. ALL LAMINATED VENEER LUMBER (LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD j SYSTEM (EWS) STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. STUD TO STUD (FACE-NAILED) 2-16d 24" O.0 HEADER TO HEADER (FACE-NAILED) 16d 16"O.C. ALONG EDGES 17. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d PER STUD APPLICABLE U.S. COMMIERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED (FACE-NAILED) BY AN APPROVED TESTING AGENCY. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d*A PER FOOT A. A.3 18. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A (FACE-NAILED) MINIMUM THICKNESS OF 15/32". THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. FLOOR FRAMING O Twical South-North Framing JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-10d PER JOIST 1/4 - 1 -0 19. ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI BRIDGING IL JOIST(TOE-NAILED) 2-8d EACH END 11 WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32" (19/32" FOR FLOOR SHEATHING). BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK 20. THROUGH 30. (NOT USED) LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST 31. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JCIST BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST 32. ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d* PER FOOT 33. FOUNDATIONS AND F=OOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER ROOF SHEATHING SQUARE FOOT WITH A MINIMUM OF T-0" COVER. STRUCTURAL PANELS 10d 6" EDGE/6" FIELD 34. PIER FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. 2-8d PER SUPPORT 3-8d PER SUPPORT 35. ALL EXTERIOR FRAMING, AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE WALL SHEATHING MATERIAL. STRUCTURAL PANELS 10d 3" EDGE/ 12" FIELD 36. ALL HEADERS TO BE(2)2 X 8 UNLESS OTHERWISE STATED. GYPSUM WALLBOARD 5d coolers 7" EDGE/ 10" FIELD 37. ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS(TYP), UNLESS OTHERWISE STATED. k FR? CEILING a 38. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS GYPSUM WALLBOARD 5d coolers 7" EDGE/ 10" FIELD RUNNING PARALLEL TO SAME. 39. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. 4;e 2� FLOOR SHEATHING �p�ra p237g'1 �O 40. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. STRUCTURAL PANELS � OF 1" OR LESS 8d 6" EDGE/ 12" 41. JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE" OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. GREATER THAN 1" 10d 6" EDGE/6" FIELD 42. FIRE BLOCKING TO CODE R301.11. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C.. AT PANEL EDGE. IF WALL SHEATHING IS 43. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, N4ILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PROJECT 44. INSTALL HURRICANE TIES AT EVERY RAFTERS PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH ^ WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE House o n PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. Tru 1 I I a ns Path _ WALL OPENING MEMBER SCHEDULE ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL SPAN WALL JACK STUDS COgNECTION CONNECTION 8' >=W> 6' (2)-2X12 OR 8-16d END- (1)-2X6 (2)-2X6 (3)-16d (2)-MICRO 13/4"X TOE-NAILED 9 1/4"OR LARGER 6' >=W> 4' ((2)-2X10 OR 6-16d END- (1)-2X6 (2)-2X6 (3)-16d LARGER TOE-NAILED 4' >=W (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)-16d Structural Notes LARGER TOE-NAILED UPLIFT CALCULATION, MONOSLOPE ROOF Tu =Wuplift x(16/12) x L/2 = 36 psf x(16/12)(17.25 ft)/2=4,4 INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN Project number 1556 HOLDOWN FORCE =VxH =6347 Date 11/5/2019 INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL Drawn by HA Q " Checked by GB LATERAL LOAD CALCULATION, FLOOR TO FLOOR 'CONNECTION o HOLDOWN FORCE =VxH= 3986 S . 