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HomeMy WebLinkAbout45276-Z oy'QS�FfOLk o Town of Southold 2/4/2022 P.O.Box 1179 CM 53095 Main Rd � y�o aorSouthold,New York 11971 vti r CERTIFICATE OF OCCUPANCY No: 42752 Date: 2/4/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 6175 Oregon Rd,Cutchogue SCTM#: 473889 Sec/Block/Lot: 95.-1-4.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/8/2020 pursuant to which Building Permit No. 45276 dated 10/2/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porch, deck,trellis, and second floor covered porch,to existing single-family dwelling as applied for. The certificate is issued to 6175 Oregon Rd LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45276 11/22/2021 PLUMBERS CERTIFICATION DATED 1/18/2022 iN&V umbing A or ed 1 ature TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45276 Date: 10/2/2020 Permission is hereby granted to: 6175 Oregon Rd LLC C/O Gordon & Petkos LLP 1790 Broadway Ste 710 New York, NY 10019 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 6175 Oregon Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 95.-1-4.2 Pursuant to application dated 9/8/2020 and approved by the Building Inspector. To expire on 4/3/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,728.40 CO -ADDITION TO DWELLING $50.00 Total: $1,778.40 Building nspector 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%o 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. Q�Lk New Construction: Old or Pre-existing Building: X (check one) Location of Property: 6175 Oregon Road Cutchogue, NY House No. Street Hamlet Owner or Owners of Property: 6175 Oregon Road,LLC Suffolk County Tax Map No 1000, Section 95 Block.1 Lot 4.2 Subdivision Filed Map. Lot: Permit No. 9 CL I L Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _,i�App icant Signature OF SO(/lyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.devlinCc)-town.southold.ny.us Southold,NY 11971-0959 �lyOUNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 6175 Oregon Rd LLC Address: 6175 Oregon Rd city:Cutchogue st: NY zip: 11935 Building Permit* 45276 Section: 95 NY 1 Lot: 4.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T best Electric License No: 49446ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 69 Ceiling Fixtures 19 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 13 Wall Fixtures 12 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 42 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt Dual Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 101' Dryer Recpt GeS Emergency Fixtures Time Clocks Disconnect 2 Switches 69 1'LED 1 Exit Fixtures Pump Other Equipment: Floor Heat(4), Dual fuel Oven, W/D Gas, W/D 30A, Gas FP, DW(2), Hood, Fridge, 16' Track Lighting, Micro, 200A 42 Circuit/42 Used, 100A Sub 20 Circuit/ 19 Used Notes: Whole House Renovation and Two Story Addition Inspector Signature: Date: November 22, 2021 S.Devlin-Cert Electrical Compliance Form v Town Hall Annex [ Telephone(631)765-1802 54375 Main Road "4 Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ! Rn� L CEA "i�1 � BUILDING DEPARTMENT SAN � 8 TOWN OF SOUTHOLD 2022 BUILDING DEPT. TCW q CF SDUTH0LD CERTIFICATION Date: g Z 2 Building Permit No. T � Owner: (Please print) Plumber: (Please print) 1 certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of JA !V k a��. 20 2-2, Notary Public, � n I �� - County JOHN P LICCIARDO NOTARY PUBLIC-STATE OF NEW YORK No. O1 L16259018 Qualified in Suffolk County My Commission Expires April 02, 20\ Z Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at t S eR61i1,)WI-yl, N V Ny /(J (Print property-owner's name) (Mailing Address) do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. C/A/_ /2-0,22 a (Owners ignat &) ( ate) C��(4E 8R7011( (Print Owner's Name) S E i 2020 RUILDRI G DePT. Of SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION 401 [ ] 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: to- z4v<,, �- DATE INSPECTOR � `�- OF SO7 1 "75 OIyo{o � � � - # # TOWN OF SOUTHOLD BUILDING DEPT. °ycoum, 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: two kz 2kan<?A DATEf INSPECTOR r- � SOUIyOI 0 # TOWN OF SOUTHOLDBUILDING DEPT. cou765-1802 INSPEC , ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [� FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL � r [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O D REMARKS: vy"4. P(or.S P-Ov Alt s v DATE I INSPECTOR qf SO(/r�,o o h �O # TOWN OF SOUTHOLD :BUILDING DEPT. `yrouxr+ 765-1802 INSPECTION [ } FOUNDATION IST [ ROUGH PLBG. [ ] 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: v*w vv,-/ vw� 1!NA pn DATE INSPECTOR pFSOUIyO� Li # TOWN OF SOUTHOLD BUILDING DEPT. A u�v,� 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: v -wire gin 0) 1A.q1obo('7n nt �- r- - - DATE 8, IS4 INSPECTOR Com- �o�aOF SOUTHp� /— 64 7 _ ®< 04- TOWN OF'SOUTHOLD BUILDING DT. �ycouto, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]._FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [}ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]`]''PRE C/O REMARKS: DATE j INSPECTOR �` C4 �aOF SO!/p, # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycaurm ' 765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [, ] FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE.& CHIMNEY" [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION. [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION nn [ ] PRE C/O REMARKS: l on "Dc'e6' f v I ;a DATE 12-1117-'024 INSPECTOR 5aAXRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951'St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 JAN 2 8 209- January 26,2022 BUILDING DEPT TOWN OF SOUTHOLD Town of Southold P.O. Box 1179 Southold NY 11971 RE: Bank Residence 6175 Oregon Rd Cutchogue NY To Whom It May Concern, Based on my inspection at the above address,the 11 and 2nd foundations, and insulation and caulking were all installed per NYS code. The DC315 was put on spray foam. Please see attached certification. Please contact our office if you have any questions. Thank you, Anthony Po ilio, RA, LEED AP D ARC P, 4C she O 7�, OF tSrc�''°S D E CARY INSULATION JAN 1 8 20.=� 1600 9T" AVE BUILDING DEPT. BOHEMIA, NY 11716 TOWN OF SOUTHOLD PHONE: 631-218-9350 FAX: 631-218-9354 January 25, 2022 To Whom It May Concern, Cary Insulation has installed the ignition barrier as per code. The address of the install is 6175 Oregon Cutchogue, NY 11935 for our contractor North Fork Drywall. Material Installed is DC315 Intumescent Paint. Attached are the specification for the material installed. Respectfully, Matthew Scott Salesman/Production Manager Cary Insulation(A TruTeam Company) (516)241-5338 Matthew.Scott@TruTeam.com ARCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95"'St,C9,Brooklyn,NY 11209 LLc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 September 8, 2020 Town Hall Annex Building 54375 Route 25 P.O. Box 11,79 Southold, NY 11971 To whom it may concern, Please see the enclosed Authorization form that has been signed by the owner in support of the Building Permit Application that was sent out on 9/4 for 6175 Oregon Road,Cutchogue, NY. Please let me know if there is anything else you need. Thank you, Francesca Brennan AMP Architecture,PLLC . Administrative Assistant Office: 516-214-0160 www.amparchitect.com XRCHITECTURE LLC D U SEP 1 1 2020 BUMMTr,DEQ -TITHIOLI D e e ® � e • ® e ■® ' MY , �.1L. •� �� � rid u� I r mOM ' •UGH I1 FRAMING: ►. li I I I m,WA Wo TO owl SIU i!. i / ! w • t i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 LLSurvey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 2026 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to: 'Architecture,PLLC Disapproved a/c 1075 Franklinvilled Rd,Laurel NY 11948 Phone: 516-214-0160 Expiration 2 (i, � a BJ—InLsor— DF= SEP8 2020 APPLICATION FOR BUILDING PERMIT Date September 3 20 20 BUS-p�1i G DEPT- INSTRUCTIONS ,;1? i?t�, 'TITHOLD 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. (AMP Architecture PLLC) (Signature of applicant or name,if a corporation) 1075 Franklinville Ave., Laurel NY 11948 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder AGENT Name of owner of premises 6175 Oregon Road, LLC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name.and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 6175 Oregon Road Cutchogue, NY House Number Street Hamlet County Tax Map No. 1000 Section 95 Block 1 Lot4.2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residence b. Intended use and occupancy single Family Residence 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor N/A If garage, number of cars 0 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 34.7' Rear 38.4 Depth 47.7' Height 28' Number of Stories 2 Dimensions of same structure with alterations or additions: Front 34.7' Rear 38.8' Depth 54.6' Height28' Number of Stories 8. Dimensions of entire new construction:Front 34.7' Rear 38.8' Depth 54.6' Height 28' Number of Stories 9. Size of lot:Front 300.36' Rear 300.00' Depth 588.05 10.Date of Purchase 03/2020 Name of Former Owner Richard Schreiber 11. Zone or use district in which premises are situated Ac/c 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 NO N/A 14.Names of Owner of premises Charles Bank Address 6175 Oregon Rd,Cutchogue phone No. 917-856-8980 Name of Architect Anthony Portillo Address 1075 Franklinville Rd,Luuel Phone No 516-572-4741 Name of Contractor 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 NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 5`4cJFF-UUC) �rraou'-'CC1 &rer) to` (AM9 Ar ow ea emg duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above name , (S)He is the (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. Sword.before me thi �! day of 7 20 ROLINE M MACARTHUR - Notary Public NOTARY P LIC-STATE OF NEW Y Signature of Applicant No,01 MA6384635 auslified in Suffolk County my commission Expires 12-17-2022 ;os\1fF0(.�C' BUILDING DEPARTMENT-Electrical Inspector FEB ;A, 2021TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road -PO Box 1179 Southold New York 11971-0959 :Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov - seand(cb-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: . T g, -r l L ix L,— Name: %�2aA-%,m--S License No.: M email• -7R51-<--CcCT(-tc,t&65-7) CL kcc) C,C' &/ - Phone No: �o�1 �S ❑I request an email copy of Certificate of Compliance Address.: -3ct , C - �C JOB SITE INFORMATION (All Information Required) Name: 6 / 7 5 O Qe p Rb Address: 6175 Q ��c2 R IQ Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: p Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) C) 1 n— IAC Check All That Apply: Is job ready for inspection?: DYES ❑NO ❑'Rough In []Final Do you need a Temp Certificate?: DYES ❑NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground [:]Overhead # Underground Laterals ❑1 02 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx I i 202 o��SUFEO _�COGi u� 1 � BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD A= z � owta,Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 oy�01a0� ` Telephone'(631) 765-1802 - FAX (631) 765-9502 rogerr(aD-southoldtownny.gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: i �S l L�GT�'t C Z� Name: License No.: M F=: L4 ct 4 L4(> email: Phone No: 631- 83-3 --t3Srequest an email copy of Certificate of Compliance Address.: ,3q K)Cu.) i a_s S`F Ce es NLo�ICULCj �`� JOB SITE INFORMATION (All Information Required) Name: Address: 6 I -7 Cross Street: P�-1.. v C\. V L s c� Phone No.: Bldg.Permit email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) P,&c�L -7-1 o(L Check All That Apply: Is job ready for inspection?: RY'ES ❑NO E24ough In ❑Final Do you need a Temp Certificate?: DYES ❑NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground LateralsD1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx In s%J FrQ Ir Scott A. Fussell 01- 116, ST0IKMWA\TEIK SUPERVISOR - AWA\N A\(Gl]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) Mn Fr?, ' DOES THIS PROJECT INVOLVE ANY OF THE FOIL NO: { Yes No (CHECK ALL THAT APPLY) SEP 2 8 202 I ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ; rq+�j:.`TP.I ®[:1B. Excavation or filling involving more than 200 cubic yards of)material 1 within any parcel or any contiguous area. ❑❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal, t erosion hazard area. ❑Q E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. �]❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square i feet or more, unless prior approval of a Stormwater Management 1 Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management.Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other)] S.C.T.M. #: D000 Datistricte I NAME: , C 'l -ennm q2 9 5 ➢ q, 2 2P 7 I Section Block Lot I FOR BUILDING DEPARTMENT USE ONLY**** Contact Information �^ Mkph-N-b.) Reviewed By: - - — — — — — — — — — — - - - - i; f' I —Date. Property Address/Location of Construction Work: !! — Approved for processing Building Permit. (o1—+15 Oregon Qd !' ® Stormwater Management Control Plan Not Required. CU�1C1nonUC� Nil { — - - - - — — — — — — — — — — — — Stormwater Management Control Plan is Required.- 1 equired:1 0 (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 sul�q CHAPTER 236 (Property Owner,Design Professional,bent,Contractor,Other) "— '' —6„— QO �r NAME: Cj-01f OC ( 95 Stormwater Management Control Plan CHECK LIST _e o� �Mn) SemonBlock Lot � z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pima Pant Date: * The applicant must provide a Complete Explanation and/or Reason for not providing Sltr--al y-duc 9 Zy ZD dol>�[ all Information that has been Required by the following Checklist! ` Signature Teleonm Number, 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! NA show all of the following items: YE NO If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total'Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 'tco,n ouc-c SO'- e"'A ar,�1 CvrCcc:r�l6 e. Limits of Clearing& Area of Proposed Land Disturbance. 0� f. Existing& Proposed Contours of the Site (Minimum z Intervals) COq vne-c elegy -tlk-S g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. . I. Location of proposed Swimming Pool and discharge ring. 0 j. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area W. 0� 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0 b. Construction Entrance&Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY**** ! Additional Information is Required. Reviewed& ! Stormwater Management Control Plan is Not Complete. f Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: ! SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 Town Hall Annex �® G� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CO _ Southold, NY 11971-0959 �. . a BUILDING DEPARTMENT ;NOTICE OF.-UTILIZATION OF-TRUSS TYPE::CONSTRUCTION..PRE-ENGINEERED; _^- WOOD CONSTRUCTION ANDIOR-TIMBER CONSTRUCTION_ Date:. 09/04/20 J Owner: Charles Bank Location of Property:.. 6175 Oregon Road, Cutchogue, NY Please take notice that the (check applicable line): New commercial or residential structure x Addition to existing commercial or residential structure x Rehabilitation to an existing commercial or residential structure 4 { to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X 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 ' form):. Francesca Brennan (AMP Architecture), Capacity(check applicable line): Owner x Owner representative TrussReg15.docx Effective 1/1/2015 FROJECT I ZONING DATA TAX MAP # 1000-95-I-4.2 --- N43055101�IIE --------------------- -------500.00 ------ ZONING DISTRICT AG/G i =sb' EL=ss1 LOT AREA 174,209 S.F. (4 ACRES) 1 1 FEMA FLOOD ZONE X WETLANDS DISTRICT N I I DEC DISTRICT N 1 1 EXISTING PROPOSED 1 1 FIRST FLOOR AREA 1850.3 2,122.3 1 1 SECOND FLOOR AREA I,--75.4 1853.3 i BEDROOM COUNT 5 5 1 1 LCT GJVERAOZ I I W DESCRIPTION ,AREA � LOT I � I w COVERAGE I I (jl � TOTAL LOT AREA 174,205:0 -- --F. 1 1 NO EXISTING HOUSE 1,850.3 S.F. I.1% N Q r . EXISTING COVERED PORCH 382.5 S.F. 0.2% Y 4 v► I , PROPOSED ADDITION 2-72.0 S.F. 0.290 PROP05ED DECK 582.2 S.F. 0.390 I I EXISTING FRAME BUILDING 1 —1:741.5 S.F. 0.490 I I EXISTING FRAME BUILDING 2 \ 2,c100.1 S.F. 1.-790 I �L 1 EXISTING DECK ® BUILDING 2 1,009.2 S.F. Ob90 I i gi I EXISTING POOL \ 1,048.0 S.F. 0.690 \ TOTAL AREA OF ALL STRUCTURES \ 6'729.2 S.F. _3.990 AREA OF NEW ROOF PROPOSED 1,110.9 S.F. i MAXIMUM COVERAGE ALLOWED - 20% EXIST.DEGK� I ! DRAINAGE SYSTEM CALCULATIONS ROOF AREA (PROPOSED)= 1,111 SCL. Ft. ' "c- ST- 1 ' 1,111 Sq,. Ft. X 0.1-7= 189 I -- 189/42.2= 4.5 VERTICAL FT. OF 8' DIA POOL i2EOUIRED i EXIST.FRAME \'1 PROVIDE (1) 8' DIA. X 3' STORM DRAIN POOL 4 1 BUILDIN6 (1) 8' DIA. X 2' STORM DRAIN POOL 11 I I I DRYWELL/DRAINAGE STRUCTURE NOTE: 1 i 1 I A MINIMUM 10' SEPARATION IS II j REGU I RED BETWEEN WATER SERVICE LINE/LATERALS/MAIN5/5EPTIC/LEACHING I ul /SEWER AND THE EDGE OF ALL ! I STORMWATER DRAINAGE LEACHING I C37WP -ICRTeiGlw+ / 1 V1 j STRUCTURES 0 � I DRYWELL DRAINAGE STRUCTURE NOTE: ' I I "-! ------- A MINIMUM 10' 5EPARATION 15 REQUIRED BETWEEN FUEL STORAGE a TANKS (BELOW GROUND) AND THE EDGE OF ALL 5TORMWATER DRAINAGE LEACHING STRUCTURES LEADER NOTE: M �` r\ ,A ,�0- CONNECT ALL LEADERS COOMING �/ �a�,N O p C� FROM GUTTERS TO NEAREST 1 6' ipW/ 10'MIN.1 1 e'�"'fd✓`c1; '..UI DRYWELL. I MILL I ¢ ,��� I 0. . SITE LAYOUT NOTES: I. THIS IS AN ARCHITECTS SITE PLAN PROF15 I 'Q �37AQ�a �` SUBJECT TO VERIFICATION BY A LICENSED J �' i T �F-N ��,� SURVEYOR. THE INFORMATIONo ,, MODFRAME I2OERY 1 HOUS REPRESENTED ON TH15 51TE PLAN 15 TO THE ( j I V ARCHITECT'S BEST OF KNOWLEDGE. \\\\\ PROJECT: 2. 5URVEY INFORMATION WAS OBTAINED 182s' rla� FROM A SURVEY DATED OS-02-2013 AND 1 b" r�K` 1 EXIST.25TORY 175 OREGON ROAD FRAME HOUSE PREPARED BY: LLC - RESIDENCE JOHN G. EHLERS 6 EAST MAIN STREET RIVERHEAD NY 11901 REPAIR N 1 cpm j 1 6175 OREGON ROAD 631-369-8288 I I CUTCHOGUE, NY 11935 r I R I $ N 1 DRAWING TITLE: STORMWATER MANAGEMENT PLAN --- IEL52�— I - 1 , -----541°21 '3�T ------- - -- -- _------ _ _ _ _ ,j �_=5-1 Y V 500.561 -- \ -:�. SEP, 2 8i!c0 PAGE: DATE:09/23/20 1 OF 2 51 TE PLAN 5CALE: 1'-0" = 40'-0" 5UT SUFFICIENT TO i<EEF 5EPIMENT ON 51TE HA'(5ALE5 ANr�) OR 5ILT FF-Nr-,INO rz V Lu cj LL1 DL OL zl� Ns! LLj =3 0 uj 0 0 OF COMFAOTED REANCE-FOUNPATION r,,ONSTRUOTION ENT 5/4" 5TONE BLENI�� OR N."r. 5TATE r�).07. AFFROVEO) 6E NQ FILL To IV' (MIN.) AE3O\/E EX15TINO OFAr7)E FOR r��RAINA f TEMPORAR"( CON5TRUOTION ENTRANCE 5UBIJEC17 FROFER7 5CALE: 1/4" 1'-0 24" DI A TEFZ $�kST AMFN TE NF E CONORE ,I THIE� WA F TE t TR, F AREA 0:1j: 7_ DRK ORASS SHOULDER AR�EA T'I'F. NC 7t� 4 IS) 0 Cj 0 0 cl 0 13 0 Ll rf U L3 o Ei o c o u o a n n 01 T- 11 0 m r-, r-, m m 0 51 DIAMETER,PRECA5T CONCRETE LEACHINO RINO. SEE CALOULATION5 ON PAor kNATLZK �.2-0 MIN. E R MIN. f r 7PAVEL FILL 0 ,LEAN 5AND 4 C OTION @ LF-AOHINO POOL T)OIF I CAL 5E < 50ALE; 1/4" 1'-0" ---------- -D p Z�o -zr BFEX��INO DETAIL p 'NA 500' 517E 50L)Nr�)ARNTO' 50ALF-: NTS PROJECT: 6175 OREGON ROAD LLC - RESIDENCE 6175 OREGON ROAD AN--LE =IRST STA CUTCHOGUE, NY 11935 FRE\�IOUSLY L ID BALE. DRAWING TITLE: WMAX.r- TO 0. STORMWATER MANAGEMENT IL CONTROL DETAILS -7 FLOV4 It T -4-4- -4-4-�--�-4-4--t-4-4-j-+ A=E±-L-jb" MI 4 EMBED FILTER. r-LO PAGE: MIN. 6" INTO (cs?R 0 U D 4. ----T-A -:Z Z- ON ONTOUP, 41 0,��. NOTE: SW-200 MAXIMUM DRAINAOE AREA , FEET 1/2 ACRE 100 LINEAR IN OROUND. 2 pE-BARS: 5TFEL PICKETS OR, VxV 5TAKE51.5' TO 2 LE5. DRIVE 5TAKE5 FLU5H V41TH TOP OF HAYBA =DATE-09/23 F 2 5ILT FENCE PE7AILS 50ALE: 114" 1'-0" ANOHORING DETAVSTRAN BALE DIKE DETAIL 5r-,ALE: 1/4" 1'-0" ; I : - . I I : I i I i I 51TE PLAN HATCH KE'7': " i 0) �� I 9= I I � : ! 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(3\ � (3\ �, 1: I �� � 1/1 ; ! I uj \ �! ZONINO D15TRICT �! Ar,lr-. I : i 'I I � / !� __ ! - �� ) � I BEAM CONNECTION PATTERNS III- I �! 11 / A, Q I i 6 1! e ! I I <A 3: I j KO I : ( LOT AREA �� 4.0 ACRES �� I ) i � � FIREBLOCKING DETAILS 11 I \ I i� �i I 11 0 11 � I . _j i i (3\ 1, .. ____ - - - - � � � I I I Ix ,I' , - 13\ i l � I - / L: ! !, . - _­- -------- ___1-------- ___ -.�,-------------- ----------- --,- - _ _ ,I i : : z CofO - ZIO&.25 I 12/190cll i . - - - __- -____ ____ -------- 1`111 I I : i ( < � " _ _ - ___ __ - _ - __ __ - 1� � __ - - - _1 - - � 1, — i . ��;-,­�'... ,,,�'�� i i : � " :i � \ � A- 101 .01 I PROPOSED DEMOLITION PLANS < ., — ; = 1, i i �! I . I I -",- I � I - -1. , I : ! i 1, \ - 1. - I ! �, CofO - ZlcWTO 10/25,ol i 1 I I . . I .� -- I.`L"': � ­­ ,I, ­ \� � i � �i i / � i '.1 L � , , ­ - ii I i I , I_�­_- ,�', 1, i � i rn I I i '� - I 11 I Al ! � 1 ) .­,"' , . 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I I � � I - __ - I - - I <A i 11 � ; \ :, i . t l i � � : : I i i : � , 1 - 105.01 � i ; I � I I / �, FEMIA FLOOD ZONE X i�I ) A ! PROPOSED FOUNDATION PLAN 1 < ! I A � � 11 -,-----,-,---- � i � I i �1_1_--_________ __ ------- I----- ______-__1" : ; 11 I � � I Al : I I \ i / ! I � i i I 1\ :, � I - I .- - I ­­­­­ ­ ---_-111i,I——­­­----_._____.__1_­­I I I—- -I-1 __ I ) ! i -7-- i � I / 11 : l ; l I I I . I I �! :: I ( I 11 ! � A � i � ! � l HABITABLE SPACE EX15TINO i i 1 / i 2 � : : / ,: i \ � I I I I I I I i ; ; I � _ ; - I- - --- __ - - - ­ __ I , i __ - --- - __- ___-.----­____-- -__________--- �\ � I I � � �! 11 i � . I ! I I i i I 11> 11 ! I � � � �I \\\ I 1 1,550.5 S.F. � 1,550.5 S.F. I / ! --- ____ - ____ __I -PROPOSED FIRST FLOOR PLAN ______ � � i I I I : FIR57 FLOOR AREA ; I I � A- 104.Oi - - -- __ ___ __ - - ___ _ __ i � � I I \ - - !: �iL - - I / ! 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FRAME 1! . ! � I� I "I IDE5�11RIPTION (FOOTPRINT) I AREA i � ( � � Li- , 11 I I BUILDIN5 � s i i � � � � - . ___.____ _____ ­ � < 1 1 iI ! I j I ) \, . � ______ __ , _ ___ ------------ ____ - ------- ,- ----,----,---- ___ __ __ � a 1, - !! - I , - _--i , > z I ! i � I I �i I ,,, I PROPOSED ROOF PLAIl -I I p 1 i � I " ; �i ;i A- I 06 .0 I i i i i ! TO7,e\L LOT AREA :I 1-14,209�.O S.F. �I i � U) , I i ! : I ,\, i� ,� � I" A R I � 1"� - __ I i - __ li I � : I I ; � I 11 !I :1 1, : w ,1 : EXIS71NO BUILDINO PV i � : 1 < , 1: . - i i I I " I 1,&50.5 S.F. �� 1.1% i : i Z ! i , I � 1! ) I I � RENOVATION d �! I/ � l ; : I I � - - - ! - - - I :1 ; I 1 2 1 I , i i 'k ! I � � . I I I � II I ", �i :� i: <,\ j - - ­ I— - � ___ _ _.___ __�__ --- ---..- --- ----- --------.-- __ ___ ----------- ------------- ---. ---...---; t �_ i I i ! I / :� EX15TINO COVERED POIi ! 5&2.5 S.F. 1! 0.290, �i \ � ! i ') � � i I - , 1 I 11 i I ! to i i I / i I ) : A-201 .01 I PROPOSED EXTERIOR ELEVATIONS : a � � I I i � I � I 52-7.5 S.F. 0.55yo �� ! i < I i I , MODIFIED DECK / i 1� I i I / I I i 1_�� � ii " __ I � � \,� i 1 �2 a-- 1 i \ � 'I z < I � \ 1 __ - -. /. \ i � i ! . i UJ 1 W � � , -741. i 6 i \\ ; � I �," I (11 I i / : EXISTINO FRAME BUILDINO I �� 5 S.F. 0.4% / I u� k __I I - I . - � � 2 � It I � I I i i! �i i i --A I M� I F-XI571NO FRAME E3UILDINO 2 2,1100.-I S.F. 1 I.-7% i ) A, � � I _/ :F �: i I __(� I 11 !� � - - _. ._. I i \ -� ­ l� - � I I > i� / \�, - __ ­-------------L---------.----�--�----------,.- - _.____ - - -- - \ 0 LU i I I u I I I/ : : /I i 0 ! � , EXISTINO DEC< a BUILI�>INO 2 i 1,00cl.2 S.F. 0.6% Ili / � i Z �- -- --- __ I _I-___________________ 6 i I () 1/t --- - ____ �:! I - - 1, 1 A-.2o2.01 i PROPOSED EXTERIOR ELEVATIONS -::,;__ _]�- _ _� ii I ! � i� : �! �, i � ul � I I z EX15TINO POOL 1,045.2 S.F. ii ! 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I � "' ,� -1"A,�4_ I ,�,", -'�,I- ;,X,;,��":�",:���'111� I , �tll, ,"L 11'.� , t�',�,�, I , , _� , � , "" _,O,_;� (b EAST MAIN STREET , ,� i-"I \ _ - "Ali'i i X I"I _,_, I , � 4 . � I 'iti, , , _ , I , -11- e"�, , , - -, 1'�, , �"". , "" - " 11 I— - RIVERHEAD, NY Ii , , - , ��... -�YMLL_���i�,\ ,,��.4"'Nml,.",�, r ,X_�_ ,,��­�,,��,.�:',�-E �,�A.'& 1. �: \ �.........11­mkz�p z, , , �,7z � ,_, '' " , ,� � ,��, , , / t ',, ,",A6 , , __m _", zz / I . 1--__:.__,� ..� - .11 -9&cf-,e>:255 � " ,z - //I I 631 - 1� / i . =j*4100*6�­11N � ( 1101110"ftl rmmmmmm%o&l r m. u j I' , 41, Ar 7% 11 Ic .1 , KI , , I � -`* 16 'A , i� .,_ , I " ii, 1 ,�il I L "� , I ��, � . l� ; s � "' I g4 I- 11'� . - . — . 7 NE "i " , ` "I �;_ N 'III, I. �­��i - ( I , ­- - , __1 . , � , - !!: �=, G R ["- L .SITE FLAN I LOC.,ATION MAF � __1__1_.-______.......____11._1__- - z-______1_1__-- 4 I 5r-,ALE: I'-O" = 15'-O" SCALE: NITS ., 1-11- I 11 I � I A I .. � ; OENERAL 5*%rt,-150L <E"',r : NEN PARTIAL HEIOHT EX15TINO TO BE DEMOLISHED HOOD FRAME (L.6. STL. uj Z C) Lij 1714 NHEN APPLICABLE) _j EXISTINO TO REMAIN NEN FOUNDATION HALL Lu NEk4 HOOD FRAME (L-6- uj >_ STL. HHEN APPLICABLE) 2� NEVq I-HR FIRE RATED MIN. (2) Vx4" 5TRUCTURAL V400D FRAME (L.O. 5TL. P05T FOP, 4" NALL5 --J NHEN APPLICABLE) (MIN. (2) Vxb" 5TRUOTURAL 11-— LO �f. P05T FOR 6' NALL5), U.O.N. IX 0) 0 NEV4 2-HR FIRE RATED 0 C) o HOOD FRAME (L.5. STL. CL Lo m HHEN APPLICABLE) >_ It m C) F- z Lu ,> oc) > C) Z (D _j z >: 4 Z -H —i c� LL UJI (D Lo W T-1 EXIST. FRAME 11- Lo DECK Lu Lu II-- EXIST. _j ['I I f I EXIST. BATHROOM T jo tuil Y EXIST. EXIST. SPA > HALLNAlr CH -T'-I" EXIST. EXIST. KITCHEN CH V-I" ............ EX15T.. LAUNDR-r' 1 1 1 ALL EXI5TINr7 CABINETS, ROOM I � 1.-:7 FLUME31NC-7 FIXTURES I APPLIANCES TO BE REMOVED L -1 z EXIST. CRANLSFIAOE -I r 0 0 Lu EXIST. OL. 0 z EXIST. ZW5" lb" O.C. LLI 0 BE z ALL DOORS TO Br 0 0 Li z w w cu 0 U z EXIST. DININS ROOM > EXIST. w ir T-i OL. SXL) L;j Lu Lu TA tz 1—ci kj (A 0 x lu lu 4` PROJECT: CELLAR E3 INH 6175 OREGON ROAD EXIST. LIVINO ROOM V, EXIST. ry LLC RENOVATION 4"XT' BEA EXIST. 6175 OREGON ROAD CUTCHOGUE, NY 11935 EXIST. x =X HALLAA`r EX15T. 5TUDr PROPOSED DEMOLITION PLANS 3� > tu tu ul 0L EXIST. 5TORAOF lu lu PAGE: lu A =F_ so A-1v EXIST. EXIST. EXIST. EX15T. 2'4"k4X5'4"H D.H. 2'4"PqX5'4"H D.H. 2'4"NX5'4"H D.H. 2'4"V4X5'4"H D.H. DATE: 06/18/21 5 OF 15 EXIST. cc\/ERED FORCH / A \ FROPOSED DEMOLITION FLAN "P� 5r-.ALE: 1/4" 1'-0" lt/OKV� 4"o ..............--------- z...................... OEI `4E AL S I I " 150L < I : Q U NEN PARTIAL HEI6HT - - - - WOOD FRAME (L.G. STL. I— EXISTING TO BE Dl-MOLISHED `W = N Z O WHEN APPL I GABLE) J N" EXISTING TO REMAIN W � NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q LU >- STL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL = Z WOOD FRAME (L.G. 5TL. El POST FOR 4" WALLS —� J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL I— In Y P05T FOR 6" WALL5), U.O.N. O NEW 2-HR FIRE RATED 0O O WOOD FRAME (L.G. 5%. a' Lo w WHEN APPLICABLE) Z It m O Z Q W J J 00 Z M Co Z >: 4 w ZN U- WCo Lo w ri r- Lo r-I _ O s LUi' 4 2 "NX5'4"H D.H. LU -- -- L U i r J EXIST. b Ln X- W(V EXIST. GL. I I II I EXIST. MASTER ` BEDROOM EXIST. ATTIC GH V-3" j I -v ! x- I I w" , ALL DOORS TO 5E REMOVED Z f I, It � O O EXIST. r 2'4"AX54"H D.H. I X Z lo \> EXIST. Y "r F 1 } = t2 0 O H EXIST. - o N BATHROOMcr w uj u, X -Ao LU N- � Q X -3-- I- -- - ' ~ EXIST. OFFIGE v z o Lu > --- BEDROOM EXIST LU 1f3 l I EXIST. PROJECT: EXIST. t� LLI^!AY GL. - -_ EXIST. � _ XZ GL 175 OREGON ROAD - - �,I LLC RENOVATION ( - L m 6175 OREGON ROAD �? CUTCHOGUE, NY 11935 +1 + I EXIST. @Q I EXIST. 1 Q BEDROOM w _ _ BEDROOM o DRAWING TITLE: z a ry * PROPOSED DEMOLITION PLANS r o � I LU N XW cV W N f tr PAGE: EX15T. EX15T. EXI5T. EX15T. EX15T. 2'4"WX5'O"H D.H. 2'4"WX5'O"H D.H. 2'4"WX5'0"H D.H. 2'4"WX5'O"H D.H. 2'4"WX5'O"H D.H. Elz upw A ®I ■ r DATE: 06/18/21 6 OF 15 FROFOSED 17EMOLITION PLAT SCALE: 1/4" = I'-O" s r � f df_. OENEI;�AL 5**�r�150L <E*Nr : NEN PARTIAL HEI5HT EXISTINO TO BE DEMOLISHED HOOD FRAME (L.05. 5TL. uj CN Lu HHEN APPLICABLE) T-11 EXISTINO TO REMAIN F- T-i LLJ NEN FOUNDATION HALL NEN HOOD FRAMIE' (L-5- Lu >- STL. HHEN APPLICABLE) NEN I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 0 3: NOOD FRAME (L.5. 5TL. P05T FOR 4" HALL5 P HHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo SE P05T FOR b" HALLS), U.O.N. 0) C) NEH 2-HR FIRE RATED 0 0 0 HOOD FRAME (L.O. 5TL. 0- Lo w HHEN APPLICABLE) >- co z 0 PROVIDE 5" (MIN.) CONC. COVER FOUNDATION PLAN NOTE5 OF ALL REBAR NITHIN P. CONC. r4 z < �1, uj PROVIDE STRAPPINO t NAILINO FOUND. HALLS P. CON0. FT&S. AS PER CONNEOTION 'D' IN TYPICAL P. CONC. FOOTINO 4 NALL CONSTRUCTION: "TYPICAL NAILINO/5TRAPPINC7 1.-0.. 