01 " 0 INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH m SECOND FLOOR SHEARWALL. Scale 1/4" - 1'_Q" studio a/b architects 5/8" DIA. ANCHOR BOLT @ 4'-0" 651 West Main Street,O.C. Riverhead, NY 11901 7" MIN. INTO CONC. 631 591 2402 NOT MORE THAN 12" 631 3231426 FROM CORNERS, TYP. glynis@studioabarchitects.com TERMITE SHIELD, mailing address: z� PO Box 444 Orient NY 11957 5/8 DIA. ANCHOR BOLT @ 48" C. max. 4"STEEL POST 4 REBAR @ 12"O.C., 7" MI INT ODIC. 4 REBAR @ 24"O.C., OR 15" 1 . INtq, GROUTED CELLS 4" NC SLAB W/6X6 WWF WASHERS OT MOR HAN 2" FROM 6 MIL POLYETHYLENE 4"CONC SLAB W/6X6 WWF DRAIN TILE ON C RNERS, P. AMPPROOFING ON 6 MIL POLYETHYLENE GIRDER 3" RIGID INSULATION ON MUST BE N UNDISTURBED OR DAMPPROOFING WATERPROOFING INSTALLED BETWEEN WASHER RECOMPACTED SOIL ON UNDISTURBED OR SIMPSON A24 RECOMPACTED SOIL 3/8"VEGETABLE FIBER BOLT HEADS MUST BE ANGLE WITH = OR NUTS INSTALLE TERMITE IELD 1/2" BOLTS BOARD FILTER FABRIC W/SEALANT, TYP. AND WOOD D HERE Owner: ON GRAVEL FILL ° Glynis Berry and • —X—=---x—x x—x—x—x—x—x— ° x—x—x x—x—x—x b 4" CONC SLAB W/6X6 WWF Z —o •, .!i�!i�li�!i�!i�!i, .,�!i�!i !i�!i�!i�lr,�li\!r,�li�!i�!i� O N 2" RIGID I NS U LATIO N Hideaki Ariizumi �'' ON 6 MIL POLYETHYLENE 8"CMU FOUNDATION ° �°° 24190 Main Road, Orient, NY 11957 CONCRETE � DAMPPROOFING WALL W/2-#4 REBAR 2'-0„ (3)-#4 REBAR BOTH WAYS z tel 631 323 1426 z CYLINDRICAL �— • <� ON UNDISTURBED OR z @ 8"O.C. - FOUNDATION ' ° , `� email glynis@studioabarchitects.com IN GROUTED CELLS, BOTH WAYS JI - RECOMPACTED SOIL N _ P il,b x—x—x—x—x—x—x—x- Site: `SO property Tax Map#: 10" DIA. 0'-4" 0'-8" 0'-4" 2-#4 REBAR @12"O.C. CONT. 1000-31-12-9 12" MIN. - MIN. Simpson Strong- J DRAIN TILE, TYP. HD1 site street 1360 Trumans Path, East Marion, NY 11939 MIN. 2 P p,L CMU GARAGE_ FOUNDAT a 3 TYPICAL POST FOUNDATION Typical CYLINDRICAL FOUNDATION � Typical Co-ncrete Foundation n Typical Holdown Detail 1/ = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" �"�-6-" = 1'-0„ •G No. Description Date 6 A.07 19'-6" 19'-0" +/- B. 12 9'-0" +/-B. 12 KIM/ • / o o o 5/8"ANCHOR BOLT BA 1 HOLDOWN, TYP. B• 1 @4'O.C., TYP. B.2 29'-0" �\ 4 1/2"ANCHOR BOLT - 2 % @4'O.C., TYP. 10'-0" 9'-0" 10'-0" HOLDOWN, TYP. A. r /• / ' o . / ------- 0'-8"'- J, " , EO .I rr -. `•. j ,/ 'I i it - .. .. .•I. ' '� 8 CMU + J + OUNDATION r s' �p Af, / r r p 4" DIA. STEEL COLUMN ON •II' LAB''. F 4 CONCRETECONC. WALL , 24"X 24"X 12" POST i. W/6X6 WWF FOUNDATION -+ 2 1/2 REBAR BOTH WAYS N DAMPP OOFING = BOTTOM i i ifl O- o + + _ TYP. / e�.•J .�' ' = LANDING SLAB ® � � I � m ) j •4" CONCR=TE SLAB " i' `r° ' 2'-8 1/2`.. ; 4'-0" I i, W/6X6 WWF t 7 00 CONC. T 0237$ �Q / rA 07 .. i. STAIRCASE j iv g ON DAMPPROOFING, ' I 9T ` y � r - .. -•\ :�. '- . : .' '.• .• 'I TOP LANDING � � I , . ..• .• . �• '. , � ., i. SLAB OF l' 3'-0" / ' i , i. _ j ' I PROJECT / UT.-DOWN - • i. � ; I �' / �Z`DOOFi i i ' r ' 3 , J �, ,'. House on ------- -- --- -- 1 L ' '-' Trumans Path A. 11 - ---- --- -. --'---• — — • — �'-4 �_� �'. J;4� CONCRETE APRON a / 114„ W/6X6 WWF`- ON WF'' ' ON DAMPPROOFING, + F- NON-BEARING PARTITIONS ABOVE SLAB,' _ i• r _ �8" \� 8"DIA. CONCRETE - j - / CYLINDRICAL v I o) FOUNDATION, TYP. +.. f ', + F 'n ii t ,,; •I 8" DIA. CONCRETE . , a I CYLINDRICAL y= FOUNDATION, TYP. Foundation Layout ir, 2'- 11 1/21, - � S 1 Project number 1556 Date 11/5/2019 2 1 Drawn by HA 2 D.02 A.03 Checked by GB 00 0 0 Foundation Layout S . 02 1 1/411 = 1'-0" N Scale As indicated B. 1 B.2 B 1 B.2 studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 glynis@studioabarchitects.com �.... ... .. ...................^. Oxy 3-,+vY!'KCL.AWG;.»�IPB.xW.w:/.9i4r.2kG��m' A,iiiµMsaS✓,".kY+�G�B®464,aP�:<C.6PCGPa:nk4<4�PPeaY,et+ ,•,YF ✓.S::k4k'YC9A�>xtakw�LN,:;rryF,G,'.ri.,i/.,'..Gt.Zm.:c, , mailing ,........_ w. A.3 addre 4 PO Box 444 J i li Orient NY 11957 Yyv::::.wT'i.'?' wwr~ vrvmvavw~~eww,vvvrry ,mr ,wvaswwv.rr,..ewwwwvrwrvr ,,...,rrr..>esr,r>+>mmr~w n>,m,~x.vwvmmr>w>mr v�swwn�s w I °l//,"J'/Ti`F/Ti// ll.P� 6�p M/T/?/F.P.PD,S.N. , r, .Z.vB 9Y/YfA P/4»F/T/'n .Y "„Y„r/'//F9�f"swf'im,%ry/>i'wi%`:•>i"P 1i 3 3. �I I 3 'f S! Owner: FULL SPANNING JOSTS OVER WALL OPENING BELOW(NO HEADER) TO BE SUPPORTED WITH BAND JOISTS WITH USE OF HANGERS, ���X, Glynis Berry and WHICH SUPPORTED WITH OVERHANG JOISTS, TYP. pp �G Hideaki Ariizumi Q' Main ad 24190 R G`�G��v 1 M o Orient,ent, NY 11957 OVERHANG JOIST, TYP. - - O> tel 631 3231426 p�'> email glynis@studioabarchitects.com 2-2X10 BAND JOIST JOIST ON DER WALL, TYP. Site INNER ;i — — A.2 property Tax P 1000-31-12-9 1 >'I - site street address: 4X4 CEDAR 1360 Trumans Path, East Marion, NY 11939 COLUMN ' BELOW 6 2 � li RID BOA (CEILING FRAMING) ' 2X12 RIDGE BOARD (ROOF FRAMING) ENTRY AWNING 2X4 GE RD (CE G F NG � SEE ENTRY DETAILS CJQOV Q � Y � X4A Q W U inOVERHANGi X > w II R D R ----------.-- NOoaU IBELOW JO STS EVE STAIRWELL No. Description Date 4X4 CEDAR : COLUMN BELOW ________________._-_. S h7 , : 4X4 ACQ 2X4 ACQ LIGHT SHELF JOISTS @16"O.C. OVERHANG GIRDER --------------..._ _.. —_ - - ._.. _ ......._.....__..._..._..©..- _._ BELOW JOISTS LEVEL 4X4 GIRDER, TYP. 4X4 POST SUSPENDED FROM ROOF, TYP. 4X4 POST BELOW 2X6 BOND BEAM BOLTED TO 2 Second Floor Decking Layo at ROOF Decking Layout 2X6 BOND BEAM �/4" = 1'-0" 3 1/4" = 1'-0" B. 1 B.2 i I 1, $ 6 g r. � A — 4" DIA. STEEL TUBE , OLUMN BELOW R"ii L s per, �G�i 9 P hF� C� n s 1� :::::.......:.:.:.:.:.:.:.:. ` I ERY SIMPSON TS @EV Lt 2 sp (2)-1 3/4"X 9 1/4" LVL SIMPSON H2 � EE 023 @EVER BELOW JOISTS LEVEL 4 .q� @EVERY F OF SIMPSON H7 " O G I @EVERY i @1`L i 2�10 l STUD SPACING SAME AS TRUSS/RAFTER SPACING i (NTS.) PROJECT 4 Typical Wall to Roof Connections at outer House on ii _ —wall ALUMINUM FLASHING 4X4 GIRDER l�2" = 1'_0" Trumans Path I 4 8" DIA. SOLID BLOCKING CONCRETE TREATED NAILER PLATE RAIN SCREEN FURRING 8" DIA. BELOW PARTITION,_---.,_ ¢ FOUNDATION BOLTED TO HOUSE WRg SEE DWG FOR EXACT SIZE CONCRETE � BELOW 4X4 ON SHEATHING FOUNDATION E GIRDER, TYP. SIMPSON CS200@EVERY STUD DECKING FASTENER BELOW 4X4 z I GIRDER, TYP. t SIMPSON LTS I OR MTS @EVERY — STUD�QSIMPSON H6 0 @EVERY STUD rT r JOIST I +�QO ' STAIRWELL — SEE DWG FOR EXACT SIZE SIMPSON HTS16 TWIST �. :iJ, _ STRAPS Decking Layouts is 4X4 GIRDER 3/8"X7" LONG HOT DIPPED GALVANIZED LAG BOLT ww COMPLIES WITH TABLE 3.313 WITH MATCHING WASHER, WF M 1995 STAGGERED @16" O.C. INTO JOIST OR STUD (6) 12"SIMPSON CS20 TIES COMP(2)-2X10 TYP.7 WFCMEIES-1995 WITH TABLE 3.36, 8" DIA. CONCRETE FOUNDATION GALVANIZED METAL JOIST HANGER BELOW 4X4 SIMPSON 35F (SIMPSON OR EQ.) SIMPSON STRONG TIE i 1556 ACQ GIRDER, Project number AC @EVERY HEADER TO JACK Date 11/5/2019 OUTER STUD POST Drawn by HA Q (NTS.) JOIST NAILER PLATE DETAIL (NTS.) (NTS.) Checked by GB o 0 1 First Floor Decking Layout n Typical Wall to Floor Connections 6 T ,pica) Deck Ledger Typical Wall Opening Connections S . 