00 . (2) 2"xb" P.T. SILL PLATES W COPPER TERMITE5HIELD --.71 > REWREMENT5 FOR, UPLIFT, -4Y T-4Y 51LL SEAL SHEAR, $ LATERAL RESISTANCE" .2 .2" T--4Y:2"-- :2" . ANCHOR BOLTS AS FIER PASE 6-005 ON PAOE 0-005 0 EA. STUD. TA 0 P. CONC. FOUND. NALL AS FIER DETAIL UPON )z -H NEN (3) P.T. 2 Xlo.. 4 0 P. CONC. FOOTINO AS FIER DETAIL Nr7N 75)-7 :27xi z > 0 ASPHALTIC MASTIC DAMP FIROOFIN5 TO EXTERIOR DROPPED 5M. < Z Tq 0 B.O. FOOTIN5 5'-0" BELON ORADE MIN. NEN (1) Vxb" F.T. SILL PLATES FLOOR SYSTEM AS DROPPED 5M. m 0 1/2" EXPANSION JOINT 6 PERIMETER OF SLAB (NHEN UPON SILL SEAL UPON COPPER NOTED ON PLAN LL -i c� LLJ (D APPLICABLE) TERMITESHIELD Lo w T-i . AIR ENTRAIN P. CONIC. FOR PORCHES /PATIOS Lo STOOPS (NHEN APPLICABLE) 0 MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET ri _3 0 FOR HEI6HT OF NALL 4 SLAB (NHEN APPLICABLE) NEN 5/5"oP HOOKED i ANCHOR BOLTS 0 511" O.C. v41 5" SOUARE PROVI:�E INSULATION It 4 24"xI2" DEEP P. CONC. CONTINUOUS FOOTINO KA5HER 4 ENDNUT BETI^EEN CAVITIES AS FIER NOTED DETAIL (TY'F) PEP, E EROY TABLE 130 LLJ (NHEN A%PPLICABLE) DROPPED BM. (TYP-) NEN 4" THK. P. SONC. SLAB v41 b"x&"-I0/IO N.N.M. -6 T "A 15, --2 REINFORCEMENT AS PER DETAIL @) NEN 5/5"0 HOOKED LLJ ANCHOR BOLTS 0 NEN (1) Vx4" P.T. SILL PLATES 501" O.C. N1 5" 5aUARE FLUSH MOUNTED HANOER5 UPON SILL SEAL UPON COPPER NA5HER 6 ENDNUT 1. PROVIDE 5IMP50N BRAND FLUSH TERMITE SHIELD MOUNTED HANOER5 TO MATCH DEPTH OF PROPOSED FLOOR JOIST (TYP.) NEN LEDOER #4 HOOKED VERT. REBAR a 45" 0 FOUND 4 POSTS FOR ND. PECK: NO. F.T. P05T 6 P. CONO. FIER UPON FOOTINO AS PER 11" , DECK DETAIL (TYP.) MAT(H NEN BASEMENT V41 NDON5 NEN EX1571NO 70 EX15TIN6 BASEMENT TYPICAL LEr�)OER BOARD 0 EXT. DECK: 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS L P. CONC. FOUND. NALL :2. SECURED W (2) 5/e?" 0 x 5" LON& H.D. &AL. LAO 5OL75 a lb" 0.0. (MIN. 4,000 P51) EGUAL) 5. INSTALL H.D. OALV. -1015T HANOER5 E3Y '51MF50N' (OR 4. PROVIDE FLA5HIN5 TUCKED UNDERNEATH SIDINO BENT OVER TOP EVOE OF LEDOER BV. 11 #4 HOR. CONT. REBAR a 5. SEE NOTED DETAIL TOP, MIDDLE, $ BOTTOM OF NALL (5 TOTAL) NEN ELECTRICAL PANEL: BA5EMENT �ajj FX15TINO ELECTRICAL PANEL LOCATION P. CONIS. CONT. FT5. HATER HEATER: (MIN. 4,000 F51) w NEN N.H. LOCATION;ALL INSTALLATION AS PEP, NY5 u PLUMBINO COME > (5) #5 HOR. CONT. REBAR 1I (A HALL-HUN5 BOILER: L NEN NALL-HUN5 OAS BOIILER LOCATION (NAVIEN NHB 150000 BTU) ALL INSTALLATION AS PEP, NY5 4" P. CONO. SLAB PLUMBIN& CODE z SMICO :2 AIR HANDLER: A-iO2 a. NEN AIR HANDLER LOCATION (AMP R410 5.5-ton; r nu A-501 PROV. I&"xIe>"xI2"D. FT6. 0 MODEL# DORMA5c1455005) -.sT -OUR MONO NITH SLAB; 0 NEN Alr- CONDENSER (FUJITSU R410A 5.5-ton 16 SEER; e> mL POLY f LA- MODEL# 1`04216050NBA);PROVIDE CONDENSER PAD MOTTURE RETAFt�,EP Z.......... A-501 0 PROVIDE 5.5" STEEL COLUMN TO HDR. M 'A" ORAVEL BASE -0 X HATER HELL FILTRATION: Lo Ly�_FUSH Ln x NEN KATER FILTRATION LOCATION;ALL HEADER LEAN 7........ INSTALLATION BY 545 MERMAID z 11 Z",:COMP,�Ir-(�T FILL' - i I I RI a i 0 IA-102 NEN LAUNDRY ROOM: ........... (12) Tr a i 1. NEN NASH / DRY HOOK UP (5TACKABLE) 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 16-:2" < W/ SIZE OF EOUIP. 5.PROVIDE HOOK UPS AS REaIS PER MANU. FCUNr�)ATICN NALL DETA I L :22 F USH 1::::T.._=: V z < :2--x7z,75R. A-105.0 1 F 50ALE: 514" 1'-0" DR'YER EXHAUST NOTE: VENT o w 1. DUCT SHALL TERMINATE TO EXTERIOR z 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY PROVIDE 5" (MIN) CONIC. COVER > OPENINC75 OF ALL REBAR NITHIN P. OONO. qII w ,ONC. FTOS. PROVIDE STRAFFiNO t NAILIN& 5.DUCT 51ZE AS PER MANU. FOUND. NALLS 4 P. C cr 1 q AS PER CONNECTION V IN PROP '15r-p - ------ -------- 4.DUCT SHALL BE EOUIPPED Pq/A BACKDRAFT DAMPER 12 i "TYPICAL NAILINO/57RAPPIN5 24" SINK 04 5. TRANSITION DUCTS SHALL NOT BE CONCEALED NITHIN -LIFT, CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEM BETNEEN CAVITIES SHEAR, 4 LATERAL RES15TANOE" PER ENEROY TABLE < CONSTRUCTION. FLEXIBLE TRAN51TION DUCTS USED TO PROVIDE INSULATION REGUIREMENT5 FOR. Ul Lii SHALL BE LIMITED TO 51NOLE LENOTHS, NOT TO ON PA5E 6-005 a EA. STUD. 10 EXCEED B? FEET AND SHALL BE L15TED AND LAE3ELED (NHEN APPLICABLE) IN ACCORDANCE V41TH UL 215eIA. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIOID X FLOOR, SYSTEM AS NEN (2) 2"xb" P.T. SILL PLATES PROJECT: METAL W SMOOTH INTERIOR SURFACES NITH JOINTS NOTED ON FLA UPON SILL SEAL UPON COPPER RUNNIN& IN THE DIRECTION OF AIR FLON. EXHAUST 12 EXIST. DUCTS SHALL NOT BE CONNECTED NITH SHEET-METAL TERMITE SHIELD SCRENS CELLAR 6175 OREGON ROAD -1. MAX. LENOTH SHALL NOT EXCEED 25 FT FROM DRYER X X LOCATION TO THE NALL OR. ROOF TERMINATION. THE NEN 5/5"0 HOOKED ANCHOR lu lu BOLTS a 5q" O.C. N/ 5" SOUARE 5 NH MAX. LENOTH OF THE DUCT SHALL BE REDUCED 2.5 NA5HER 4 ENVNUT LLC RENOVATION FEET FOP,EACH 45* BEND AND 5 FEET FOR EACH �tO* BEND. THE MAX. LENOTH OF THE EXHAUST DUCTVOE5 NOT INCLUDE THE TRANSITION DUCT. 4NT' BEAM 'k. 6175 OREGON ROAD CUTCHOGUE, NY 11935 #4 HOOKED VERT. REBAR, a 495" O.C. AII DRAWING TITLE: REFERENCE NEH AREA IN PROPOSED FOUNDATION PLAN FOUNDATION DETAIL I ON PA5E A-102.00 TO FIND ORAVE THE SILL HEI5HT FOR HALL X a I-xu lu X, PAGE: P. CONO. FOUND. NALL (MIN. 4,000 PSI) ASPHALTIC EXIST. STORAOE MASTIC I DAMPEROFINE --------------- A-I A` *10' #4 HOR. r-ONT. REBAR a TOP, MIDDLE, $ E30770M OF NALL (3 TOTAL) ........ U 18/21 lb-............... DATE: 06/ 7 OF 15 P. CONC. CONT. FT0. (MIN. 4,000 P51) l'a (5) #5 HOR. rON7. REBAR 11, ----------- ................. 4" P. CONC. SLAB N, POLY - M015TURE RETA *A, R.DER 1 4" ORAVEL BASF I PROV. CLEAN FROPOSEL.) FOUNDATION FLAN COMPACT FILL All 50ALE: 1/4" 1'-0" H 4z t 1:62 OU`Nr�)ATICN NALL PETAIL I-01i 50ALE: 5/4" 1 5ENE1;R,AL= NFEN PARTIAL HEI(5HT o EXISTINo To E3F. DF-MOLISHEEM NOOD FRAME: (L.O. 5TL. LLJ D CN LLI ?qHF-N APPLICABLE) IH 1=-XISTINO TO REMAIN rq NFEN FOUNDATION NALL NEN P400P FRAME! (L.O. Lu >- 5TL. NHEN APPLICABLE) m ;� NEN I-HIR FIRE RATED MIN. (2) Vx4" STRUCTURAL NOOD FRAME (L.O. 5TL. P05T FOR 4" KALLS 2 NHEN APPLICABLE:-) (MIN. (2) 2"xb" STRUCTURAL L0 �c P05T FOR 6" NALL5), U.O.N. a) 0 NEN 2-HR FIRE RATF-D 0 C) C) V400D FRAME (L.O. 5TL. L0 w NHEN APPLICABLEE) z i FLOOR PLAN NOTES v� z Ld DOOR NOTF-: A/C NOTE: 00 1. INSTALL NEN INTERIOR DOORS NHEN CALLED 1. EXIST. AIR HANDLER 4 PUCTNORK > iii C) (D -ED z 0) OUT ON PLANS BY 'JELD-NEN' (OR EOUAL). IN ATTIC TO BE REPLAr 2.INSTALL NEN EXTERIOR DOORS NHEN CALLED 2.RE-ROUTE 4 EXTEND COOLANT OUT ON PLANS BY THERMATRUl' (OR EOUAL). LINE AS REa'P FROM A10 COND. 0= =0 5.DOOR TYPE TO SELECT NEN 5"x12" DROPPED EM. (CEDAR) z >: 4 4.INSTALL AS PER MANU ePEC.'s AIC CONDENSER: NEN Z ri 5.PROVIDE (2) 2"xe," HIPIR., U.O.N. 1. REMOVE 4 REPLACE EXIST. AIC CONDENSER 4.SEE PAOE 5-005 FOR ALL OTHER FRAMINO 2. 51ZE CONDENSER BA5ED ON NY5 MEOH. CODE. TRELL15 LL -j c� ELEMENTS AROUND DOORS (TYIFI. FOR ALL) U.O.N. 5. PROVIDE PROPER TONNAOE TO ALLON FOR COOLINO (Z Lu (D OF ENTIRE OU. FT. 0�'3 Lo cr X-i NEN IN2" CEDAR. b STAIR 4 RAILINO NOTE: 4. INSTALL CONDENSER ON CONO. PAD [�- =) u) I R.R. a bl, 0.0. (TOP) 0 91. ALL NEN STAIRS SHALL HAVE MAX. 1-5/4" RI lu 06 z Lu T-1 MIN. 10" Tr - RI5ER5 SHALL BE CLOSED HF-A71NQ NOTF-: 2. 42" HI&H OUARDRAIL 6 SPINDLE SPAOIN6 1. NEN BASEBOARD HYPRONIO HEATINO SHALL BE NOT TO ALLON PA55AOE OF A 4" (P SPHERE; INSTALLED THROLJOHOUT DNELLINO. NEN 5N12" DROPPED 5M. (OF-DAR) =1 56" HIC7H HANDRAIL 4 SFINI;)LF- 5PACIN(9 NOT 2.PRECISE PLACEMENT 4 BASEBOARD LENOTH5 SHALL 7 TO ALLON PA55AOE OF A 4" 0 SPHERE BE PE516NED BY OTHERS. REPLACE DECKINO =13 LL1 5. ORIPPABLE RAIL AS FIER CODE NEN EXHAUST FAN SHALL BE IN5TALLFP INHERE NOOD FRAME STAIR: VENTILATION 15 NOT MET BY MEANS OF NATURAL 1. SEE NOTE AE30VE FOR STAIR 4: RAILINO INFO. CIRCULATION THROUeH ININDON5 OR DOORS TO 2.RAILIN55 SHALL BE NOOD OR PVC. OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION LL1 405.5.2.5; INSTALL AS PER MANU. 5PEC5 DETACH AND RESET ALL APPLIANCES, CABINETS, SMOKE DETECTOR / 00 DrzTE:CTOR NoTrz5: BATHROOM FIXTURES, ETO. 1. CONTRACTOR SHALL FR&VIDE'OODE COMPLIANT SMOKE /CARE30N MONOXIDE COMBINATION DETECTOR (Z II.V15"LVL HDR (2) 11.515"LVIL HDR HARD NIRED TO EACH OTHER w/ BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. 5PEC.'s 10 ALL NEN FLUMBINO FIXTURES TO COMPLY NITH PC 405 5.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR, SAL CODE -5, IN COMPLIANCE V41TH LOC NEN FLOOR: 4 1. NEN J" PLYNoom SUBFLOOR BENEATH (CLUE 4 SOREN); KINDOK NOTF-: SCREN PERIMETER OF 5HEATHINO 4" 0.0. 4 12" 0.0. a 1. ALL NEN NINPON5 $ DOORS SHALL BE ANDERSEN INTERIOR. a) a- \> 400 SERIES CASEMENT, VOUBLEHUN5, OR OLIVIN5 2.NEN FIN15HF-D FLOOR PEP,H.O. SELECTION (AS NOTED); INSTALL AS PER, MANU. 5PEO.S. FOR 5.-ql�- 4--O"--� SUBSTITUTIONS, SEE NOTE #cI IN "67LA55 HINDOI,6 NEN 4"x5" ALUM. DONN5POUT (TYF.) AND DOORS" ON PAOE 6-002 IF CASEMENT @ HINDOV45 - ALL OSMNT NNIPINS SHALL HAVE 241"1 STRAI5HT ARM HIN&E NHEN KITCHEN :2.IF DOUBLE HUN6 - ALL DEL. HUNO NNDN5 TO BE OUTTER HIOH POINT (TYP) 5ANOUTTE TILT KASH 5.ALL OLAZINS NITHIN 15" OF FFTO BE TEMP. 6L. NEk4 LIVINO HOOD -005 FOR FRAMINC? ELEMENTS AROUN12 TANK ABOVE 4.SEE PAOE a PROPANE: ROOM NINDON5 (TYP. FOR ALL) U.O.N. INSTALL NEN 1,000 &AL. PROPANE It EORE55 NOTE: IN COMPLIANCE NITH NFN YORK STATE BUILDINO 4 KITCHEN CODE, SECTION R310.2.1;THE FOLLONIN& MEANS OF f/ EORE55 SHALL BE FOLLO]k�ED: ci -n NET CLEAR OFENINC7........... 5.77 S.F. L NET CLEAR HF-IC7HT............... 24" MINIMUM 4 NET CLEAR V41PTH................. 20" MINIMUM I I'-OJ/:2 i z NEN LAUNDRY ROOM: 1. 1 NASH / PRY HOO"K UP (5TACKABLE) 2.COORDINATE LAUND. ROOM $ POOR PlM.'s A-501 N1 SIZE OF EGUIP. 0 5.PROVIDE HOOK UPS AS REGS PER MANU. u- Z 2 ILVIrp" LVIL ------------1 02 DRYER EXHAUST NOTF-: DR Ln x 1. DUCT SHALL TERMINATE TO EXTERIOR ALL NFEN NINDON5 4 DOORS SHALL BE FELLA; INSTALL AS PER MANU. 5PEC.'5. SEE PAOF- "o-005" FOR NAILIN& 5TRAPPIN5 2 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 4 DETAILS. OFFNIN05 14EN (14�R[ c il.-tr (13) R1 a ±:.7.1- ITL 5.DUCT 51ZE AS PER MANU. UP Tr a 10 :(12) :Tr �a 10" DONN NEN 1 F- 4.DUCT SHALL BE EGUIPPED K/ A BACKDRAFT DAMP�ER? KNI:�Okl CHART I A \1 KALL OVEN 5. TRAN51TION DUCTS SHALL NOT BE CONCEALED NITHIN� 5101, Td, CONSTRUCTION. FLEXIBLE TRAN51TION DUCTS USED REF. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ROU6H OPENINO NINDON DIMENSION CLEAR x SHALL BE LIMITED TO 51NOLE LENOTH5, NOT TO OPENINO z EXCEED & FEET AND SHALL BE L15TED AND LABE - - - J11NIDTH REOD: :20" FRAME 2 STORY LED TAry TYPE MODEL # I DRP. H -10. IN ACCORDANCE NITH UL 2155,6%. �� - 11 1 �HEIOHT REaD:24' <,\AREA W 55" V41DTH HEI 6HT NIDTH i� HEI6HT o Lu 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIOID L- �OPEN Iii 5.1 STUDS AT TH15 0 z LVIL METAL &.4/SMOOTH INTERIOR 5URFACF-5 H17H JOINT5 11 LOCATION LLA RUNNIN& IN THE DIRECTION OF AIR FLON. EXHAUST I A PICTURE 52142 111-111, :21-511 111-foll TEMPERED \> 0 DUCTS SHALL NOT BE CONNECTED V41TH SHFET-METAL J T. SORENS it EX15T. DININO "7. MAX. LENOTH SHALL NOT EXCEED 25 FT FROM DRY ER DOUBLE-HUNO CUSTOM V-04" 5`4j" 2' 11�" 5'-4" E611i CN oc, LOCATION TO THE NALL OR ROOF TERMINATION. TH ROOM MAX. LENOTH OF THE DUCT SHALL BE REPUCEP 2.51 NEN E3ATHROOt-I PiCTuRi=- CUSTOM V-la FEET FOR EACH 45* BEND AND 5 FEET FOR EACH qO, 0 BEND. THE MAX. LENOTH OF THE EXHAUST DUCT DOE -x-N 0 itu NOT INCLUDE THE TRANSITION PUOT. D J DOUBLE-HUN5 v-104" li Z­7�" lu PROJECT: E -oil J D.H./PICTURE 0 5-5itl -011 51 1 -511 F 7:241 0-1 6175 OREGON ROAD CK) H 0 TO 4`-1j" 41-l' DOUBLE- UN CUS M ------ EXIST. LIVINO 4" LLC RENOVATION EXTERIOR DOOR CHART ROOM lij XIST. ry I H i 141aO iv-,I�" v-w I TF-MPrzRrzv 6175 OREGON ROAD 1-011 5LVF-R '7:2aO b -all e-1k TEMPF-Ii EX15T. CUTCHOGUE, NY 11935 K j FRONT ENTRY bl-&ll DRAWING TITLE: POOR, SOHEPULE PROPOSED FIRST FLOOR PLAN DOOR MATERIAL EX15T. HALLNA`r EX15T. STUD,r Y Ll TAO DF-50RIFITION GUANTIT"r 0 NOTES NIPTH HF-16HT < PAGE: INTERIOR, - FIRST FLOOR x�t 113 Vi 11A(14 Iff la % _all lu 01 POCKET I X 1 4 0 1 02 51NOLr= 2 Z-61' x .21-all EXIST. x E EXIST. EXIST. DATE: 06/18/21 OF 15 2"4"NX5'4"H D.H. 2'4'NX5'4"H D.H. 2'4"NX5'4"H D.H. 2'4"KX5'4'H D.H. 8 05 51NOLr= I INTERIOR - SECOND FLOOR EX15T. 04 SINeLr= 1 :21-011 X COVERED FOROH 05 POC�KET 1 .21 oil x (MORE PAMAOE AND ROT < THEN EXPECTED 50 NE HAD -611 61-all O(o i, 51NOLE X TO REFLACE FOR INTEORIT',O 01 SINOLE 4 .21�511 x it P T ce> SINOLr= I x > ± 10 V1:2) M 11"Avi 50ALE: 114" 11-oll L.­­­­ 7-- 5ENERAL 5)"`K50L <E*"-r : NEN PARTIAL HEIOHT EX15TINO TO BE DEMOLISHED V400M FRAME (L.O. 5TL. Uj LU 04 k4HEN APPLICABLE) _j 1H F- ri EX15TINO TO REMAIN LLI . NEV4 FOUNDATION HALL LU >_ NEV4 NOOD FRAME (L.O. 5TL. NHEN APPLICA15LE) NEV4 I-HR FIRE RATED MIN. (2) Vx4" STRUCTURAL V400D FRAME (L.O. 5TL. F-1 P05T FOR 4" NALL5 F- _j V4HEN APPLICABLE) (MIN. (2) 2"xiI STRUCTURAL LO �c P05T FOR 6" V4ALL5), U.O.N. C) NEN 2-HR FIRE RATED C) o NOOD FRAME (L.C5. 5TL. (L U-) cr VsIHEN APPLICA5LE) >_ It* m z 0 F- z FLOOR PLAN NOTES v Uj DOOR NOTE: A/C NOTE: oo 1. INSTALL NEkq INTERIOR DOORS INHEN CALLED 1. EXIST. AIR HANDLER 4 DUCTNORK > C) OUT ON PLANS BY 'JELD-NEK (OR EGUAL). IN ATTIC TO BE REPLACED Z 2.INSTALL NEN EXTERIOR DOOR-15 P4HEN CALLED 2.RE-ROUTE $ EXTEND COOLANT rl OUT ON PLANS BY 'THERMATRU' (OP, EGUAL). LINE AS REOV FROM A/C COND. ri 0 z 4 5.DOOR TYPE TO SELECT Z Allf, CONDENSER: 4.INSTALL AS PER MANU SPEC.'5 5.PROVIDE (2) Vxa" HDR., U.O.N. 1. REMOVE 4 REPLACE EXIST. A/C CONDENSER 4.5EE PA&E C7-005 FOR ALL OTHER FRAMIN& 2. SIZE CONDENSER BASED ON NY5 MECH. CODE. LL _j c� 5. PROVIDE PROPER TONNA67 To ALLOV4 FOR COOLINO Uj (D ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. Lo m 1H OF ENTIRE CU. FT. r- Lo STAIR 4 RAILINO NOTE: 4. INSTALL CONDENSER ON CONO. PAD 0 1. ALL NEN STAIRS SHALL HAVE MAX.1-5/4" R1 4 MIN. 10" Tr - R15ER5 SHALL'BE CLOSED HEATINO N TE: [I 5PAOINO 1. NEPq BASEBOARD HYDRONIC HEATINO SHALL BE 2. 42" HI&H OUARDRAIL 6 SPINDLE 0 NOT TO ALLOV4 PA55A(5E OF A 4" 4) SPHERE; INSTALLED THROUiSHOUT DIesIELLIN5. NEk4 TRELLIS-,,,," 56" H15H HANDRAIL 4 5FINPLE 5FACINiSNOT 2.PRECISE PLACEMENT $ BASEBOARD LENOTHS SHALL 70 ALLOVA PA55A&E OF A 4" 4) SPHERE BE DF510NED 13Y OTHERS. UJI 5. &RIFFIA5LE RAIL AS PER CODE NEIN EXHAUST FAN SHALL BE INSTALLED ViHFRE HOOD FRAME STAIR: VENTILATION 15 NOT MET BY MEANS OF NATURAL I 1. SEE NOTE ABOVE FOR STAIR -t RAILINO INFO. CIRCULATION THROU&H k4INDON5 OR DOORS TO 2.RAILIN55 SHALL BE NOOD OR FV0. OUTDOOR SPACES AS PEP, NY5 MECH. CODE SECTION LLJ 405.3.2.5; INSTALL AS PER MANU. 5PECS DETACH AND RESET ALL APPLIANCES, CA51NET5, SMOKE DETECTOR 00 DETECTOR NOTES: BATHROOM FIXTURES, ETC. PRO 1. CONTRACTOR. SHALL VIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 6" Parmar-ost 10. IV:2 HARD NIRED TO EACH OTHER v41 BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. 