03 o 1/4 - 1 -0 U 1/2 - 1 -0 3 - 1 -0 �`J1/2 - 1 -0 N Scale As indicated r 2 studio a/b architects B D.02 651 West Main Street, Riverhead, NY 11901 2 1 631 591 2402 D.02 B. 1 31 3231426 oA.03 B'2 nfo@st dio barchitects.com W a 4 A. 1 1 S.04 cn a S.01 I Owner: 1 Glynis Berry and ROOF a Hideaki Ariizumi EL. 39'-)4 1/ East Mar 11939 1360 TrumansPath, E ion, NY .r. ._ 631 680 9656 E e-mail Glynis@studioabarchitects.com • - .,..., J i .,, ,,... „..._.- W t ,_.,...._,_.,,,,�..,.,... _,_,..,.,.............._., rnt� ................._.. .,. _., .._...- I' t 2x4 CEDAR Fi RAILING 2X4 CEDAR � � .. ....... .............. :.:.. . _. ... .- (, . . ... Ii�.':_.,,..... . _ ON DECKING -------- -- ...... __.__, , __. ------ i ii I - , 6'-3 1/4" 0'- 1/2" 5'-2 1/2" 0'-3 1/2" 5'-2 1/2" 0'-3 1/2" 5'-2 1/2" 0'-3 1/2" 5'-2 1/2" 0'-3 1/2'� Second Floor _ _ _ _ Second Floor r -- - — - — — - ---- EL. 31'-14 1/4" co EL. 31'-{4 1/4" '..... _............. _..... ._ — Second 4100„ - - - < 2X6 JOISTS i N 4X4 ACQ GIRDER, TYP. 2X4 ACQ 18 1/2" ANGLE SIMP30N AA33 LEDGER 4X4 ACQ ON RAINSCR EN FURRINGS GIRDER �.. ... ........ . .. HANGER 4X4 CEDAR D.03 COLUMN 2X4 CEDAR 2X4 CEDAR RAILING JACK RAILING 2X4 CEDAR FRAME ON OUTSIDE OF ATTACHED SIDE OF COLUMNS COLUMNS I, 2X4 ACQ BECH FRAMING „_,_.., _..: w..,._ _ "_" -- ,—_ ANGLE SIMPSON AA33 First Floor First Floor _ _ _ _ _ First Floor No Description EL. 22'-(6� EL­. 2 2-(6" I Date m..... ._.'.., '_ c _ 2X6 JOISTS 4X4 ACQ GIRDER, TYP. I..l......_._.__......._............. --__..._._._.__v ! POST BASE 2X4 ACQ a` 4X4 ACQ GIRDER SIMPSON SIMPSON ABA44Z c - _- LEDGER ABA44Z , ----------- _ ON RAINSCREEN m "; ) i j FURRINGS _ - l I 8" DIA CONC PILE, P I I III -III— I 1111111 I II —III IIIIIIIII—III IIIIIIIIIIIIIII—IIIIII—IIIIII—III III III—III IIIIIIIIII I I E, TY . I PROVIDE - 8" DIA. CONC. PILE DRAINAGE n West Deck North Framing Elevation 2 FramingElevation at West Deck West End n Attachment Framing Elevation) South 3/8" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0" A.2 8 - -- D.02s ` A. 1 A. 1 � 2'-3 1/2" 2X12 RPF r "rll,,,o" i B.2 L0 2X6 RIM BOARD — TO SUSPEND 4X4 POSTS p _."._........".-__,.,._".. . _.._, (2)- 1/2" BOLT 4' 3., + C�Ci � i SIMPSON HL33 _.. 4X4 ACO GIRDER --D �\ v 2X4 LEDGER ON � iv L_--_-- 0''' RAINSCRc.EN � it Cl) LO FURRINGS Second Floor M _-__ . __.. _..-. -_.--_---..-_ -. N_ ��� _ Second Floor �� ,. — Second- Floor EL. 31'-X41/4" j o - EL. 31'�41/4" �® Cl) ZEL. 31'-41/4" I I I I ANGLE SIMPSON AA33 - 2X4 ACQ LEDGER ON RAIN SCREEN FURRINGS ,' UO 2X4 I �' a CEDAR / Q I Q JACK o o PROJECT W CD W H Typical Lite Shelf Framing Section °° X ° 2x2 CEDAR LATTICE House on 3/8 - 11-011 POST BASE WRAP AROUND THE SIMPSON ABA44Z POSTS Trumans Path ANGLE SIMPSON AA33 NOSING 1" � �- ,i: ; Exterior Attachments - - - I First Floor 0 First Floor -70 x error I EL. 22'-�"' � EL, 22'-(6 � Details Framing i N� ry 6'-0" 4X4 ACQ GIRDER 2'- 1" Project number 1556 8" DIA. CONC. PILE 2X4 ACQ LEDGER ON RAIN SCREEN FURRINGS Date 11/5/2019 PROVIDE DRAINAGE UNDER THE LEDGER Drawn by HA 2 Q Checked by GB 5 Entr�r Porch Framing East Elevation Entry Porch Framing North Elevation o 3/8" = 1'-0" U 3/8" = 1'-0" N S . 0 N Scale 3/8" = 1'-0" studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 -------­­-­- -­-_--------------- ---------- 4"VENT EXTENSION THRU ROOF 631 3231426 glynis@studioabarchitects.com mailing ROOF address: PO Box 444 Orient NY 11957 AIR CIRCULiTION INLINE DUCT FAN UNDER 1FL:LOOR PANASONIC FV-1 5NLFS1 AIR CIRCULATION FLOOR GRILL 2ND FL 6"X 10" BY3TEEL CRESTKITCHEN SINK https://wwwsteelcrestonline.com/ & DISH PRO-LINE/R SERIES WASHER i TUB WC LAVATORY MAT BLAC<FIN. OR EQ. ------ ------ E�l 1 ST FL r R INSTALL ELECTRICAL MAT 4"WASTE, PVC GRAY SEPTIC TANK Owner: RADIANT HEATING SYSTEM IN BATHROOM Fii � LOOR CLOTH 4"WASTE, PVC BLACK SEPTIC TANK WASHER Glynis Berry and rF_ Hideaki Ariizurni BASEMENT 24190 Main Road, Orient, NY 11957 tel 631 3231426 .... .. .......... . ......... email glynis@studioabarchitects.com Waste Riser Diagram 4 N.T.S. 4" BLACK WA's Site: J, TER 114"GRAYWA property Tax Map#: 1000-31-12-9 site street address: 1360 Trumans Path, East Marion, NY 11939 3/4,CW ............. -4 ---- - - -4t F _1 li DUCTLESS A/C & HEATING WALL MOUNT UNIT MITSUBISHI MSZ GL15NA OR EQUAL Ell Date No. Description 0", CEILING MOUNT ERV 4"VENT THROUGH ROOF DUCTLESS A/C& HEATING PANASONIC FV-04VE1 .......... OUTDOOR UNIT 20/40 CFM SETTING Ell MITSUBISHI MUZ-FH15NAH DOUBLE CHAMBER Y OR EQ. FV-WC04VE1 �econd Floor Plumbing������OutVENT TO ROOF DOUBLE CHAMBER ELBOW 11-011/411 FV-WC04VE1 WEATHER CAP FV-WC04VEI PLUMBING NOTES: MECHANICAL NOTES: First Floor Plumbing & HVAC Layout 11 1'-0" 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE DRAWINGS. DRAWINGS. 2. COORDINATE THE WORK WiTH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR WATER SERVICE DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. 3. IF DIRECTED BY THE ARCHIL ECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, 4. ALL WORK SHALL MEET OR EXCEED LATEST CODES AND REQUIREMENTS OF NATIONAL, STATE, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS ANY PORTION OF THE WORI,\\&,'HICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING PROJECT;ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY JURISDICTION SHALL BE PRC.,VIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND DEHUMIDIFIER REGULATIONS; COMPLY WI FH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. -B 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE 5. ALL WORK TO COMPLY WITH ENERGY STAR RATED HOMES. BLACK WATER 4"WASTE COMPLETION OF THE WORK. ! i 6. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE 6. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT COMPLETION OF THE WORK. DELAYING THE COMPLETION OF THE ENTIRE PROJECT. 7. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME 7. WHERE THE WORK WILL- BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR 8. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED 9. CONTRACTOR MUST COORDINATE WORK WITH OTHER CONTRACTORS TO COMPLETE WORK. BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO 10. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, 8, CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED FOR THE PROPOSED CONFIGURATION. BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO 9. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. SAME WITH DRAWINGSAND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO 11. HVAC CONTRACTOR TO INFORM PLUMBER OF ALL NEEDS RE: SYSTEM i�T_7 D A R Cl THE SUBMISSION OF A BID PROPOSAL. 