5PEC.'s 10 ALL NEN FLUME31NO FIXTURES TO COMPLY V41TH PC 405 Column F 5.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE PqITH LOCAL CODE NEV4 FLOOR: x1o" HDR 1. NE?4 J" PLYNOOD SUEFLOOR BENEATH (OLUE 4 SCREN; NEN (2) VxIO" HDf7 NEA (2) 2" NINDON NOTE: zATHIN5 4" 0.0. 4 12" O.C. a FREE5TANDINO TUB 50REkq PERIMETER OF SHE 1042'. 1 1 _IO,-:;v2 - I 01. ALL NEV4 HINDONS 4 DOORS SHALL BE ANDERSEN INTERIOR. NE?4 FALSE VxW R.R. I 400 SERIES CASEMENT, DOUBLEHUN6, OR OLIDINO 2.NEN FIN15HF-D FLOOR PER H.O. SELECTION (AS NOTED); INSTALL AS PER MANU. SPEO.S. FOR 0 5'711 SUBSTITUTIONS, SEE NOTE #1 IN "OLAS5 NINDOV45 NEN 4"x5" ALUM. POPqNSFOUT (TYF) -I-T' O"_ AND DOORS" ON PA5E 5-002 IF CASEMENT @ K N1NVONS - ALL 05MNT NNDNS SHALL HAVE ILI 5TRAIC7HT ARM HINOE k4HEN NEV4(2) VxIO" HOR NEN MA5TER OUTTER HI5H POINT (TYP.) BATHROOM 2.IF DOUBLE HUI - ALL DBL. HUN& PqNDV45 TO BE TILT KASH 5.ALL &LAZIN6 V41THIN IV OF FF TO BE TEMP. 5L. 4.5EE PAOE 6-005 FOR FRAMIN& ELEMENTS AROUNP PROPANE: NINDOV45 (7YP. FOR ALL) U.O.N. 10, INSTALL NEA 1,000 OAL. PROPANE TAN< EORE55 NOTE: �E H17H NEP4 YORK STATE BUILDIN6 IN COMPLIANif COME, SECTION R510.2.1;THE FOL.LOkq1N5 MEANS OF EORE55 SHALL BE FOLLOV4ED: NEVA FALSE VxV R.R. NET CLEAR OFENIN5........... 5.1 S.F. a 161, O.C. NET CLEAR HE1r7HT............... 24" MINIMUM NE/� MASTER BENCH NET CLEAR, NIDTH................. 20" MINIMUM BEDROOM r�ATHEDRAL 40 z NEPq LAUNDRY Room: IL 1. NIEPq k4A5H /DRY HOOK UP (5TACKABLE) I-_ 2.COORDINATE LAUND. ROOM 6 DOOR DIM.'s L I NE OF FALSE n 0 LINE OF FALSE W 51ZE OF EGUIP. CATHEDRAL 0 1 CATHEDRAL U_ 5. PROVIDE HOOK UPS AS REOS PER MANU. /�,-N�I I A-501 05 DRYER EXHAUST NOTE: x 1. DUCT SHALL TERMINATE TO EXTERIOR ALL NEVq AINDONS 4 DOORS SHALL E3E FELLA; INSTALL AS PER MANU. 5FEO.'s. SEE FAOE "o-003" FOR NAILINO 4 57RAPPINO 5M/CO INE OF FLAT CE1LINO 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY I -a(�) . I z DETAILS. (2) VxIO" FL. HDR OPENINOS 2. 01. -0" 0 Loll 5.DUCT SIZE AS PER MANU. LLD 06 4.DUCT SHALL BE EGU IFFED 1,4/ A BACKDRAFT DAMPER( FN'INDON CHART in I -j Li 5. TRAN51TION DUCTS SHALL NO7 BE CONCEALED VAITHIN", (14) R1 6 t-7.11.' 1 NEV4 'ATTIC HATCH ANSITION DUCTS U5EVTO > (15) Tr a ± 10"i I I DONN c CONSTRUCTION. FLEX15LE TR' Ov FLAT CEILINO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM CLEAR 'I) ROUOH OFFNINe NINI�)ON DIMEN51ON < i i rl _x ABOVE SHALL BE LIM17ED TO 51NOLE LENOTH5, NOT TO OFENINO 1 & t �--.2'-O LU Uj TAO 7*T'FE MODEL # I NIDTH REa'D: 20" EXCEED 5 FEET AND SHALL BE L15TED AND LABELED / I I i Ln IN ACCORDANCE V41TH UL 215aA. HEI5HT REOV:24" (2) cf.5" LVL FLUSH HDR 0 w FRAME 2 ! Q z KDTH HEI&HT NIDTH HEI6HT OPEN REa'D: 5.1 5.17. (b.EXHAUST DUCTS SHALL BE MIN 0.016" THK R151D I aT6RY 9=AZK_� METAL N/SMOOTH INTERIOR SURFACES NITH JOINTS 4--5"-f RUNNINO IN THE DIRECTION OF AIR FLOV4. EXHAUST A PICTURE 52142 111-111, 21-5" 11 111-1011 TEMPERED AREA K/5.5" LVL 5TUE�5 AT TH15 W w DUCTS SHALL NOT BE CONNECTED HITH 5HEET-METAL i LOCATION 1. MAX. LENOTH SHALL NOT EXCEED :25 FT FROM DR1rER DOUBLE-HUN 6 CUSTOM 4j" 5'-4" EORESS LOCATION TO THE PqALL OR ROOF TERMINATION. THE �F MAX. LENOTH OF THE DUCT SHALL BE REDUCED 2.5 L T4 PICTURE CUSTOM FEET FOR EACH 45* BENI�l AND 5 FEET FOR EACH cIO', BEND. THE MAX. LENISTH OF THE EXHAUST DUCT DOE tw tL NEN NALK-IN NOT INCLUDE THE TRANSITION DUCT. DOUBLE-HUNO 51.545.5 C�D MOD F I ED L EXIST. OFFICE I Ir- :r PROJECT: I < I D.H./FlICTURE 2ct.561.5 5,-:24" v-o-- tu N BATHROQJ� 0 FLAT CEILINO 'j k 4"? 01 ABOVE d� TEMPERED N, F PICTURE '7241 16 = 6175 OREGON ROAD n I Iz-IU 67 DOUBLE-HUNO CUSTOM 11 1 :2'-2" V-2j" 4'-1j" NEN LAUNDR-f: ------ ROOM VENT, LLC RENOVATION CE) I EXTERIOR DOOR CHART Li J_ EX15T. /0 H SLIDER 141950 1 r-g5j,, rb'--7�" TEMPERED I HALLNA"r EXIST. EXIST. 6175 OREGON ROAD oL. I V: - AI_51-2. _4,1 6-7�" il� TEMPERED oL. J SLIDER -7250 v-5" I CUTCHOGUE, NY 11935 xz _td 0 K FRONT ENTRY 5IDELI5HT +1 +1 DRAWING TITLE: POOR 5CHEPULE I J! PROPOSED SECOND FLOOR PLAN �7 DOOR MATERIAL TAO ME50RIPTION GUANTITY NOTES 41 44 < NIr;,TH HEI&HT EXIST. EX15T. BEDROOM BEDROOM L PAGE: INTERIOR - FIRST FLOOR I-OL U) N A x POCKET 1 1.2�I I :21-611 x U LS) 01 x ML "Ill' 5 m Amu'I LIN LLIN x 02 51NOLE 2 40 & > 05 51NOLE 1 Z-51. 6 x DATE: 06/18/21 ..................................... 9 OF 15 NTERIOR - SECOND FLOOR EXIST. EXIST. EXIST. EXIST. EXIST. 2'4"MV0"H P.H. 2'4"PqX5'O"H P.H. 2'4"PqXVO"H P.H. 2'4"P4X5'0"H D.H. 2'4"kNX5'O"H P.H. Oil 04 SINOLE 1 :21- x 05 POCKET 1 :21-611 x /% 61-51. 06 SINOLE 5 Z-611 x x 0*7 51NOLE 4 ca 51NOLE 1 X J PROPOSED SECOND FLOOR FLAN LINE 4L:Lb'-:2' BE C _H CATH CE) OENE5:"AL 5""r��50L <E**�r : 0- EXISTINO TO BE DEMOLISHED NEIN PARTIAL HF-15HT LIJ Z 0 NOOD FRAME (L.O. STL. LLJ = (N AHEN APPLICABLE) T-i EX15TINO TO REMAIN Lu NEk4 FOUNDATION AALL NEV4 NOOD FRAME (L.O. Lu >- STL. NHEN APPLICABLE) 0: NEN I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 2� P05T FOR 4" PiALL5 V400D FRAME (L.5. 5TL. NHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL F-- Lo :jc POST FOR b" NALLS), U.O.N. m a) 0 NEki 2-HR FIRE RATED 0 o o NOOD FRAME (L.O. 5TL. 0- Lo m >- .4 m k4HEN APPLICABLE) z 0 Z FLOOR PLAN NOTE5 uj DOOR NOTE: Alr, NOTE: -j oo (D 1. INSTALL NEN INTERIOR DOORS V4HEN CALLED 1. EXIST. AIR HANDLER 4 DUCTV40RK > q* (::) OUT ON PLANS 5'r 'JELD-NEN' (OR EaUAL). IN ATTIC TO BE REPLACED z CD 2.INSTALL NEIN EXTERIOR DOORS k4HEN CALLED 2.RE-ROUTE 4 EXTEND COOLANT -1 'H OUT ON PLANS Br THERMATFU' (OR EaUAL). LINE AS REa'D FROM AIC CONP. NEA 4"x5" ALUM. NEA 4"x5" ALUM. �c T-i (:) 5.DOOR 7YFE TO SELECT POP41N5POUT (T'rP) DOINN5POUT (T'(P.) z >: 4 4.INSTALL AS PEP, MANU 5PEC.'s A/0 CONDENSER: < Z rq 5.PROVIDE (2) Vxa" HDR., U.O.N. 1. REMOVE 4 REPLACE EXIST. A/C CONDENSER 12 c� 4.SEE PA5E 6-005 FOR ALL OTHER FRAMINO 2. SIZE CONDENSER BASED ON NYS MECH. CODE. ELEMENTS AROUND DOORS (TYF. FOR ALL) U.O.N. 5. PROVIDE PROPER TONNA6F- TO ALLOkq FOR COOLINO LL. LLJ CD OF ENTIRE CU. FT. Lo Ix T-1 STAIR 4 RAILINO NOTE: 4. INSTALL CONDENSER ON CONC. PAD LO 0 91. ALL NEVq STAIRS SHALL HA\T- MAX. 1-5/4" RI < 6 MIN. 10" Tr - RISERS SHALL BE CLOSED HEATINO NOTE: ,INO 1. NEN BASEBOARD HYPRONIC HEATINO SHALL BE 2. 42" HISH OUAROP-AIL 4 SPINDLE SPAr NOT To ALLOA PA55AC7E Or A 4" 4) SPHERE; INSTALLED THROIJOHOUT P14ELLINC7. 56" HIrz?H HANDRAIL 4 SPINDLE SPACINO NOT 2.PRECISE PLACEMENT $ BASEBOARD LENOTHS SHALL TO ALLON PA55AC7E OF A 4" 4) SPHERE BE PE51 ONED BY OTHERS. uj 5. ORIFFADLE RAIL AS FIER CODE > NEk4 EXHAUST FAN SHALL BE INSTALLED k4HERE NEV4 2"xlO" R-R. NOOD FRAME STAIR: VENTILATION 15 NOT MET 5r MEANS OF NATURAL a 16" O.C. 1. SEE NOTE ABOVE FOR STAIR 4 RAILINO INFO. CIRCULATION THFOU&H V41NDON5 OR DOORS TO 2.RAILIN05 SHALL BE NOOP OR PVC. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION uj 405.5.2.5; INSTALL AS PEP, MANU. SPECS CIL 3: DETACH AND RESET ALL APPLIANCES, CABINETS, U SMOKE DETECTOR / C.0 DETECTOR NOTES: BATHROOM FIXTURES,ETC. 1. CONTRACTOR SHALL FROVIMF COPE COMPLIANT SMOKE /CARBON MONOXIDE OOM51NATION DETECTOR D- PITCH PITCH 5":12" HARD V41RED To EACH OTHER w/ BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. S-PEC.'s 10 ALL NEP4 PLUMBINC7 FIXTURES TO COMPLY HITH PC 405 5.SMOKE DETECTOR AND CARBON MONOXIPE DETECTOR IN COMPLIANCE NITH LOCAL CODE NEN FLOOR: 0 1. NEV4 J" PLYNOOD SUBFLOOR BENEATH (r-,LUF 4 5CREV4); V41NDOk4 NOTE: SCREV4 PERIMETER OF 5HEATHIN5 4" O.C. 6 12" O.C. a 04 NEN VxIO" R.R. 1. ALL NEA k4INDONS 4 DOORS SHALL BE ANDERSEN INTERIOR. a 16" O.C. 400 SERIES CASEMENT,DOUBLEHUN5, OR 6LIDINO 2.NEN FIN15HED FLOOR PER H.O. SELECTION (AS NOTED); INSTALL AS PER MANU. SPEC.S. FOP, SUBSTITUTIONS, SEE NOTE #11 IN "OLA55 k4INDOk45 NEN 4"x5" ALUM. DOk4NSFOUT (7YF.) AND DOORS" ON PA&E 6-002 IF CASEMENT PqINDOA5 - ALL 05MNT HNDk�,5 SHALL HAVE A-501 STRAI5HT ARM HINOE k4HEN ALL DBL. HUNS NNDV45 TO BE OUTTER H15H POINT (T'rP.) 2.IF DOUBLE HUN rz TILT KASH 5.ALL &LAZIN5 VAITHIN I&" OF FF TO BE TEMP. 5L. 4.SEE FA5E 5-005 FOR FRAMINO ELEMENTS AROURD PROPANE: NEN 4"x5" ALUM. HINDOH5 (TYF. FOP, ALL) U.O.N. INSTALL NE?4 1,000 5AL. PROPANE TANK DOINN5FOUT (TYP) E&RES5 NOTE: IN COMPLIANCE V41TH NEkq YORK STATE BUILPINO CODE, SECTION R310.2.1;THE FOLLONIN& MEANS OF EGRESS SHALL BE FOLLOP4ED: NET CLEAR OFFNINO........... 5.1 S.F. NEV4 4"x5" ALUM. DONNSPOUT(TY'P) i NET CLEAR HF-IcSHT............... 24" MINIMUM NET CLEAR PilDTH................. 20" MINIMUM 12 NEN LAUNDR'Y' ROOM: 12 1. NEN PqASH /DRY HOOK UF (5TACKABLE) 2.COORDINATE LAUND. ROOM t DOOR DIM.'s NEN 4"x5" ALUM. PONN5POUT (7*rF.) 0 0 H/ 51ZE OF EaUIP. LL 5.PROVIDE HOOK UPS AS REa'5 PER MANU. z N 4� Ln DRYER EXHAUST NOTE: x 1. DUCT SHALL TERMINATE TO EXTERIOR UJI 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANr 12 Z OPENIN05 5.DUCT 51ZE AS PER MANU. 2 4.DUCT SHALL BE FaUIPPEP kq/A BACKDRAFT DAMPER 0 at x 5. TRAN51TION DUCTS SHALL NOT BE CONCEALEV NITHIN 0 CONSTRUCTION. FLEXIBLE TRAN51TION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT 5lr5TEM x SHALL BE LIMITED TO 51NOLE LENOTH5, NOT TO z < UJI UJI EXCEED & FEET AND SHALL BE L15TED AND LABELED IN ACCORDANCE NITH UL 215E�A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIOID 0 z i METAL w/SMOOTH INTERIOR SURFACES V41TH JOINT5 co Lu RUNNINO IN THE DIRECTION OF AIR FLok4. EXHAUST DUCTS SHALL NOT BE CONNECTED V41TH 5HEET-METAL '7. MAX. LENOTH SHALL NOT EXCEED 25 FT FROM DRrF-R LOCATION TO THE YqALL OR ROOF TERMINATION. 'rHE C14 .> MAX. LENOTH OF THE DUCT 5HALL BE REPUCEr FEET FOR EACH 45* BEND AND 5 FEET FOP, EACH 10' BEND. THE MAX. LENOTH OF THE EXHAUST DUCT MOE5 o NOT INCLUDE THE TRANSITION DUCT. ourmp, HI6H POINT- PROJECT: 6175 OREGON ROAD x x lu LLC RENOVATION 6175 OREGON ROAD CUTCHOGUE, NY 11935 515TER 2"xb" RR O.c. DRAWING TITLE: PROPOSED ROOF PLAN (A -LIP PAGE: A euTTER.-- 1 12 A -Lubmu t NEN 4"x5" ALUM. HIOH POINT NE?4 4"x5" ALUM.r MOHN5FOLIT(TYFI) MOV4NSFOUT(TYP) DATE: 06/18/21 10 OF 15 FROFOSE:�� ROOF PLAN SCALE: 1/4" 1'-0" (L ................ ELEVATION NOTES. F- Z 0 0 NEkq ROOFINO: =) (N 1. SEE NOTE a SECTION _j Lu uj >_ PROVIDE CONoEALED FLASHINO AT ALL ROOF m ;;� INTERFACES. F- NEA 51DINO 3: >- SEE NOTE a SECTION P _j Lo 0 NEN 5/4"xV 'PREPRIMED PIN!' (OR, Ea.) KNDO1,WDOOR CASINO: PROVIDE AT ALL NEA 4 EXIST. �11INMONS/t�OORS (TYP) CL Lo w PLAN NOTE: HATCHED AREAS INZ)IICATE AREAS OF NEll NORK z _j _j 00 > C) z _j z > Z _j c� LL Ill (D Lo 0 T1 _j NEk4 TRELLIS- Ll _j _j OL __1 Ll I—J- NSEk4 ELEVATION (RIOHT SIDE) 5r_,ALF_-. 1/4" I'-C" 10 LL 0 0 v z LU 0 0 Lu cj < ALL NEk4 NINDONS 4 DOORS SHALL BE FELLA; INSTALL AS PER MANU. 5PEO.'s. SEE PAOE "0-003" FOP, NAILINO STRAFFINO DETAILS. PROJECT: NINnON CHART 6175 OREGON ROAD CLEAR ROU6H OPENINO KND011 DIMEN51ON ,F OFF-NINO LLC RENOVATION 1� TAO T1rF MOMEL # P410TH REa'D: 20" HEIOHT NIDTH HEI5HT NIDTH :OFIEN REOV: 5.1 S.F.! A PIr.TURE 52142 21-aill III-fill rEMPERED 6175 OREGON ROAD CUTCHOGUE, NY 11935 IF--- PlifTURE CUSTOM ro- 4 J E3 1� DOUBLE-HUNO 11 CUSTOM Z-11�" 51-4" E ORE55 04" 5.-4511 DRAWING TITLE: D DOUBLE-HUNO 51.545.5 5,-104,, PROPOSED EXTERIOR ELEVATIONS E 'e"-Oi., st-24.1 D.H./P10TURE I� d F PICTURE "7.241 v-0j" 5,-5j" -oil TEMPERED i F !: id J ;j lF :2'-:2" 0 DOUBLE-HUNO CUSTOM 2 4'-Ij 41-111 F.F. EXTERIOR DOOR CHART PAGE: TEMPERED H SLIDER 1400 1 111 00 .4 2 U- :L R 12,50 TEMPERED _j SLIDE K FRONT ENTRY 5,-0" 51r�CLIOHT d� DATE: 06/18/21 11 OF 15 7 NORTH ELEVATION (REAR) Oil SCALE: 1/4" —–-------- a. F_LE\/A710N NOTES LU Z 0 0 NEV4 ROOF I NO: Lu :D (N 1. SEE NOTE a SECTION ri LU . Lu >_ PROVIDE CONCEALED FLASHIN(5 AT ALL ROOF INTERFACES. NEN SIDINO SEE NOTE a SECTION Lo 0) 0 NEH 5/4"x2" 'FREFRIMED PINE' (OR E01 C:) C) KNDOWPOOR CASINO: Lo w PROVIDE AT ALL NEA 4 EXIST. VIINPONSA�OOR5 (T'rP.) It co PLAN NOTE: HATCHED AREAS INDICATE AREAS OF z 0 NEN NORK 6 z LU 00 > C:) Z C:) z 4 1< ;� T-4 Ir ci� U_ LU (.0 Lo m ri LO ......... ------ ri _j uj D F_ U.11 F_ U 3: 0 _ -7 cr_ NEN TRELLIS 11 z 0 0 LL z X z 0 05 Ix z LLI LLI 0 0 1 z Lij < CID, 0 NSEVi ELEVA710N (LEF7 SIDE) PROJECT: 5r-,ALE: 1/4" 1 oil 6175 OREGON ROAD LLC RENOVATION ALL NEV4 PqINDONS 4 DOORS SHALL BE FELLA; INSTALL AS PER MANU. SPEC.'s. SEE FA6E "0-005" FOR NAILINO STRAPPINIS DETAILS. 6175 OREGON ROAD N'INDON CHART CUTCHOGUE, NY 11935 CLEAR ROUeH OFENINO NlNr�)OV4 DIMENSION DRAWING OFENINO TAO TYPE l MOr�)EL # l KVTH Iii 20" HEI5HT REO'D.24" PROPOSED EXTERIOR ELEVATIONS NinTH HEIrHT vqir,>TH HEIr-HT 1:01-FN REO'D: '5.1 A 5042 111-101, TEMPERED 5 MOUBLE-HUNO CU5TOM V-04" V­4j" 2'-11�" 51-411 EORE55 TURE CUSTOM PAGE: 0 Pic 4 _J� DOUBLE H 51.545.5 :2"T�" m A -0 -oil E D.H./PICTURE -PICTURE '7241 5,-55" ("_O" -511 TEMPERED Ji IF DOUBLE-HUNIS 0 OU570M Z-2j" 4--11" Z-2" 4-1. DATE: 06/18/21 12 OF 15 1 F_XTF_R10R E�100R CHART H SLIDER 141aO 11-d! I I I-g5jol (o 1_1�" TEMPERED ............. SLIDER 5'-114" &'--7�" TEMPERED f, (oil K -oil FRONT ENTi SIDEL16HT . .......... ....... .. ....... BUILDINO 5F-r,710N N07F-5 F- 0 NEPq ROOFIN5 NOTE (7YP.): TOP OF RIDOE LLJ Z 1. INSTALL NEA ASPHALT 5HIN6LE5 —-—-—-—-—-—- Lu 2.INSTALL ICE AND P4ATER SHIELD FROM FASCIA UP TO ELEV. +2-7.cl' 24" FROM IN51DE FACE OF 57.0 KALL AND AT VALLEYS 12 LL1 OVER Lu >- 5.INSTALL 15 # BUILDINO FELT N.O.N.) OVER 4.1/2" CDX PLYAOOP SHEATHINO (BLOCK ALL SEAMS) 5. CAP 5HINOLE OVER RIP6E 4 HIPS (AS REG'D) W b.PROVIPE RIDOE VENT (AS REG'P) z 1. FLASH ALL VALLFr5 5.INSTALL DRIF EDOE AS REG'D LO �c 01. INSTALL ALL AS PER MANU. 5FEC.'s 0 0 17 7YPIOAL ROOF 4 C.EILIN5 CONSIRUOTION: (L Lo w @) 0 NEV4 ROOFINO AS NOTED -00 z 0 1/2" CDX PLYND 5HEATHINO (BLOCKINO a ALL PL'rl^C SEAMS) TOP OF HEADER 0 9 R.R., O.J., 4 C.T. AS NOTED ON PLANS (a SPANS (ALION NITH EX15TINO) OVER a' INSTALL "X" BRIDOINO a CENTER OF ELEV. z SPAN,U.O.N) . MIN. OF f;Z-4q SPRAY FOAM INSULATION HEADERS ABOVE -J 0c) T'rPIOAL EXTERIOR k4ALL CONSTRUOTION (Trf-.): ALL NINDOV45 4 1 > • UPON "TYVEK" HOUSE PqRAP (CIR EQUAL) DOORS PER PLAN MA57ER > MASTER Z • UPON 1/2" CDX PLYIAD. SHEATHINO (BLOCKINO a E=Rcom BATHROOM T-i 0 C) ALL PLYV0 SEAMS) 2"xb" SILL PLATE l tu tu -1 • 2"xb" STUDS a 16" O.C. H/DBL. TOP PLATE d) • MIN. R-20 INSULATION W05 a V41NDON5 (-rrP) z 4 1 tul-- Z 'H • 5/&.. &YP5UM 5P. NALL FIN15H 0 < -j c� Lu Lu (D NEN 51DINO NOTE (TYF.): DBL 11 L\/L5-\ LO m %-I 1. INSTALL NEP4 CEDAR 5HAKE/5HIFLAP 51PINO G) -1 w - R U 5. INSTALL ALL AS PER MANU. SPEC.'s ....... NEV4 F.J. AS PER PLAN111 vv'', 6 2.'TYVEK" HOUSE NRAP (OR EQUAL) SECOND FLOO 4.PROVIDE ALL NECE55ARY TRIM FOR NE V4 F.J. AS PF -j PROPER INSTALLATION NEV4 F.J. AS FIF NEV4 F.J. AS 5. 