12. HVAC CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL VIX 10. CONTRACTOR SHALL EVALUATE THE EXISTING WASTE SYSTEMS CAPACITY; NOTIFY ARCHITECT AND POINT, COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD 6 OWNER OF IF EXISTING CAPACITY IS NOT ADEQUATE. INSTALLATIONS BY THE ELECTRICAL CONTRACTOR. iz 11. CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES, ALLOCATE AND 13. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS EQUIPMENT TO WATER WASTE LINES, VENTS, DUCTS, AND LIKE. PRIOR TO THE SUBMISSION OF A BID PROPOSAL. 12. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A 14. PROVIDE ALL COMPONENTS SO THAT SYSTEM IS FULLY OPERATIONAL AND BALANCED. -7'6 0 LOCATION AS DIRECTED BY THE OWNER. 15. PROVIDE ALL DRILLING, PATCHING, REPAIRS NECESSARY TO COMPLETE WORK AND LEAVE IN SAME 0 13. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE CONDITION. IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH 16. SITE TO BE CLEANED AND DEBRIS REMOVED AT END OF EACH DAY. TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 17. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A 14. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. LOCATION AS DIRECTED BY THE OWNER. HOSE 15. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL 18. NO STRUCTURAL ELEMENT IS TO BE CUT OR DRILLED WITHOUT THE ARCHITECT'S APPROVAL. _GW BIB NOTIFY TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED. 19. PROVIDE FIRESTOPPING AND FOAM INSULATION AT PENETRATIONS HOSE 0 16. CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE 20. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE > BIB CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH PROJECT CN ........ TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 3/4" HW A// - 21. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT. PERFORM A House on ----------------- I GW LESSON/LABELING SESSION WITH OWNER FOR OPERATION OF THE INSTALLED EQUIPMENT, ------- ------------ GRAY WATER 4"WASTE SYSTEMS AND CONTROLS. 3/4"CW 22. ALL EQUIPMENT SHALL HAVE 30"OF WORKING SPACE AND CLEARANCES IN COMPLIANCE W/CODES. ELECTRIC 23. ALL EQUIPMENT SHALL BE RAISED A MIN. OF 8"ABOVE SLAB ON PAD OR BLOCK PLATFORM. Tru mans Path TANKLESS 24. 5/8"GWB X RATED TO BE INSTALLED OVER ALL EQUIPMENT IN BASEMENT. HOTWATER CLOTH WASHER 7 . HEATER xx Z 25. HVAC CONTRACTOR SHALL PROPOSE ELECTRICAL AIR HEATING AND AIR CONDITIONING SYSTEM, L)p 0 ENERGY STAR RATED, WITH MIN. 17,879 BTUH (HEATING)AND 7,703 BTUH (COOLING), WITH SINGLE DEHUMIDIFIER ZONE. ARCHITECTS SELECTED SYSTEMS FOR ESTIMATE PURPOSE: INDOOR UNIT: MITSUBISHI MSZ GL15NA(WALL MOUNTED) OUTDOOR UNIT: MITSUBISHI MUZ-KJ15NAH CLOTH DRYER WITH VENT 0)� Basement Plumbing & HVAC Layout WEATHER COVER Basement/4 19-011 Plumbing and HVAC HVAC Equipment Schedule Plumbing Fixture Schedule Layouts Ap Type Ap Product Ap Notes # Room Fixture Type Product Finish2 Note 1 Electrical Ductless Air Conditioning & MITSUBISHI MSZ GL15NA with MUZ-FH15NAH 1 Kitchen Kitchen Sink Kindred KCD33/9-10A stainless stl with Dish Drain Basket DBR10S; www.kindredcanada.com Heating Unit 2 Kitchen Kitchen Faucet VIGO EDISON PULL-DOWN SPRAY KITCHEN FAUCET#VG02001 chrome https://www.vigoindustries.com/Electrical Tankless Hotwater Heater Noritsu or Takagi, or eq. 3 Bathroom Toilet Niagara The Origina ITM ustries.com/ - 3 Electrical Radiant Heating Mat Schluter Systems, or eq. Toilet -0.5/0.95 GPF Dual Flush 12" Elongated white hftps://niagaracorp.com Project number 1556 4 Dehumidil"yer (size to fit space) 2-Locations in Basement; Drain to exterior 4 Bathroom Lavatory Sink Kindred KSOV17/7 stainless stl Counter top mount;www.kindredcanada.com Date 11/5/2019 5 Ceiling mount ERV PANASONIC FV-04VE1, 20/40 CFM SETTING with Double Chamber Y(FV-WC04VE1), Elbow(FV-WC04VE1), and Weather Cover 5 Bathroom Lavatory Faucet VIGO ALICIA SINGLE HOLE BATHROOM FAUCET IN CHROME chrome Drawn by (FV-WC04VE1) #VG01008CH https://www.vigoindustries.com/ HA 2 Checked by 6 Air Circulation Inline Duct Fan PANASONIC FV-15NLFS1 with 2-floor grills STEEL CREST, Pro-Linear Series, mat black fin. or Eq. 6 Bathroom Tub GB - 7� PANASONIC FV-15NLFS1 Maax Bosca 6030 1 FS AFR 60"x 30"x 20", Model number: white https://maax.com/products/baths CD 106395-L-000-001 9 T M 01 1556 11/5/201 9 HA 7 Range Hood See Residential Appliance Schedule 7 Bathroom Symmons Duro®Exposed Tub/Shower/Hand Shower System, Model chrome https://www.symmons.com/ 8 Bathroom Exhast Fan See Residential Appliance Schedule 3602-EX MP . 01 Co (0 Scale As indicated studio a/b architects B. 1 B.2 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 glynis@studioabarchitects.com mailing address: ............... ----_---__ ................ ---------------- PO Box 444 .......... ---- -------------------------------------------------­--- ------------- Orient NY 11957 .... ...... .. ------- ------------­- - - -----­-­-- ---------- VOICE TV H H G G H GARAGE DOOR H -- -----_-_-------- G MOTOR Owner: Glynis Berry and Hideaki Ariizurni UNDER FLOOR MOUNTED 24190 Main Road, Orient, NY 11957 DUCT FAN CONTROL tel 631 3231426 email glynis@studioabarchitects.com H H G G SUB PANEL ELEC. VEHICLE ---------­_-_ ......... .......... Site: CHARGER ....,.. . . ..._.,.. ----------- — ------------ ...... property ax Map --------_------ IEXT,� 1000-31-12-9 ... ..... VIDATA 3 3 B B, B B B B site street address: ® G VOICE 1360 Trumans Path, East Marion, NY 11939 EXT _TG Cly �F! ABOVE VAN IT REFRIGERATOR V LJ ----------------------- - - - 'ON STOVE VOICE A F A C A 'BASE 0 TYP. RANGE HOOD ...... 00 .......... i ON F G F VG I BASE-41 3 ABOVE DESK COUNTER� No. Description DW: Date A� A !M 3, ----------- 3 TV E i . ! ; STAIR LIGHT"E VOICE 3 1 017 7 Q .......... UP a- ------------ - ------------ ------------------- . ..... --- -------- -------7----1-------i ......... ................ 7 ELECTRICAL MAT A/C& HEATING ERV RADIANT HEATING OUTDOOR UNIT CONNECTIONAND ERV CONTROL A/C & HEATING INDOOR UNIT CONTROL First Floor Electrical Layout LEGEN ELECTRICAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE SURFACE MOUNTED PANELBOARD AND DRAWINGS. 0 CEILING RECESSED MOUNT LIGHTING FIXTURE 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. UNDERGROUND ELEC. ENTRY I_o WALL MOUNT LIGHTING FIXTURE 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO LED INDUSTRIAL STRIP LIGHTING FIXTURE PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. LED LINEAR CHANNEL LIGHTING SYSTEM ------------ 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY -j THREE WAY SWITCHH COMPANY REQUIREMENTS, ALL APPROPRIATE MUNICIPAL AN D REGU LATO RY AG E NC I ES, CODES AN D dG Gd REQUIREMENTS. 