51DIN5 SHALL EXTEND TO TOP OF FOUNDATION kqALL HEADERS ABOVE ui ALL NINDOV45 4 7YPlr-,AL FIRST FLOOR OON5TIRUOTION: DOORS PER PLAN 1. FIN15H FLOORINO TO SELECT t- 2. 5/4" T$0 CDX PLYkO. 5UBFLOOR OLUED 4 5CRENED - ATSPAN5 OVER 5' 4 5. F.J. AS NOTED ON PLANS tu LIVINO Lu INSTALL X BRACE a MID5PAN IK17r HEN 4. MIN. R-50 BATT INSULATION v Room 2"xb" SILL PLATE < a V41NDON5 (7*1'P) i lu FIRST FLOOR (ALION NITH EXISTINO),O, > NIEN F.J. A55 FER PLAN UNFINISHED BAe.EMENT z SEC-MON I —I/A-501 E a. SCALE: 1/4" 1'-0" 0 1 0 x z 0 z HEADER AS SECURE HANDRAIL TO NALL ON AT LEAST ONE uj SPECIr-IEP ON 51PE OF STAIR IN ACCORDANCE Pq/MANU. 5FEC.'s; PLANS AND NOT PROJECTINO MORE THAN 46" INTO 0 ui 5TAIR4NAY;SEE HANDRAIL ORIP 51ZF-5 ADJACENT PITCHED METAL Lu JOIST HANOER BY '51MP50N' OR EQUAL SECON:�� FINISHED FLOOR C4 < 0 Lu < tu V2" MIN, SPACE IIETIqF-EN tu kn V4ALL AND HANDRAIL M v< PROJECT: 0= MIN. 4" E3F-Tkq-l=EN ED&E5 OF 5% FINE RISER Lu Cj 4 a ARE BALUSTER (STYLE To SELECT) 6175 OREGON ROAD 5/4" PINE TREAD 57ANDARDS FOP, ORIFFAE3LE HAND FAIL SCALE: NTS SIMPSON H25A RAFTER LLC RENOVATION TIE (OR EQUAL) x CK MIN d)7� HANr;)RAIL BOARDS OROeS SECTION 5/4"xb" F.T. DE I" ROUNDED N05INC-7 CLEARANCE r-,I RCUL AFZ NON-OIRCULAR — 6175 OREGON ROAD W/y4" RADIUS (NOT INCLUDED IN CUTCHOGUE, NY11935 TREAD DIMENSION) V4---2" 21V4 (2) 1/2 41 HOT D I PFED 0ALV. BOLT5 a EA. P05T H/OVERSIZED DRAWING TITLE: MIN. MAX. KASHER5 4 END NUT PREBORED P.T. D.J. AS PER PLAN INTO BEAM, POST, DECK TIE 4 V-: z RIM BOARD A55EMBELY BUILDING SECTIONS P.T. BEAM AS NOTED F 3: 0 Z tu L SOLID BLOCK a 1211 ac. to ju 0 (2) SIMP50N DJT14Z (1) 1/2"-P H.D. &ALV. THRU PECK JOIST TIE 0 E30LT H/OVER.51ZEP k4ASHER EA. P05T 4 END NUT PREBORED INTO Q POST 4 DECK JOIST TIE "SIMPSON" ABA44 PAGE: 2"xI:2" STRINSERS a wl R-21 a COLUMN BA5 ,A 4"x4" F.T. P05T INSULATION, IF UNDERSIDE 15 FACIN(6 5TORAOE/NON-HAE31TAL SPACE A-301m0 :L 12"0 '5ONO7UBE' FILLED IV:2" 6yP- ED. 50LIM w/ F. CONr- I (MIN. 4,000 1-51) STORAOF- UNDER (AHEN AFf=L I r-,ALBF-) DATE: 06/18/21 13 OF 15 TREATED 2"xI2" SILL FOR CONTACT v41 CONC. (IF APPLICABLE) FIRST FINISHED FLOOR K4 EXTERIOR NOOD DE(fw< DETAIL 50ALE: 5/4" P-0" % INTERIOR V400D STAIR r�)ETAIL ................ Z SCALE: 5/4" 1'-0" 0ENERAL 5),"'ME30L <E�Nr : NEH PARTIAL HEIOHT EX15TINO TO BE DIEMOL15HED NOOD FRAME (L.6. 5TL. ui ui c%j NHEN APPLICABLE) T-i EX15TINO TO REMAIN NEH HOOP FRAME (L.O. NEN FOUNDATION kqALL Lu Lu >- STL. PqHEN APPLICABLE) NEN 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL NOOD FRAME (L.6. 5TL. P05T FOR 4" HALLS -j kqHEN APPLICABLE) (MIN. (2) Vxb" STRUCTURAL Lo POST FOR (9" NALL5), U.O.N. 0 NEN 2-HR FIRE RATED 0 C) C) NOOr,> FRAME (L.0. 5TL. CL Lo m V4HEN APPLICABLE) >- z 0 F- ....... z LLj IF 00 > C) (o C) z >: 4 < Z w -j c� LL Lu (o Lo Ix T-1 r- =) Lo REMOVE 4 0 < k REPLACE uj LLj (2) POST TYP. (2) POST TYP. (2) P05T TYP. (2) P05T TYP. �A NEN (2) 1.15"x!11575" OF 2 OR LVL NEN (2) 1.15"xll.95-75" OF 2 OR LVL 14'-11 14'-11 :2'-0"- z m \> rTl NEN LI\ANO @Z x X= X- rtl ROOM rp 7 x -4 0 2 = l� NEN <ITCHEN <1 L < r r r NEN (2) I.75"xii.a15" OF 2 OR L\/L Nt=k4 (5) I.-T5"X-T.25" OF 2 OR L\/L W < A-501 z STEEL FLITCH x rn 06 I— 0 �:21 1 L\/L -0 0 LL C5 Z 101 x NEP� (2) 1.15�'x I I.e,-7rp OF 2 OR LYt-,-4 RM 0-4 r 5, Z 0 F. �J W -1 A (2) POST T�rP.. (Z POET -rrp. (2) POST Typ, r"77"" A�, ui LLJ o Lu Z -A- EXIST. DININO ROOM w NEN BATHRO 4 1 I 04 PROJECT: t j EXIST. LIVINO 6175 OREGON ROAD ROOM EXIST. LLC RENOVATION EXIST. 6175 OREGON ROAD CUTCHOGUE, NY 11935 DRAM NG TITLE: EXI57. HALL66-1- PROPOSED STRUCTURAL RCP PAGE: AM, DATE: 06/18/2.1 .14 OF 15 A RCoF FIR57 FLOOR SCALE: 1/4" 1'-0` .............. ......................... ............. (L C-) UJ Z uj LLj o Lo Ix 00 0 00 iL Lo cr >- q* Im z 0 z uj 00 > "t z 0) z >: 4 z vill Ir -j c� U- Lu (o ................. Lo Er vq r- =) Lf) 0 LLj m uj C-) < 4" FRESH AIR VENT IL LL IL- THROUOH ROOF 1 L < < lkt </ H FA AN D L JER NEN MA571-'-7R BATH INEPq LAUNDR-fj MODIFIED MASTER BATH LAUNQR*y' NEIN FULL BATH .2" FULL BATH T- :211 NOTE: NOTE! ALL PLUME3INr-7 INORK SHALL CONFORM TO LAUNDR'�( ALL PLUMBINO 4 w FUEL &AS V40RK SHALL CONFORM 21, 211 :2111 :2 .2"1 1 1 :211 tu IL tL TO LOCAL PLUMBINO CODE PROVIDE "ABE5CO FF200 FR FUEL OA5 z .2-1 12" EXPANDINO FOAM" (OR EGUAL) X 'K I Q 1 l LEOEND AT ALL PENETRATION5 IN FIRE 3:1 1:c KI Ix i z KI IK -K �12 K I I 0 A) Lu RATED V4ALLS AND BIPETT- tod) Lu FLOOR5/CEILINrv5. PRODUCT TI Nl L HOT kJATER PIPIN5 PENETIRATION15: I 5HOV4ER 5UPPL`( 1. PROVIDE "ABE500 FF200 FR SHONER QI 5140�AER 15HOt^EF CONFORMS To A5TM F &14, Q DRIYER 0 14, 1- 14, T7-( I A5TM E &4, AND UL 141cl EXPANDIN6, FOAM" (OR EOUAL) 0 ----I- --- -------------- ------ COLD V4ATER AT ALL PENETRATIONS AT MLLS, LL SUPPLr AND FLOOR5/6EILIN55. :2 2.PPOZ:>UCT CONFORMS To ASTM E p &14, ASTM E e>4, AND UL 14-7el NEPI HAI- NEN KITCHEN BATH NEV4 FULL BATH NEN HALF BATH NEV4 FULL BATH NEPN KITCHEN NOTE: PROVIDE "ASE500 FP:2OO FR. x ALL FLUME31NO NORK EXPANDIN5 FOAM" (OR EaUAL) SHALL CONFORM To AT ALL PENETRATIONS IN FIRE Z LOCAL FLUMBINO CODE RATED PqALLS AND 0 NEIAI KITCHEN FLOORS/rEILIN05. PRODUCT CONFORMS To ASTM E 514, 0 2" I CLEAN OUT LL ASTM E 54, AND UL 14-7cl IL LL AS REat) y< I 2 :2 c 7�7 ! i z < EXIST. F.A.I. To X LL E REMAIN x 1 13: KI 3:1 1 3 KI T I RECONNECT 0 14, I5HOk,1EF' I 1-�,, ! = 1 i = 1 5HONER hi IN I I EX15TINS 0 Z PROVIDE F.A.I. - OENERAC a > Y< 517NERATOR ---- -------- 0.0. 7ZA) ---- -- i c%j .0. a CT TO 4" EXIII A R- &AS 5UPFL1r- 4" HOUSE SUPPLY SYSTEM xi 'K ;I CID, TO PRIVATE 0 MAIN DRAIN XI IK B. PROJECT: 2111 1 z 2" TO 5EFITIC, lu 1 I X 6<1 tu Lu < < L\—j < 6175 OREGON ROAD 211 A15- Y LLC RENOVATION 14, HANDL.ER NA5HER 6175 OREGON ROAD FLUME31NO RISER r�)RAIN NASTE VENT FLUME31NO RISER - SUFFLY" OAS RISER - SUFFL)OO' CUTCHOGUE, NY 11935 0 E: T -,7 C, ''a' -5��ALEL- N75' DRAWING TITLE:------ --- PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P DATE: 06/18/21 15 OF 15 </if r VTO TE ............................................ ................. F A 0 E E)OOO : T- GENERAL NOTES ENERGY TABLE STRUCTURAL DESIGN CHARTS oil A-200 HOLDOWN, ANCHOR BOLT, Ir STRAPPING & NAILING DETAILS FASTENING SCHEDULE 1 FRAMING GRAPHICS BEAM CONNECTION PATTERNS ............ 1 FIREBLOCKING DETAILS 1A-500 SITE PLAN PROJECT/ZONING DATA APPROVED AS NOTED Uj DATE:Lbb126 B.P.#- 00 BASEMENT & FIRST FLOOR fix FEE: Jt BY: DEMOLITION PLANS NOTIFY BUILDING DEPARTMENT AT LLI 765-1802 8 AM TO 4PM FOR THE FOLLOWING INSPECTIONS: SECOND FLOOR 1. FOUNDATION - TWO REQUIRED DEMOLITION PLAN FOR POURED CONCRETF COMPLY WITH ALL CODES OF 2. ROUGH - FRAMING & PLJMBING NEW YORK STATE & T OWN CODES 3. INSULATION AS REQjIRT D AND CONDITIONS OF: 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. FOUNDATION PLAN ALL CONSTRUCT I(O'N' S-i4P- f,,Ir-f:T THr- jltf REQUIREMENTS OF THE CCDE,1�cF NFv. YORK STATE. NOT RESPONSiBi DESIGN OR CONSTRUCTION ERRORS. FIRST FLOOR PLAN FLOOR PLAN OCCUPANCY OR DRAINAGc INSPr7CTIONO3 ARE,REQU "-D % USE IS UNLAWFUL contpct TOS En.,ineering et 7F5-1560 xforc WITHOUT CERTIFICATE that the draine.00 hns,bec,.1 Instalfed to' CodT. SECTIONS f3ackfill,OR Provide Engineer's Certification OF OCCUPANCY ROOF FRAMING PLAN --7-- 7 r7= All exterior lighting DETAILS re ON LE4D CO)VTEAfT BEFORE PL UP f3ER CERTIFICA T70,V installed, replaced or paired shall coil-,cj3-t!j to Chapter 172 CERTIFICATE OF OCCUPA NC Y of the Town Code SOLDER USED IN WATER DETAILS S UPPL Y S Y-STEM CA NNO T EXCEED 2110 OF I% L EA D. ELEVATIONS A-700 Blower door Must provide Manuals A-701 ELEVATIONS and ductwork D, J and S as per z testing required. NYS Energy Code 0 PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM EI-EcTRICAL PLUM/31NI(, ----------------- INSPECTION REQUIRED 'ALL PLlj�V Uj A?1ASTF !7S 132:FOR's C F-D Airr�ff, M. 3740- A ARCHITECTURE E A V ANTHONY PORTILLO, R . 4, Lt U 77--L --7 7 PROJECT: 7:77,77-7-7-7— 77, :77 77777777� 7 7. MINI. 71 77" 7;7 m-=71 6175 OREGON 1075 FRANKLINVILLE ROAD 204 25TH STREET, SUI-1-E 2` 03 ROAD LLC rk 1 IKE "ki LAUREL N ,Y, 11948 BROOKLYN N T JL 2 :1 2 3 ' LLC 0% A A 6175 OREGON ROAD 0:516-214-0:160 0:516-214-U16U, CUTCHOGUE, NY 11935 DRAW1 NG TITLE: TITLE PAGE PAGE: MERINO 0 00"&1 k DATE: 09/01/20 1 OF 16 � - - � _ I - - i -------.----- - CARPENTRY HOOD FRAMINO MATERIAL STANDARDS FOUNDATION, CONCRETE,AND MA50NRY - -- ---------- ---------- -_ - I --- - - --- ­ --- --- ____------- ------- NOTES � 5FEr_.,1Fkf,AT10N5 1. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 9�15) UNLE55 THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. CONTRACTORS TO VERIFY ALL DIMEN51ONS OF EX15TINO FOUNDATION AS IT A55REVIATIONS OTHERH15F_ NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEN HOR.K 5EINO PERFORMED AND SHALL COORDINATE THE ____________-__- - __ � - �____I - � -__-__-- ­­- -- -­ __ - -__-_________ . - - ____ SPECIFICATIONS,AND BE FAMILIARIZED KITH THE PLANS PRIOR TO V40RK ----_ --- E30ARD ____ ------.----- --_� - .- - .K _________ _____�-KIPS (1000 LBS) -I IT 15 THE CONTRACTOR'S RESPON51BILITI'TO KEEP THIS CONSTRUCTION DOCUMENT BINDED PRESCRIBED HEREIN. HHEN IT CAN BE 5HOHN, AND THE AUTHORITY HAVINC, 5UO-OONTRACTOR5 IN 5LOH A MANNER TO A55URE THAT THE CONDITIONS OF BID. --- I I __J __-___ TO&ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RE5P0NSIB1LTY TO READ ALL NOTES, 2. ALL LUMBER IN CRAHL SPACES TO BE lb" ABOVE SCRATCH COAT. MAINTAIN ,JURISDICTION FINDS BY EXPERIENCE, MODELIN5, OR TE5TINO BY AN APPROVED THE FIRST AND SECOND =LOORS ARE TAKEN INTO ACCOUNT. � 5" MIN. FOUNDATION EXPOSURE. A0ENC,Y, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR ----------- . 'r ______ ---I BASE FLOOD ELEVATION i MANU. 5PEC , MANUFACTURER'S SPECIFICATIONS OREATER 5TRUC,TURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTIN55 TO BEAR ON FIRM, VIR61N, UND15TURBED SOIL -1 - _________­i � 1� - 5. SILLS TO BE P.T. AND SECURELY FLASHED HITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM 70 THE REQUIREMENTS OF TH15 DOCUMENT - _____._________, ____ .- -- -__ - �- - - �________________ � .-I---- OENERAL PROVIDE 51LL SEAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"x(b", UNLESS (1) Vxb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN P400D 5. 501L TO HAVE MIN. BEARINO CAPACITY OF (1) TON/50. FT., U.O.N. FE3 L D 5. 11 BUILDINO __--.---,---------- - ______ ____ - - - [KA�_ - -- ---_J MAXIMUM ____1 1. No P40RK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY To MATCH FLOOR HEI&HTS V41TH THE EX15TIN6 STRUCTURE. C,OUNC,IL'5 HOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS E3M _____ I - _ __ MECHANICAL ____ I ,� . �-- ---------------------j ----------.----- --- --,--. . -- - - - -i- � - __ [__ � APPLICABLE BUILDINO DEPARTMENT. APPLICABLE AS A DERIVED NORK). 4. FOOTIN65 To REST A MIN. OF 4'-O" IBELON ORADE, UNLE55 � ____ 1.MEOH. 4. AT FLUSH FRAMINO USE 16 eArvE METAL JOISTS HANOER5 BY "TECO" OR OTHE"ISE NOTED - t I i ____ ___]I-MINIMUM- I I 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A V40RKMAN LIKE MANNER. EQUAL. 1. IDENTIFICATION: ALL SOLID-5AHN LUMBER, OLUED LAMINATED TIMBER, B.O. E30TTOM OF____ IMN� ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINO - - - ----- - --- ­_ . ----------_ ­__­_� � PREFABRICATED HOOD I-JOIST5, STRUCTURAL COMPOSITE LUMBER, 5. HALLS TO BE POURED CONCRETE OF SIZE SHONN ON DR,4qIN55, U.O.N. I -_ � SENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND 71P,IMMER.5 AROUND ALL OPENIN05 IN PREFABRICATED HOOD TRUSSES, OYP5UM, HARDBOARD, AND STRUCTURAL NORTH AMERICAN VERTICAL DATUM OF 11595 I � � STRUr,TURE/51TE SHALL BE FIELD VERIFIED BY C FLOORS, ROOFS, AND HALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR CSRAVINC-7 6. No BACK FILL SHALL BE PLACED A5AINST FOUNDATION HALLS [Bo__T- ___ ----.-----.------ ____---- _.- - - --- � - - _ ,__�� - ...------ _____ __j � 1 5. ALL V40RK SHALL CONFORM To NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUOH 1.95. UNTIL 151 TIER OF FRAMi�a 15 IN PLACE. � F HALL :[�Y(��B NEV4 ,roRK CITY 66LDIN5 CODE ANP AUTHORITIES HA\,/INO JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ----­___ _____ ­­­ -__--- [____ __ O.C. � U.O.N. I.I. LUMBER: ALL HOOD MEMBERS USED FOP, LOAD-BEARIN6 PURPOSES, 1. FOOTINOS To BE POURED CONCRETE OF SIZE 5HOHN ON DRAHINOS. __710EILINO JOIST i _=R . -i' __________,___________ __._____ ­__ _ _ ____ � 4. ALL UNNOTEP OR NON-VISIBLE EASEMENTS ARE THE RESPON515IL17 INCLUDIN5 ENP-JOINTED AND EDOF-OLUED LUMBER, SHALL BE IDENTIFIED ____ - ------ - 11- _____ ____:jONCENTf OF THE ONNE"UILDER -7. ALL BEAMS, OIRDERS, ETC,. To HAVE MIN. OF 5-1/2" BEARINO BY THE ORADEMARK OF A LUMBER ORADINO OR IN5PEC,TION AOENr,Y &. ALL OFFNINOS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED �DE3L. -] DOUBLE ______________________ - - - - - - ]6004 ,r,Uf-ANC'r I ,H AS THE SOLID V41TH CONCRETE. ------------------- HHICH PARTICIPATES IN AN ACCREDITATION PROORAM, 5Ur ____- --- A ----­_- --- __-_ ___ __J�or - ; __ 5. ANY OM155IONS OR, DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 95. MIN. HEADER To BE (2) :2"xIO" UNLE55 OTHERHISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DFE DESION FLOOD ELEVATION [PBFE ______ _PREL1MINAR'f' 5A5E FLOOD ELEVA710N SHALL BE CLARIFIED HITH THE ARCHITECT/ENOINEER BEFORE PROCEEDINO 6RADEMARK SHALL INCLUDE AN FA51LY DISTINOSU15HAELE MARK OR 1. ANCHOR IBOLTSSHALL BE IN ACCORDANCE HITH PAOE 0-005. � �� �-____- .__�I- - �__ __- -___j L__ 71 i I� I HITH THE HORK. cl. ALL V400D SILLS AND HOOD IN CONTACT HITH MASONRY/CONCRETE TO BE INSIONIA OF THE ORADINC7 A(5FNCY NHICH COMPLIES NITH THE ID-1-m. .1 _____­__________-____-__- � : P. C 0 N r-.. 