8DIM SINGLE POLE SWITCH W/DIMMER 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, DEHUMIDIFIER DUPLEX RECEPTACLE ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY =OG DUPLEX RECEPTACLE PROTECTED BY ALL LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. GROUND CIRCUIT FAULT INTERRUPTER 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS EXT EXTERIOR DUPLEX RECEPTACLE REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. __0 SPECIAL PURPOSE OUTLET B2 B2 B2 B2 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT 2 SMOKE ALARM SYSTEM DEVICE DELAYING THE COMPLETION OF THE ENTIRE PROJECT. CO ALARM SYSTEM DEVICE 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR 3 TELEPHONE/DATA TELEVISION OUTLET WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, F F i 111VICE,DATA ...... ARRANGE:SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED 41 _`, ",z, 3 FAN OUTLET BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS REQUIRING FIELD WIRING, ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL CONTRACTOR. 0 37 0 11. INSTALL FIRE ALARM SYSTEMS, AS PER DRAWINGS, INCLUDING SMOKE, FIRE, HEAT,AND/OR OF N CARBON MONOXIDE DETECTORS. PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM, AS B2 REQUIRED, COMPLYING WITH ALL APPLICABLE CODES. B2 B2 B2 G 12. ALL DUPLEX OUTLETS SHALL HAVE TWO DIFFERENT CIRCUITS. G 13. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER ................. (GFCI.), U14LESS OTHERWISE NOTED. 14. ALL NON-GFCl OUTLETS SHALL BE ARC FAULT CIRCUIT INTERRUPTER(AFCI). 15. INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. 16. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET LOCATIONS WITH ARCHITECT AND OWNER. PROJECT 17. LOCATE NEW SWITCHES AT 42"AFF, UNLESS OTHERWISE NOTED. 3 18. LOCATE NEW RECEPTACLES AT 8"AFF, UNLESS OTHERWISE NOTED. INLINE DUCT FAN OG G LOCATE NIEW RECEPTACLES AT 42"AFF IN THE BASEMENT AND IN THE GARAGE, UNLESS OTHERWISE (ON CEILING) House on G G NOTED. DATA Es G al 19. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 51,FROM THE FINISHED Trumans Path EDGE OF.ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. 20. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. 0 21. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO NEW POWER SYSTEM AT A TIME THAT WILL BE H H H B2 CONVENIENT AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 22. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED 0 ON A WALL BACK-TO-BACK. 23. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS,AKDT60 BY AIR KING OR EQUAL. WATER HEATER — Lighting Fixture Schedule 3 =0 G U G Lighting 0 FixtureLighting Fixture Type Product T Finish Bulb Note A Ceiling recessed light WAC 4"Open Reflector-Square LED451TL Invisible white LED 10.2W, \A(WW.waclightnig.com 0 Trim. IC rated 2700K Electrical Layout DEHUMIDIFIER CLOTH WASHER & DRYER B Track Lighting Head on Recessed WAC WTK-LED 20F-927-WT, on "W Track recessed" white LED 23W, Track Lighting system 2700K, CRI 90 Basement Electrical Layout B2 Track Lighting Head on Exposed WAC J-1 014F-927-WT on "J Track" white LED 14W, 1/411 1'-0" Track Lighting system 2700K, CRI 90 C Ceiling recessed shower light WAC HR-LED471-WT white LED 11W, 3000K D Wall mount wet location fixture WAC dweLED BRINK WS-77624-27 Brushed Alum. LED 20W 2700K Project number 1556 E Step&Wall Light WAC Rectangular Step and Wall Light bronze LED 3.5W Date 11/5/2019 WL-LED140-C-BZ 3000K F Exterior Wall mount light Cooper Eon 303-W1-LEDB1 City Silver LED T5X 8.5W Drawn by HA 2 2700K - < Checked by GB G Exterior Wall mount motion sensor LED 7W, 3000K Lighting i Ii idustriat-Stri p-Lig tit LI 11 IU1 I IdL I LN 1+0 , 1 lu I ef lector, or eq. .................................................. 0) __ _ E . 01 CD N D VID DATA 3 DIM 0 0:0 L 3 E _Second Floor Electrical Layout (44) 1 1A 11 1/411 -011 Oil < Scale As indicated