11 POURED CONCRETE F.T. REQUIREMENTS OF U.5. DEPARTMENT OF COMMERCE F520-clq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENOTH AT 25 _____ ----------.------ - __- __ 11 r---_. -- -___________._____ � I I - I -1 I PLATE - 6. No DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.5.1., U.O.N. � D.I.I. 1FE_0_K___jOI5TS--- 11 FL. UNLE55 APPROVED BY THE ARCHI TEOVENC-71 NEER. 10. ALL EXTERIOR 5HEATHINOSHALL BE NAILED AS PER FA57ENIN& 50HEDULE 1.2. OLUED LAMINATED TIMBERS: OLUED LAMINATED TIMBERS SHALL MEET --- ���_- -____- f - - -- � - - - _____ I - i[-------- _..... ON PAOE 05-003. OFNERALLY, 5HEATHINO 15 OF 1/2" THICKNE55 ON HALLS AND THE PROVISIONS OF AN51/ALTC A I 110.1 5TRUOTURAL OLUFD LAMINATED 11. CON0. 5LAE35 TO RES7 ON MIN. OF 6" FINE ORAVEL OP, SAND HITH [E�A. EACH , FIL"I'V0. PLYPqOOD -7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION V41TH FLOOR PLANS ROOF AND 15 OF CDX ORADE, UNLESS OTHERHISF NOTED. SEE FLOOR PLANS TIMBERS. (b MIL. POLYETHYLENE VAPOR BARRIER UNDER - L .- __,______._____________._ - -- - _; BEFORE THE START OF FRAMINO FOR ADDITIONAL NAILINO OR DIFFERENT NAILINS REQUIREMENTS NHEN �ELEV. - ] ELEVATION ----------------_--1 - ---------- - - ____1 -.-- : APPLICABLE. 1.5. PRJEFABRICATED HOOD I-JO15T5: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS HHERE SLAB ABUTS FRAMINO. ---.----_____ ____ - __ - - - - __ - � ff-7- __ _ ,F_5SURE TREATED ---.-- ___ - _____ _]_FF - � a. DRY HELLS AS REQUIRED BY STATE AND LOCAL CODES. HOOD I-JO15T5 SHALL MEET THE PROV15ION5 OF A5TIM V5055 15. BRICK VENEER TO BE ANCHORED HITH CORROSION RE515TANT TIES - -::::] ENT -�__ - - - ___-11 REG'D ____ _ ] auiRED 11. SUB FLOORIN6, OENERALLY, TO BE OF 5/4" THICKNE55 AND OF CDX r,RADE. STANDARD 5PECIFICATION FOP, E5TABL15HINC7 AND MONITORINO � - ____ - _­------IF --- __ -------------.I(---- cf. DO NOT SCALE DRAHINOS, HRITTEN DIMFN51ON5 TAKE PRECEDENCE NAILINO AS PER FA5TENINO SCHEDULE ON PAOE 0-005 AND OLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED HOOD I-JO15T5, THIS (1) HALL TIE PER (5) Sa. =T. EXIST. EX15TINO ! Ri DOCUMENT, THE 0OVERNINO, BUILDINO CODE AND ANY ADDITIONAL I � � -I � - I .-- - _____ _____ 1 R15ER I � : I 10. OHNER/BUILDER ARE RESPONSIBLE FOR ALL IN51-Er,71ON5, APPROVALS, 12. EXTERIOR 5HEATHINO TO BE COVERED HITH '7YVEK' HOUSE HRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BR[r-< LEDOE AND PROVIDE NEEP HOLES, j RM. ROOM : CERTIFICATE5, CERT. OF OCCUPANC-i- OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-O" O.C., 70 DIRECT ANY CONDENSATION To THE EXTERIOR. [E-XT-_ - ________­__________ _________ � - _____.1_ � ____ ______ __j1 I I I ; ,7ILLO, IRA � F.A.I. I[FR SH XR INTAKE i R.R. ,OOf= RAFTER I � _ __--- ____ - __ - - _______] R 11. THESE SET OF DRAHIN65 ARE THE: PROPERTY OF ANTHONY POP 15. BLOCK EXTERIOR STUD HALLS AT HALF STORY HEISHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR A55EMBLIE5 15. Af'PLY (1) COAT OF 7AR. BA51ED NATERPROOFINO TO EXTERIOR OF FOUND. �____ -,[----­_ - .--,-- ___._7 � � AND SHALL NOT BE ALTERED OR BE: REPRODUCED HI THOUT HRI I I EN UNSUPPORTED F-DOE SEAMS OF EXTERIOR SHEATHIN5. USIN& STRUCTURAL C�OMPOVTE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTINO TO 2" ABOVE FINISH ORADE. � FAR �FLOOR AREA RATIO : L 57EEL W f. j 5T . PERM15SION FROM THE ARCHITECT. A5TM P5456 STANDARD SPECIFICATION FOR EVALUATION OF _�=__­=__­­­__­­_ _ --------.i - - - - - -- - �-.-- T_ - 14. PROVIDEWOROSS BRACINO AT JOISTS, STUD5, AND RAFTERS HHEN SPANS STRUCTURAL COMFI0517E LUMBER PRODUCTS, THIS DOCUMEN, THE lb. NO CONCRETE OR MA50NRY HORK 15 TO BE PERFORMED IN TEMPERATURES IF H A1R VENT ! 5.v, w UPERVISION OF THE HORK AND 15 I.F.A.V. 1-�R�E75--------------------�..---.------- _ - ,T VENT I=) -----.-.-. 12. THE ARCHITE0715 NOT RETAINED FOR 5 EXCEED b'-O" AND AT EVERY e>'-O". OOVERNINO 15UILDINO COPE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40*F AND FALLINO,UNLE55 APPROVED BY ARCH17ECT/ENOINEER. No . - .---- ___ --- - - I . __ ____]L_5MA_P_ I �I.- - . ___f ______ I- - __ - I RESPONSIBLE FOR DEVON INTENT ONLY. SET FORTH IN THE MANUFAOTURERS CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FINISHED FLOOR I 7BD 1 TO BE DETERMINED Q � 15. TOP PLATES TO BE DOUBLED AND LAPPED AT OORNER5, 51EE ALSO PA&E .. _________________--------------,--------------- .-___ __ "r___..--- __�- ___­__ - - - t'. ______ __ � ui I 7EMP OL. -rzf;zED eLA55 11-_ ARCHITECT/ ENOINEER. ____T_7___f_______.__________------------------------- . _____ - - � � __--- -H -� __ 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. C7-005. 1.5. PREFABRICATED P400D TRU55F-5: A55EMIBLIE5 U51NC7 PREFAIBRICATr=) 1-7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY � FF ELEV. FLOOR ELEVATION , HOOD TRU55E5 SHALL MEET THE PROVISIONS OF TH15 DOCUMENT, THE - FI RST ___ - - ___________[TEmf - - 0 ---------- __ X _j 14. THE CONTRACTOR SHALL KEEP PREM15F-5 REA50NAELY CLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRE55ED IN FA5TENINe SCHEDULE AS &OVERNINO E3UILr,>INO CODE, AND ANY ADDITIONAL REOUIREMEN75 AS 1575 --];1'7Hr,. THICK 0 '11;. ..j TIMES. AT THE COMPLETION OF NOR<, THE CONTRACTOR SHALL REMOVE ALL ��_________ - - - - -------. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL ME51ON STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS ,JOINT5 BETHEEN SLA55 AND FOUNDATION HALLS AND - _--_-_ _____ - ______ � __ _j ___ .. RUBBISH, AA5TE MATERIALS, TOOLS, ETC., CLEAN OLA55 AND LEAVE P40RK CONNECTED HOOD TRJJ55 CONSTRUCTION, THE TRU55 DESION DRANIN05, - m -----------_-, ___1 j NHERE EVER APPLICABLE. FIRCE RESISTANT CC�!E7q.�1C,7'1,�7,l`,1 7-�.�_'�/'-,�!,:*7': -,, -003. � __j FRL_OOD RE-----------------7 _____ - - - - - . I . �.,,,!.. 17OF OF PqALL < BROOM CLEAN. 11. PROVIDE ALL NAILINO AND STRAFFINO ADDRESSED ON PAOE5 0 OR THE MANUFACTURERS COME EVALUATION REPORT. I -- - -------- � ­1- - _______1 �` ,'_.e,,� - . ,�,�;, - -1 I � ". - -1, I,� 1.6. OYP5UM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL 111. UNLE55 OTHERNISE INDICATED, ALL FOUNDATION FOO7INr_,S ARE TO BE A E ;'I Tr ___1 , 11, 1: I.,­­��­3 15. THE CONTRACTOR SHALL CARRY HORKMAN'S COMPENSATION AND OENERAL 15. AT "HET HALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. MIN. 10" DEEP PROJECTINC-7 6" ON EACH SIDE OF THE FOUNDATION HALL. [�R_�m __ _____________ ,-----.- ______ � - I -) - _____ -.-- __ ____ ____ I "�'­ , '... � .�� I-- , i�� LIABILITY INSURANCE. ALL SHALL COMPLY NITH STATE AND LOCAL CODES OENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF HALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR 6YP5UM PROVIDE TNO #4 DEFORYED BAR5 CONTINUOUS IN THE FOOTINO. ALL 4" THICK __ = - ____ .- '_� I�, . , EFF-f-R. � r7yP. TYPICAL I- V, AND ORDINANCES. EXCEED A 16" SPAN. HALL50ARD, ASTM 05-7 SPECIFICATION FOR OYPSUM LATH, OR A5TM C,1ci HIRE RE F Rol r - - --- - - . - --__ �� ---- ____ � ��:\ FLOOR SHALL NEVER r CONCRETE SLABS TO HA\/E bxb 10/10 HELPED IN 0 N'. - -____ __­__ -J __ - � ,;N - - - - .101-"� SPECIFICATION FOR OYPSUM 5HEATHINry BOARD. ]VO_.N_. LESS OTHEFRAiSE NOTED 1 �4, � 1� 16. THE CONTRACTOR SHOULD FULLY OUARANTEE H15 HORK AND THE HORK OF 11. AT ROUOH OPENIN55 PROVIDE ALL APPLICABLE NAILINO AND STRAPPINO 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED Ec-yp. ED. ___ ;)ARD --------______ -__ __­_ _ _______ I-- ____________ --- - __�N_ . I, � �,�-III ___::� & - 11 �� , ,�,.� 1 �15w­� . THE 51,15-CONTRACTOR5 FOP, A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAOF 6-005. 1.1. HARDBOARD: HARD13CARD USED IN A STRUCTURAL APPLICATION SHALL AS IN 50LID 4 SOUND CONDITION NITH AN EXIST. FOOTIN6 OF MIN. 16' HIDE x 5" ------- -------]I vrzp,ir--i- IN FIELD I... COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA A155.4 13ASIC HARDBOARD OF I H.m. N i[v.i.f=. . ANSI/AHA AL55.6 HARDBOARD 51DINC-7. DEEP 4 5'-O" BELOH SRAME. ___ ______ -__- -____-____----- ''_�- I --.-- - ____ --.-------_ _____ --------------- � �_� � �� �� , 11. THE CONTRACTOR SHALL I NVEMN I FY AND HOLD HARMLESS THE OHNER, 20. "P.T." SPECIFIE5 FRESSURr FRESERVATI\/ELY TREATED LUMBER IN �HDR 1[��r_>ER______________, 1[K/ V41TH - I - .7 AND/OR CUTTINC, OCCURS, FIELD QLASS NlNr�)OIHS AND DOORS � __ . ACCORDANCE w/ AHPA 022;HHERE PRILLINr ___��M��M��____ __._____.________ _--i --.--,-.------ - - --- I[---------- - AROHITEOVENOINEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND TREAT LUMBER N/COPPER NAFTHENATE HHIr,H SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: 1. ALL 5LA55 TO BE IN5LILATED LOH-E, UNLE55 OTHERHISE SPECIFIED. LHNC_ - OF "__� AC7AIN5T ALL CLAIMS, PAMAOE5, LOSSES AND EXPEN5E5, INCLUDINO METAL BY REPEATED BRU51HINO, DIPPINO, OR SOAKINO UNTIL THE HOOD ___R� ____---.----.-__ - --- __ __ - �__ __ -I[Nr�- - ________1[I�O __ __ - ATTORNEYS FEES ARISINO OUT OF OR RE5ULTIN5 FROM THE PERFORMANCE OF ABSORE35 NO MORE. ALSO, FOR HARDHARE USED HITH F.T. LUMBER, I.a.l. PLYV40OD: PLYHOOD USED IN STRUCTURAL APPLICATIONS 5HALL 2. OLA55 DOORS AND HINDOV45 SHALL NOT BE INSTALLED UNTIL PROPER IN5UL. � INSULA71ON 11 ZR , R SOLUTION THE V40RK PROVIDED THAT ANY SUCH CLAIM, DAMAOF, LOSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDHARE THAT 15 SPECIFIED BY F.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANr-ES ARE PROVIDED. � - _________.____----__-_1_____. ­­___,___ _____��ZONINr 15 ATTRIBUTABLE TO 50DILY INJURY', SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH AS: HAN5ER5, NAIL5,50REV45, FLA5HINO, ANCHOR BOLTS, VOLUNTARY PRODUCT 5TANPARD I (F5 1) CONSTRUCTION AND INT. J[NT�ERIOR --- - __ INJURY TO OR DESTRUCTION OF TANOIBLE PROPERTY (OTHER THAN THE AORK ETC. FOR LOCATIONS SUCH AS: LEDOER ED.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL FLYHOOP, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL 5LIDINO &LASS DOORS, 5KYLIOHT5, AND ANY OLAS5 UNIT INSTALLED ,�--- � 11 ITSELF INOLUDINC7 THE L055 OR USE RESULTINO THEREFROM). (5) 15 CAUSED IN ETC. ANY REFERENCES TO C,r,A ARE To REPLACED V41TH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOP, V41THIN 19�" OF FIN15HED FLOOR SHALL BE OF INSULATED TEMPERED OLA55, HHOLE OR IN PART BY ANY NEOLIOENT ACT OR OM15SION OF THE NOOP-BA5EP STRUCTURAL- USE PANELS, APPLICABLE COPE UNLF-55 OTHERH15E NOTFD. CONTRACTOR, ANY 51,150ONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOHINO: EVALUATION REPORTS. . EMPLOYED BY ANY OF THEM, OR ANYONE FOP, NHOSE ACT5 ANY OF THEM MAY A. TRUSS JOIST McMILLIAN I.clE MICROLAM 4. ALL OLAS5 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE HITH ______ -------------.-----------���.-�-����- BE LIABLE RE0ARDLE55 OF NHFTHER OR NOT IT 15 CAUSED IN PART BY A B. OEOR&A PACIFIC 2.Crz O-F LAM 1.5.2. ORIEN7EP-5TRAND BOARD (055), HAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPECIFICATIONS. --- _ ._____________________._ - - - _____ ­ - -- �_7- - PARTY INDEMNIFIED HFREUNPER. P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR HAFERBOARD USED IN STRUCTURAL IONS SHALL MEET I -_ -_ I- A. TRUSS J015T McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL HINDOV45 70 BE CAULKED AND SEALED AS PER NEA YORK STATE INSULA71ON $ FENE57RA71ON REOUIRD�-IEN75 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDINO ALL TO BE INSTALLED AS PER MANU. 5PEO.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENEROY CONSERVATION CONSTRUCTION CODE. - ----------------.-- - - ____ - .- - �_-_:_�- -�--,-,--.��-�- ,-=-------.-=-�---.��-�------- � --------.---------- BUT N07 LIMITED To FORM-HORK, BLOC,K-HORK, FRAMINO, NAILINO, PLACINO STANDARD FOR HOOID-SA5ED STRUCTURAL- USE PANELS OR !� , OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACC-ORDANCE V41TH THE HOOD APPLICABLE COME EVALUATION REPORTS. 6. PROVIDE FLA5HINO P�,NS UNDER ALL SLIDINO &LASS DOORS, HINDOHS, OR PROPOSED ME510N l� r,ODE PRE5CRIPTIvE VALUE 4 To BE SURE THEY ARE IN ACCORDANCE NITH THE DRANINOS, 5PEC,IFIr,A7ION5, , FRAMINO MATERIAL STANDARDS SECTION, THE 5OVERNINO BUILDINe CODE, ANY 07HER TYPE OF OLA55 UNIT HHEN HITHIN b" OF AN EXTERIOR SURFACE. COMPONENT j! MPLIE5 APPLICABLE CODES AND OOOP PRACTICE. DEVIATIONS FROM THE PRANIN05 AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANLJFAr,TLJRER'5 1.53. PARTICLE BOARD: PARTICLE 50ARD USED IN STRUCTURAL VALUE I i CITATION (PER 20:20 NY5E000) CFO � AND SPECIFICATIONS V41LL NOT BE PERMITTED HITHOUT eqRITTEN COVE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY 1. ALL EXTERIOR DOORS ARE TO BE NEATHERED STRIPPED AND PROVIDE ALL --- ­___ 1L�_________ ­ _____ --- ___ I . 11 25. NOTCHES IN THE TOP OR BOTTOM EDOE OF SOLID SANN RAFTERS SHALL EVALUATION REPORT. U-VALUE = 0.25 ��MAX. U-\/AL.UE: = 0.5.2 1� 1� 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAV41NOS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 95. ALL OLA5515 TO BE FREE OF 50RATCHF-5 AND IMPERFECTIONS. OLASS FENESTRATION U-VALUE AIR LEAKAC-E = 0.!50 CFM/SF 11 MAX. AIR LEAKA0E = 0.50 CFM/SF -5 ,ONVITION5 - !I PER R-402.4.5 4 TABLE R402.1.4- CLIMATE ZONE 4 I YF NEEDED, UNLE55 OTHE"15E SPECIFIED. ALL DIMEN51ONS AND C OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL lb.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE OUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. ____ ___ _________1_---­­��=----_--__-­_-:­ .. - � - 1____ _______________________ -- - �� AUTHORIZATION OF THE ARCHITEOVENOINFER. � REQUIREMENTS AS SET FORTH IN THE MANUFAC,TURER'5 COPE SCREENS AND HARDHARE NECESSARY FOR PROPER FUNC71ON OF SUCH UNITS. ___ . ____.______- -----�-____ I I PERTAININO ARE TO BE FIELD VERIFIED. RAFTER DEPTH. HHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AlcI4.1 CF-LLUL0510 I- - -:,-_____ - __________ -___ ___ ____-I ______ 441 SPRAY FOAM INSULATION 11�MIN. R-\/ALUE = 411 1 EXCEED ONE-FORTH THE ACTUAL RAFTER DVIT,4- BORED HOLES ARE LIMITED FIBERE30ARD OR A5TM 0:20e) STANDARD SPECIFICATION FOR cl. ALL HINPOH5 70 BE ANDERSEN IF CONTRACTOR 15 70 SUBSTITUTE V41TH CEILINS R­VALUIE I YES 1 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EX15TIN5 HORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAF,�,rg DEPTH AND THE EDOF OF THE CFLLUL0510 FIBER IN5ULATINC7 BOARD. ANOTHER NINDON MAWFACTURER, IT 15 THE RESPONSIBILITY OF THE i I THICK(R=7I/INCH) i-F.R TABLE R402.1.2 - CLIMATE ZONE 4 1 � ------- IRI.---------- - �____ - __ --- I - �i -_ _____-- .. ____---____ HHICH INTERFERES HITH NFH CONSTRUCTION IN A NORKMAN LIKE MANNER. HOLE SHALL NOT BE OL05ER THAN 2 INCHES- TO THE TOP OR BOTTOM EDOE5. CONTRAC,TOR TO VERIF'T'THAT THE CHARACTERISTICS OF THE HINDOH MATCH EXTERIOR( .1xb11) V400D 1;MIN. P-VALUE = 20(r_A\1ITY) lb.5. STRUCTURAL PANEL 51PINe STRUCTURAL PANEL 51DINC-7 USED IN THE CHARACTER15TICS OF THE ANDERSEN HINDOH SPECIFIED. THE [R_-21 BATT INSULATION : IF YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS r> IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS ARE-AS FOLLOH5, BUT NOT LIMITED TO: DESION PRESSURE, RAME NALL R-VALUE 1 PER TABLE R402.1.2 - CLIMATE ZONE 4 � (_ __--------- . � 24. NOTCHES IN EITHER EDOE OF STUDS SHALL NOT BE LOCATE �F 0�1 Oz�L I - -- � - .­­ , SPECIFICATIONS, UNLESS NOTED OTHERHISE. MIDDLE ONE-THIRD OF THE STUD LIEN&TH. NOTCHE75 IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUOH OFENINO, U-FA07�:)R, LIOHT AREA, VENT AREA, AND EORE55 ��______- , ______ __- - . - - -____ � __ �­__z___­______- -��__ i - i� THE STUD LENOTH SHALL NOT EXCEED 25% C7 THE ACTUAL DEPTH. E30RED (F5- 1), THE OOVERNINO BUILDINO COME, AND ANY ADDITIONAL REQUIREMENTS. VM R-VALUE = Iq i LUF R-50 BATT INSULATION I ! i 1 22. PROVIDE FIREBLOCKINO AS PER NEH YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 4o% OF THE ACTUAL STUD DEPTH AND THE EDeE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION I F­1;Z TABLE R402.1.2 - CLIMATE ZONE 4 � YES OF THE HOLE SHALL NOT BE r_LO5FR THAN 5195" TO THE EDOF OF THE STUD. REPORTS. 10. AINPOA5 IN TUE3/5HONER ENCLOSURES AND NITHIN 5TARHAY5 SHALL BE _____]____ ----- .- - _ � - - -,�; _ _ i I �i� -- - -- � ­______­___- 25. PLEASE N07E THAT THESE PLANS ARE PROTECTED A&AIN5T ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE 5AMF_ OR055-SEOTION. TEMPEREP OLASS. FIFE 11 MIN P,-\/ALUE . 5 UNAUTHORIZED USE UNDER FEDERAL LAH BY THE ARCHITECTURAL HORKS IFE INSULATION i 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNF07OR5 SHALL I PER R405.4 * R405.r, � YES COFYRIOHT PROTECTION ACT OF 11110 (AHOPA), HHICH HAS SEVERE PENALTIES. ��#�__-___i_5P_____ �L­ i 25. FOP, NEN HALLS, A PERFORATED 5HEARkIALL SYSTEM Is USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 7HROUOH M 2.2.1. 11. EXTERIOR OLAZINO SHALL BE PROTECTED FROM HINDBORNE DEBRIS. i- CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, OLAZED OPENINO PROTFOTION SHALL MEET THE REQUIREMENTS OF THE LAROE COMPLIANCE STATEMENT: NOTES, AND TABLES ON PAOE 0-005 t 0-004. THE FASTENINO SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY HITH AN51/ASME E3 0.2.1 SQUARE AND M15SILE TEST OF ASTM F111alb AND A5TM E195&6 AS MODIFIED BY 2020 NYS 6C, TO THE BEST OF MY KNOKLED&E,BELIEF, AND PROFE55IONAL JUDC-MENT,THE5E PLANS AND SPECIFICATIONS ARE IN CODES AND REFERENOE 5TANDARD� SPECIFIES THE REOV NAILINO FOR THE SHEATHIN5 (ANY NAILINO HEX BOLTS AND 5r_RFA5 (INCH SERIES). SECTION 501.2.1.2.1. OARAOE DOOR OLAZED OPEN1NO PROTECTION SHALL MEET COMPLIANCE KITH THE 2020 NY5 ENEROY CONSERVATION r,ON5TFjJCT1ON CODE USINO CHAPTER 4[RE]. 1. ALL NEV4 HORK PERFORMED SHALL CONFORM TO THE 2020 NEN YORK SPEC I FICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENINO THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR STATE BUILDINO CODE, 2020 NEH YORK STATE IREVIDENTIAL CODE, 2020 SCHEDULE). HOLDoHN5 OPERATE IN CONJUNCTION V41TH THE PERFORATED 2.2.2. LAO SCREH5: LAO SCRENS OR LAO BOLTS SHALL COMPLY HITH ANSI/ AN51/DA5MA 115. 1 � NEH YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEH YORK SHEARKALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC,.'s). A5ME 5195.2.1 SQUARE AND HEX BOLTS AND 50REH5 (INCH SERIES). - � STATE ENEIROY CONSERVATION CONSTRUCTION CODE. S ARE SPECIFIED ON THE FOUNDYFLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, V400D STRUCTURAL PANELS V41TH 2. REFERENCE STANDARD USED FOR ALL P400D FRAMIN5, CONNECTIONS OF 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A THICKNESS OF NOT LESS THAN a" AND A 51-AN OF NOT MORE THAN V5HALL � HOOD FRAMIN0, AND CONNECTION TO FOUNDATION - 2019, V400D FRAME 2(b. COLUMN BEARINO AS FOLLON5: SHALL MEET THE REQUIREMENTS OF ANSI/TFI I NATIONAL DEBION BE PERMITTED AS OLAZIN5 PROTECTION. PANELS SHALL BE PRECUT AND . 102 I CONSTRUCTION MANUAL BY THE AMERICAN FOREST $ PAPER A550VATION HOOD P05TINe 70 BE BLOCKED SOLID TO FOUND. HALL w/END ORAIN, STANDARD FOR METAL PLATE CONNE07EP HOOD TRU55 CONSTRUCTION, ATTACHED TO THE FRAMINO SURROUNDIN5 THE OFENINO. PANELS SHALL BE z � TREATED V400P 4 FLA514INC7. 57EEL COLUMNS ARE TO BEAR UPON FOUND. THE 0OVERNINO BUILDINO CODE, AND ANY ADDITIONAL REQUIREMENTS FREDRILLED AND 5EOURED V41TH THE ATTACHMENT HARDNARE PROVIDED AS w (AF4PA) AMERICAN HOOD COUNCIL (AHr,). E HALL H/ STEEL SHIMS $ A MIN. 5/4" OF NON-5HRINK &ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORAOE METHOD SELECTED IN ACCORDANCE NITH TABLE 2 5. ALL FLUMBINO HORK SHALL CONFORM TO THE 2020 NEH YORK STATE SECURE p4/(2) 1/2" 0 ANCHOR BOLTS (4" LONO EXPANSION BOLTS a R501.2.1.2. ATTACHMENT HARDHARE SHALL BE PERMANENT 0 FLUMBINC7 COPE. EXIST. HALLS 4 12" LONO HOOKED BOLTS a NEH FOUND. HALLS). FOR ANY 2.2.4. METAL CONNECTORS HHERE METAL PLATE OR 571RAPPINO SIZE AND CORROSION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 0 I -_ � P05TINO a O.M.U. HALL SEE PLAN FOR REQUIRED IRFINFORCINC, (a MIN. 16" CASE ARE SPECIFIED, MINIMUM ASTM A6655, 5TRUCTURAL QUALITY, ON THE IBUILDINO. 4. ALL MECHANICAL HORK SHALL CONFORM TO THE 2020 NEH YORK STATE NIPE 5 COURSES OF 50LIM BRICK MA50NRY CENTERED a POSTINO, U.C.N.). ORADE 53 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ­________________ - _­__ ____ - - - __1 _­____-__ I MECHANICAL CODE AND 2020 NEH YORK STATE FUEL OAS CODE. HOHEVER, HHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 0OVERNINO BUILDINO CODE AND ANY PLUM5INQ i� �_ CLi �_ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS 1. CONTRACTOR SHALL IN5TALL HATER SUPPLY, DRAIN, HASTE, AND VENT (DNV) TABLE R501 -1 < IN ASHEARKALL, ALL ANCHORS MAKINO AN ATTACHMENT ARE TO BE H/ I CLIMATIC $ 51=06RAPHIC 1�1=516N CRITERIA a CODE EVALUATION REPORTS. SYSTEMS TO NYS PLUMBINO CODE AND NYS DEC P 1 5. ALL ELECTRICAL V40RK SHALL CONFORM To 201-7 NATIONAL ELECTRIC STANPARP 5HEARNALL HARDHARE (p# NOTED VALUES) 4 ANCHOR BOLTS, ,EOULATIONS. j, ALLOV4ABLE DEFLECTION Cf= 5TRUCTURAL MEMBERS � - CODE, NFPA -70 AND 2020 NEN YORK STATE ENEReY CONSERVATION U.O.N. AITH TOP CAPS a STEEL COLUMNS TO BE MIN.)4"' BENT PLATE e0 LONe I 7- I __ CONSTRUCTION CODE. wl b" R15E 4 H/(2) 5/4"O BOLTS THROUOH CENTER LINE OF VERTICAL LEOS 2.2.5. NAILS: NAILS SHALL COMPLY HITH ASTM F 1667 STANDARD 2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. - I OROUND SNOV4 LOAD 1 25 LBS >; SPECIFICA71ON FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. I i w SET 6" D15T., U.C.N. - ADDITIONAL INFO. 15 FOUND ON PAOF e-005. ' ,� ' : IX 5. ALL HATER PIPING TO HAVE CLEAN OUTS AT ALL C,HANOFS IN DIRECTION , ALLONABLE i � � STRUCTURAL MEME3ER I !11 BASIC HIND SPEED - 2.2b. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES AND AT BASE OF VERTICAL HASTE PIPES. I DEFL.Ec�,-TION i --- - _____ 150 MPH . QENFRAL HIND PROTECTION CONNECTION NOTES: SHALL MEET THE REQUIREMENTS OF THE 0OVERNINO BUILDINO CODE ______ -__1 __ _ __ --.-- - - . --4 i i !__­­�___ _7 I APAPTEP FROM STANDARD FOR HURRICANE RF-515TANT RESIDENTIAL AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 4. USE 4" CAST IRON THROU6H FOUNDATION HALL AND PITCHED AT Ile)" PER i CONSTRUCTION;55TD 10-11cl AND 2015 550 HIOH HIND EDITION HOOD FRAME ASPHALT ROOFINO 5HINOLE5 MANUFACTURER'S CODE EVALUATION REPORTS. FOOT. RAFTERS HAVINO SLOPES OREATER THEN 5/12 � 1, EXF05URE CATEOORY 5 CONSTRUCTION 1. ALL SLOPED ROOFINO 5HINOLFS SHALL BE OAF-CLA55-A ASPHALT ROOFINO HI NO FIN15HED CEILINO ATTACHED TO RAFTERS r L/IaO I --�- .----- - .,- DAP,C, I. A CONTINUOUS LOAD PATH BETHEEN FOOTIN55, FOUNDA71ON HALLS, 5HINOLE5 OR APPROVED EQUAL. � I .,, 2.2.1. SOREHS: 5CREHS SHALL COMPLY NITH ANSI/A5ME 515.6.1 5. OENERAL TRAP AND HASTE SIZES AS FOLLOP45, UNLE55 OTHE"15E NOTED: -------1, ------------- SEISMIC, DE51ON CATEOORY : B . c '-�, �//,� i . � FLOORS, STUDS AND ROOF FRAMINO SHALL BE PROVIDED. 2. 5HINOLE5 SHALL BE APPLIED OVER 15# BUILDINO FELT, UNLESS OTHE"ISF NOODSCRENS (INCH SERIES). - D15H KASHER.........................................211 1 INTERIOR HALLS 4 PARTITIONS i H/150 ' ; � 11, - - 0 *�O. - KITCHEN SINK........................................2" 1 1 1 .111, ) 2. APFROVFP CONNECTORS, ANC,HC)R5 AND OTHER FA5TFNINO DEVICES NOT NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-HEATHER-HATCH ICE - LAVATORY..............................................2" ______ ­ .. - - - . .. - - _� .HEATHERINO SEVERE 41 . '114ft� �i ,�I., �1_ - INCLUDED IN THE STANDARD IBUILDINO CODE, SECTION 2506 OF IBO SHALL AND KATFR BARRIER FROM EPOE OF EAVF TO 24" INSIDE EXTERIOR HALL - SHONERMB..........................................2-1 �FLOORS 4 PLASTERED OEILINOS I L/T-3(b 0 1 .0 ",'i I�1_1��Z)"'.. BE USED IN ACCORDANCE HITH MANUFACTURER'5 RECOMMFNDATIONS. LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHINO CONDITIONS. MECHANICAL CONNECTIONS: I ; I FROST LINE DEPTH 51-0.1 n , �11 , 4 - TOILET........................................................5" ___________________________ - ;----- __-------.--.- __� - -- - -- , , I : * P" i4�=A,;I;, -,A- �___ j 5. PROVIDE FLA5HINO NECE55ARY FOR HATER TIOHT AND HEATHFRPROOF - LAUNDRY ................................................21, � � ---------- 1 4.1 -104 � "I 5. METAL PLATES, CONNECTORS, SORENS, BOLTS AND NAILS EXPOSED 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE ALL OTHER STRUCTURAL MEMBERS L/240 I - _A14'."* - �1_ - - - ,.___,�/ . DIRECTLY TO THE AEA7HER OR SUBJECT TO SALT CORRO51ON IN COASTAL CONSTRUCTION. SUBSTITUTED HITH AN APPROVED EQUAL PRODUCT. FLOOR DRAIN.........................................511 i � TERMITE MODERATE TO HEAVY (P - - -.1 I I , ______ _____--------------.--- __ __- __�-------------- ___ � - _____� I - : : - ! - - AREASSHALL BE STAINLESS STEEL OR HOT DIPPED OALVANIZED. 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INOREASED TO 4" EXTERIOR HALLS K/ PLASTER OR STUCCO FINISH ! H1560 � 74 FO' 4. ROOFINO 15 TO BE APPLIED IN STRICT ACCORDANCE N17H MANUFACTURERS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM OR17ERIA SPECIFIED ____ I i ICE BARRIER REQUIRED YES - ,\ -, THROUOH ROOF. ___�­­_­ t - OF 14 ; 4. HHERE HINPOH5 AND DOORS INTERRUPT HOOD STRUCTURAL PANEL SPECIFICATIONS. BY "SIMPSON" MANUFACTURER. : � - t I N r- - EXTERIOR HALLS - HIND LOADS H/ BRITTLE FIN15HE5 L/:240 I SHEATHINry AND 51DINO, FP,AMlN,:5 ANCHORS OR CONNECTORS SHALL er 5. NAILINO OF ROOFINO SHALL BE TO CODE. 5. ALL LOADIN& CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES -T. PROVIDE FROST-PROOF HOSE BIE35 H17H EASILY ACCESSIBLE DRAIN 4 __­----------------- I I PROVIDED AT THE TOP AND 507TOM OF CRIPPLE STUDS, HEADER STUDS DRAIN COCKS AS REOV.H05E BIBS SHALL BE PROVIDED HITH BAC,KFLON J --I AND AT LEAST ONE STUD AT EACH SIDE OF OFFNINO. 6. CORRO51ON RESISTANT 11 OAC7E ROOFINO NAILS AND 16 OAOE STAPLES ARE INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL PROTECTION. EXTERIOR HALLS - HIND LOADS H/ FLEXIBLE FINISHES L/120 LOAMINO VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY _______­----------- -- --� --.,. - I - 5. RIDOE STRAP5 SHALL BE ATTAOHED 70 EACH FAIR OF OPPOSINO FERMI I 1 t7_0 LOAPINO VALUES ARE LESS THAN NHAT 15 SPECIFIED BY "5IMP5ON" 6. HASTE FROM CLOTHES HA5HER5 AND LAUNDRY TUBS ARE TO BE PROVIDED __ _____ __________________ __ - - -_-= --- ________ - - __- _ ­ I . PROJECT: , RAFTERS EXCEPT HHFRE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 HITH BACK FLON PROTECTION. --- - __­___ LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH FAIR OF 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDINC, FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED OALVANIZEP .----_____------------7 RAFTERS. 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALHAY5 BE CARRIED OUT AS PER cl. THE HATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY V41TH LOCAL 57RUC,7URAL r�)ESION LOAF-)S � 6-175 OREGON 6. UPLIFT CONNECTOR5 SHALL BE PROVIDED AT EACH RAFTER BEARINO. &. ASPHALT 5HINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF MANUFACTURER SFEC,IFICATION5 OF THE PRODUCT BFINO INSTALLED. HEALTH DEPARTMENT STANDARDS AND REOULATION5. I THE SEALANT TO UPLIFT FORCES U51NO ASTM D 6551. --------------------- --�. ----�.. _ _____ -__----: - - - __! ROAD LLC - . 1 - - - - .. - __ � --- . 10. APPROVAL AND INSPEr,TION 15 REQUIRED BY LOCAL JURISDICTION PRIOR - ------------ ,L�i____ - -- - -� I I � -1. FLOOR TO FLOOR HOLD-POHN5 To BE PROVIDED EVERY 4&" ANP EVERY 6. ALL FASTENINO CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER TO CONCEALMENT OF FLLME31NO. u5E � I VE LOA0, 1,,!F_)EAD LOAD'� 16" P41THIN 4' OF EXTERIOR CORNERS. OYPSUM HALL BOARD SPECIFICATIONS OF THE PRODUCT BEINS INSTALLED F ____ ____!__________1�_ 7_t�j 1. &YP5UM NALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT -1. VARIATIONS IN CONNECTOR CONFIOURATION SHALL BE APPROVED BY 11 NOTC,HINO AND E30RINSOF 5TUDS, JOISTS, RAFTERS AS PER BUILDINO CODE. k I� 95. SILL PLATE TO FOUNDATION AM�HORAOE;SILL PLATE SHALL BE ANCHORED NC) NOTCHINO AND BORINO OF STRUCTURAL MEMBERS SHALL BE PERMITTED EXTERIOR BALCONIES 1 40 psf i i 15 pr.f TO THE FOUNDATION NITH ANCHOR BOLTS HAVINO A MIN. BOLT DIAMETER COMPOUND METHOD. ARCHITECT NOR ANY POTENTIAL DAt-'A0E THEREOF. ---------------I__..____---.-.------___I�_ __,_­­.____ � __---i 6:175 OREGON ROAD � i i OF I" AND 5"xV'x�" HA51HER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE . PECKS 1 2. ALL OYPSUM BOARD SHALL BE 1/2" ON KALL5 AND CEILINO, UNLESS 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM � 40 psf �� 15 psf i PROVIDED NITHIN 6 TO 12 INC,HES OF EACH END OF EACH PLATE. ANCHOR I i: . CUTCHOGUE, NY 11935 BOLTS SHALL HAVE A MINIMUM JE-MBEPMENT OF 1" IN CONCRETE/MASONRY OTHERINSE NOTED. HATER RESISTANT (H.R.) AT BATHROOMS AND NHERE HANOERSHALL BE ALLOKED TO BE 5UB5TITUTED V41TH A TOP MOUNTED MECHANICAL, FUEL OAS: i __ _�! FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED NITHIN 12" OR CORNERS DEEMED APPLICABLE. BEAM HAN5ER. ONLY ALON& NITH 5FECIFIC,ATIONS LISTED ABOVE. 1. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY v41 THE PA55ANOER VEHICLE OARAOE5 � 50 psf I AS PER, PLAN 1 - . 11 I AND AT SPACINO NOT EXCEED11,40 4' ON CENTER. NY5 MECHANICAL CODENNP FUEL OAS COPE ___�!_____-____!�I ____� 5. 5/a,", ONE HOUR RATED, TYPE W C7YP5UM BOARD ON CEILIN 6 AND HALLS I; � (NHERE APPLICABLE) AT HEAT PROMUCINO EQUIPMENT TO EXTEND THREE FEET ATTICS HITHOUT 5TORAOF (MAX CLEAR HOT < 42") I 10 psf 1 15 psf DRAWING TITLE: - IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PROPUICIN5 INSULATION __ I _­_ --- __________4, _______ - - --- - ---i 1. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED HITH FOIL FACED ELECTRICAL: 1� 1� GENERAL NOTES 20 p5f ! 15 pef Q OC FLOOR OR IF PLACED ON HOOD FRAME, INSTALL FIBER&LA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 1. ALL NEHLY INSTALLED ELECTRICAL HORK OR APPLIANCES SHALL CONFORM ATTICS NITH STORAOE (MAX CLEAR HOT > 4:2")�,--- 1! 11 .___ ____!.________ _ ----.--I CONCRETE PANELS OF 5/95" THICKNE55 MINIMUM. FOIL TO BE PLACED TOHARD HARM SIDE. TO 2011 NATIONAL ELrzr,7RIC CODE, NFFA -10 AND 2020 NEN YORK STATE ---------I _____ - - ______ I , 51TE HORK ENEROY CON5ERVATION CONSTRUCTION CODE. ROOMS OTHER THAN 5LEEPINO ROOMS 1 40 psf : 15 psf 1 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES,CORNERS, AND ED&E5 SHALL BE � I 1. STAKEOUT 15 To BE PERFORMED 5Y A LICENSED SURVEYOR 2. PROVIDE 2" R-10 RIOID FOAM INSULATION FOR EXTERIOR FOUNDATION __ I STRUCTURAL DESIGN CHARTS TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLON 24 HOURS HALLS FROM b" 5ELOH ORADE TO 24" 5ELOH ORA17)E IF DESIRED BY 2. CONTRACTOR HILL FURN15H A 1`91RE UNVERHR17ERS CERTIFICATE UPON i i 2. VERIFY ALL OIVEN DATA ON DRAHINOS. IF THERE 15 A DISCREPANCY, To DRY BETHEEN COATS. FINAL COAT TO BE SANDED SMOOTH. SLEEPIN6 ROOMS 50 p5f 1 15 psf I CONTRACTOR OR OHNER. CARE SHOULD BE TAKEN NOT TO DAMAOE COMPLETION OF HORK. ______ I RECEIVE CLARIFICATION FROM ARC,HITECT/ENOINEFR PRIOR TO PROCEEDIN5. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND FOUNDATION KATERPROOFINO. �� i� L_ � 5. SMOKE DETECTORS, IN CONFORMANCE AITH NFPA 12: STAIRS 40 psf k 15 psf 1 5. EXCAVATE AND BACK FILL FOR HORK INDICATED ON DRANIN&S. ALL OPENIN65. 5. &ENERALLY, UNLE55 NOTED OTHE"15E, INSULATE AS FOLLOH5: - OENERALLY, VERIFY OR PROVIDE HARD HIRED j,�-----, ____ __-,--------- PAGE: STOCKPILE TOP501L OE37AINF-D FROM 5TRIFFIN6 PRIVEHAY AND BUILDINO - 41" R-50 FOR FLAT CEILIN55 SMOKE DETECTORS t-4/ BATTERY BACK-UP IN: _____________�-_- --_ -- ---- - -� SITE. STOCKPILE ALL EXCAVATEDMATERIALS. (b. FA57EN 6YP5UM BOARD AS PER FA5TENINO SCHEDULE ON PAOE 5-005. OUARDRAILS AND HANPRAIL5 I 200 PF,� I 15 p5f i - 5.25" R-500 FOR VAULTED AND CATHEDRAL CEILINOS I I ii i m __­_--____.________­ -_- � - - - .----- _,!- � - - - �-� ____ � I - 5.5" R-13 FOR Vx4" HALL CONSTRUCTION A. EACH SLEEPINO ROOM i I i 4. NEH AND EXISTINO BACK FILL MATERIAL ARE TO BE FREE OF NEEDS, TREM - 5.25" R-21 FOR 2"xb" HALL CONSTRUCTION � I I ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE - 5.25" R-21 FOR FLOORS E3. OUT51DE OF EAr,H SEPARATE SLEEPINS, ROOF LOAVINO (LIVE = 0ROUND SNON LOAD) � 25 p5F ''! i2 p5f r-OP,ATTIC A-100 1 15 psf FOR CATH. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM STE. i I AREA IN THE IMME_-.?IATE VICINITY OF i !1 THE BEDROOMS (C-ENERALLY THE HALLHAY) . i � . 5. PROTECT TREES HITHIN EIOHT FEET OF THE BUILDINO. ___________­___.____ ­_________,_!_ -­­ - ----.--. ___ I __ 1. � � - � __ " 11 --------___- E- ___ EG CIPMEN _ _T__ ____ - 5TI:N - EE x__1 _ :0: [E 7XT Ez R I 0 ____7�1 0. EVERY LEVEL OF DHELLINO *ALL STRU07URAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE NITH (5A5MV4T, FIRST FLOOR, 4 SECOND FLOOR, ETC) A50E '7-10 (MINIMUM DE51ON LOADS FOR BUILDIN05 AND OTHER STRUCTURES) . DATE: 09/01/20 2 OF 16 - - I I I HOLE�)ONN EDE7AILS 71"FIC.,AL NAIL I NO/57RAFFI N C-5 REGUIRFD�EN75 FOR FA57ENI-NO 5r_,HF_[)ULE A ALL HARDNARE TO BE INSTALLED AS PER MANU. SPEO.'s;MANUFACTURER Uf= LIF7/ SHEAR/ LA7ERAL NINE) RE5I57AN(fE I NOTE: THIS 5CHEnULE DOES NOT INCLUO)E NAILINO FOR METAL FRAMINO STRAPS 5UBSTITUTION5 MAY BE MADE NHEN LOAD CAPACITIES ARE MATCHED I (SEE FIAOE 6-005 FOR 57RAPPINO AND NAILINO REGUIREMENT5, "ALL 57RAPPINO 70 BE V4"x 20 6AU5E** -- "5IMPSON" EGUIVALEN7 - C520 (COILED 57PAr->) AND ROIJOH OPENINO FRAMINO REOUIREMENT5) A": ;ZZA! 5FEr,1F1rATION, IT AFFLIF-5 UNLESS NOTED OTHERV41SE *U5F- IOd NAILS IF 57FAFf=IN5 15 OVEF, FL-T'NOOD; T-1'P. FOR ALL L(P—OHEDULE AS PER ANr, 201a NOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) FA5TENER SPEC. FASTENER HOLC)OAN 'A' HOLr��ONN S' DF-SrRIFTION CONNE07ION A AND OUANTITY 5FACINO NAILINO FOR NEN 4 EXIST. FOUNDATIONS ROOF i$ CEILINO FRAKNO 1.DIM's ARE ALL MIN.*is BASED ON USE OF ONLY A Ibd ENIONALL NDNALL COMMON NAIL H/c PREBORED HOLES. 211 — RAFTER To TOP PLATE (TOE-NAIL) SEE PAOE 07-005 PER RAFTER (5) 2x FULL (5) 2x FULL CORNER 57UP AT f;ZAFTER TO RIDOE :2.PqOOD 15 ASSUMED TO BE D,F,#2 4 BTR. IN DRY USE HEIr__HT STUD HEI5HT STUD CONNECTED TO CORNER STUD CONNE('TI ON: SERVICE CEILINO J015T TO TOP PLATE (TOE-NAIL) SEE PAOE 0-005 TRANSFER SHEAR PER J015T CONNECTED TO 5.SHOULD THE HOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR (EVIDENT DURINO INITIAL INSTALLATION)PREBORE THE NAIL - "51MF'50N" HOW) FOR STRAP - AOMMON CEILINO JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PA5F_ 0-005 EACH LAP -1( it HOLES,SET NEK MEMBER. HOLDONN ANCHOR a 2 od COMMON NAILS @ EA. END OF STRAP. 2-16d COMMON LOCATIONS NOTED NAILS a 6" O.C. 4 4.NO MIXINO OF NAIL 51ZES OR i yF 5 ALLOOED NAILS a b" O.C. 4 ON PLANS 10" O.C. IF BLOCKED CEILINO JOIST LAPS OVER PARTITIONS (FACE-NAIL) 01-16d COMMON EACH LAP —10" 0 C IF BLOCKED CORNER POST 5.SEE SECTION 6 FOR ANY REOT TO CLINCH THE NAILS(TO CORNER P05T ROOF SPANS OF 24' OR OREATER, TI&HTLY BOND THE END OF THE NAIL TO A clOo ANOLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) I SEE PA5E 5-003 FOR ROOF SLOPES UNDER 5:12 NITH Q.J.10.T ORAPHIC BELON PER TIE -1 USE 4 e) d COMMON NAILS a HOLDONN ANCHOR a EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE INDS COMMENTARY i BLOCKINO To RAFTER (TOr-NAIL) 2-&d COMMON EACH END SECTION 12.4-PLACEMENT OF NAILS t SPIKES 4 TABLE SLOPES OF 5:12 AND OREATER. LOCATIONS NOTED 4 CR 4-1. ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END �4 CONNE:CTION 51 1$ E32 AT FAFTER TO TOP FLATE TO STUD I NALL FRAMINO HOLPONN INSTALLATION OPTIONS: CONNF-CTION: E32 FOR NEN P. CONC, FOUND.'s o 0 0 FOR STRAP c�COMMON NAILS a TOP PLATE TO TOP PLATE (FArE-NAIL) :2-16d COMMON PER FOOT w HIOLDONN CAST IN PLACE wl-7/a"d) THREAPEM ROD 11 EA. END OF STRAP: FOR, EXIST. P. CONC. OR NENLY CURRED FOUNDA 1^HEN IN TONN OF 15LIF OR NAILINO TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOIST5 - EA. SIDE NOTE#5 II`_ -715110 THREADED ROD (PIRE-DRILLED) EMBEDDED 12" INTO 6EOMETRY EXCEEDS THAT PERMITTED IN 0 CONCRETE N1 "SIMPSON" SET(HI514 5TRENOTH EPDXY 1,,`AX. NAILINS ORID ABOVE UTILIZE 57UD TO STUD (FACE-NAIL) 2-16d Comm Lu ON 24" O.C. ADHESIVE), 4 FOR TEMP.'s 07-400F USE "SIMPSON" AT Y /I I SIMPSON # H2A (OR EaUAL) RAFTER TIE (HI,57H STRENOTH ACRYLIC ADHESI'VE) HEADER TO HEADER (f=A(:,E-NAIL) I(bd COMMON 16' O.C. ALON& EPOES _j FOR, TOENAILIN6 - d COMMON NAILS _j FOR EXIST. /NEN C.M.U. (CONC, BLOCK) USE SAME TOP or BOTTOM PLATE To STUD (END-NAIL) 2_11bd COMMON PER STUD FILL TOP 2 COURSES 50LID 4 CAST IN PLACE HOLDONN CONNECTION FOP, O.J. TO R.R. - d COMMON NAILS ED ROD H/l/Wil) THREADIE REQUIREMENTS FOR'y_-_ RA15ED O.J.'s(KHEN E307TOM PLATE TO FLOOR JO 157, BANI;) JO I ST, 1,2 FOR EA. PLATE TO STUD ABOVE AT (,.J. TO O.J. CONNECTION: ENPJ015T, or BLOCKINO (FACE-NAIL) .2-16d COMMON PER FOOT AF'I'LICABLE) - 4 OR BELON HOLDONN 'r7)' _1�_d COMMON NAILS FOR C.J. TO O.J. d COMMON NAILS FLOOR FRAMINO FOR NEN 4 EXIST. FOUNDATIONS FOR NENLY POURED GONNF-CTION r-,i 4 r-,2 JOIST TO SILL, TOP PLATE or OIRDER (TOE-NAIL) 4-5d COMMON PER JOIST FOUNDATION 0 ONE STORY ONLY (5) 2x FULL ENDNALL HEI&HT STUD CORNER STUD 5RIDOINO TO JOIST (TOE-NAIL) 2-ad COMMON EACH END BLOCKINO TO JOIST (TOE-NAIL) 2-ad COMMON EACH END CONNECTED TO TRANSFER,SHEAR AT STUD TO FLOOR A55FMBL`r -mrx- . HOLDONN ANCHOR a 2-16d COMMON HEIOHT STUD ......... (f,2 TO STUD CONNECTION: BLOOKINO TO SILL or 5-16d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) "SIMPSON" HDO& (5) 2x FULL LOCATIONS NOTED NAILS a 6" O.C. 4 ON PLANS �--10" 00. IF BLOCKED tt N . I- A IT FOP, STRAP dCOMMON L=�OER !57RIF TO BEAM (FACE-NAIL) 5-16d COMMON EACH JOI 5T CORNER POST NAILS a EA. END OF STRAP JOIST ON LEDOER To BEAM (TOE-NAIL) 5-ad COMMON PEP, JOIST FOR EA. PLATE TO STUD ABOVE 4 OR 2-16d COMMON T BELON 2 I(b d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-16d COMMON PER JOIST NAILS a i O.C. lo . I y I I/ ... ....... BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) :2-ied COMMON PER FOOT ROOF SHEA7HINO STRUCTURAL PANELS: INTERIOR ZONE "SIMPSON" ST D14RJ �TICN r�)I 4 P2 SOLID PERIMETER EDOE ZONE ad COMMON 6" EDOE 1:2" FIELD 4 BLOOKINO ad COMMON 6" EDOE 6" FIELD HOLPONN INSTALLATION OPTIOI45: a EA.BAY 5ABLE ENDNALL RAKE OR, RAKE TRU55 N1 ad COMMON 4" O.C. UP TO cj` RAV'7 rIVERHANO FOR NEN P. r-ONO. FOUND25 HOLDONN CAST IN PLACE i,#-7/5"IP THREADED ROD AT 5TUP TO FLOOR ASSEtvfE3LT' TO SILL C,,EILINO 5HEA7HINO FOR EXIST. P. CONC. OR Nf:-;NLY CURRIED FOUND'.'s 1 1/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLA7EL�.) CONNECTION: D2 1/2" MIN. Tf7-ft (I I I CONCRETE N1 "5IMP5)N" SET (HI6H 5TRENOTH EPDXY F15UM NALLBOAIRV 5d COOLERS -71, EDOE 101, ADHESIVE), 4 FOR TEIvIF.'5 O'F-40*F USE "SIMPSON" AT 6FROONER FOP, 57R�,P d COMMON NAILS a EA LOY- o (HIOH STRENOTH ACRYLIC ADHESIVE) ONE #4 REBAR .......... END OF rRAF (NRAP STRAP UNDER SILL PL) SPECIFIED ON NALL SHEA7HINO FOR EXIST. / NEN C.M.U. (CONC. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES 50LID 4 CAST IN PLACE HOLMONN FOR EA. PLATE 70 STUP ABOVE $ OR BELON. - wl-7/5"(P THREADED ROD -2 _16- d COMMON NAILS 5Ti:;,,uCTURAL PANELS Y =_ ad COMMON 61, EDOE 12" FIELD 4 ALTERNATE CONFIOURATION - AE30VE STUD To r--7YF5UM NALL50ARD 5d COOLERS 7" EDOE 10" FIELD FLOOR CONNECTION v41 # LPT4 STRAP W(5) bd NAILS a EA.END SIMPSON (OR ........ OF EA.STRAP TO NAILIN(5/STRAFFINO 9 HEADER STANDAF,17�/ALTE:RNATE EGUAL) a PLATFORM To SILL PLATES EA.J015T-(FOR FLOOR SHEATHINO (5UE3FLOOR) ALTERNATE USE NOTATION: 5IMP50N H25A) STRUCTURAL PANELS: A - NUMBER OF ad NAILS a EA. END OF STRAPPINO (20195 NFOM,TABLE 5.1,P. 1541) z 5 - NUMBER OF SILL STUDS-ON FLAT(vOE5 NOT APPLY TO DOORS) (2019, NFCM,TABLE 5.255,P. 2cll) C,0NNEr_,TION E 11, or LE55: ad COMMON (01, EDOE 121, FIELD w r� - NUMBER OF FULL Hr=I6HT KINO STUDS a EA. SIDE OF HEADER (2015 NFCM,TABLE 5.250,P. 2112; OREATER THAN I": I Od COMMON 6" EVOE 12" MELD ALTERNATE AS PER TABLE 5.23D,P. 2c[3) 0 V - NUMBER OF Ibd NAILS,END-NAILED THROUCH ADJACENT KINO STUD TO ENO OF HEADER a EA. SIDE NAILINO REaUIREMENT5 ARE BASED ON NALL SHEATHIN6 NAILED b" O.C. AT THE PANEL EDOE. A (2015 PNFCM,TABLE 5.1,P. Oct) AT STUD TO FLOOR ASSEMBL'1' TO SILL ALTERNATIVE NAILINC7 5r-HEDULE5 SHALL BE USED NHERE NALL 5HE-ATHINO NAILINC-715 REDUCED. E - NUMBER OF JACK STUDS a EA. END OF HEADER(2015 NFCM, TABLE 5.22F,P. 255) FOR EXAMPLE, IF NALL SHEATHINO 15 NAILED 5" O.C. AT THE PANEL EMOE TO OBTAIN H16HER -NAILED THROUOH ADJACENT JACK STUD TO END OF 5ILL(5) a EA. 51DE 4 FLATE(5) CONNECTION w F - NUMBER OF Ibd NAILS, END SHEAR CAPACITIES, NAILINO REOUIREMENTS FOR STRUCTURAL MEMBE 4' RE, SHALL BE DOUBLED, OR (DOES NOT APPLY To DOORS) (201& kqFr-M,TABLE 5.5,P. NI) .4 SLAE3 ON ORADE AFI"LIr.,A7ION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. 4 4 2 _ NHEN NALL 5HEA7HIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE 4, NAILS SHALL BE PERMITTF_r:� TO BE REDUCED To I-I&D NAIL PER FOOT. TABULATED NUIM5ER OF 'i FOR, STRAP ad COMMON NAILS a EA. 5 - FOR ROOF 5HEATHIN5 NITHIN 4' OF THE PERIMETER EDOE OF THr= ROOF, INCLUDINe, 4' ON EACH 4 END OF STRAP (HRAPSTRAP UNDER SILL PL) SIDE OF THE ROOF PEAK, THE 4' FERIMETER EDOE ZONE: ATTACHMENT REGUIREMENT5 SHALL BE . 4 1 f=ASTENIN(5 SCHEDULE 5 4, 1. USED. ROU6H OPENINO FRAMINO REGUIREMENT5 FOR V41NMOKVOOR OFENIN55 FOR EA. PLATE TO STUD ABOVE 4 OR BELON - (IN ACCORDANCE NITH NOOD FRAME CONSTRUCTION MANUAL 2015 EIDITIO 2 d COMMON NAILS A NOTATION A p ROUC7H OFN5 2 4'-0" .4 1 .2 :2 2 :2 OAE3LE ENDNALL PROVIDE (2) :2"xIO` HDR (MIN.) U.O.N. 5FL I r-.,, I NO OF TOF FLA7E E3RAC,1N0/5TRAf=f=1N(5 A (5) - REOUIRES SILL PLATES OF 2"xb" (MIN.) FOR RAKES 12"OR N : , TOP PLATE BLOCKINO 2 LESS PROVIDE SPLICE TOP PLATE SPLICE REGUIREMENT5 TOP PLATE SPLICE REGUIREMENT5 BAYS BACK a BLOCKIN5 a 12"O.C. '7 2 4 V LENOTH FOR NIND - EXPOSURES E34C FOR NIND - EXPOSURES 640 - _O.. O.C. TO ASHEIVE RAKE O.H. ALL OTHER CASES ONE 5TORY' SLAB ON ORADE ROOF BUILDINO MINIMUM 5PLICEI-2-" BUILDINO MINIMUM SPLICE DIMENSION (FT.) LENOTH (FT.) DIMENSION (FT.) LENOTH (FT.) 6175 OREGON rrT. STRAP &q/ (5) 5d NAILS EA. END 1:2'-0" 12--0" Or- EA. STRAP ROAD LLC A N C.,H 0 F-, E3 0 L T 5 F E r-.., I F I r-,,A71ONS 161-01. I(O.-011 4'-0" 20'-0" 4'-O"/B'-O" :20'-0" 5.-011 N i 6:175 OREGON ROAD roll IZ. 1 LOCKIN&.2 BAYS CORNER SPECIFICATION (2015 NFCM TABLES 5.2A 4 5.213, F. 15 24'-0" 4'-0"/5'-0" 241-011 -01, BACK a 4-011 0.0.1, CUTCHOGUE, NY 11935 CONDITION FOR ALL STRUCTUIRES� ANCHOR BOLTS a 5ct" O.C. :2&'-0" -oil AV 52'-0" DRAWING TITLE: SECOND FLOOR HOLDOWN, ANCHOR BOLT, NOTES: 1.TABULATED SPLICE LENOTHS ASSUME TOP PLATE-TO-TOP PLATE STRAPPING, & NAILING DETAILS CONNECTION U5IN5 2-16d NAILS PER FOOT.FOR SHORTER SPLICE LENOTH5,THE NAIL SPACINO SHALL BE REDUCED IN ORDER TO 40'-0" 51-07101-011 401-011 FASTENING SCHEDULE 1. MIN. "V EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOOKIN62 BAYS END v41 5" SOUARE NASHER5 AND END NUT SETUP; 2.TABULATED SPLICE LEN&THS ASSUME A BUILOINS LOCATED 501-01, 50, BACK a 4'-0" O.C.-V CONDITION 15" EMBEDMENT FOR C.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE 5 101-0111121-1611 -oil 151-011 TYP. STRAP W(5) TOP TV40 COURSES SOLID i5d NAILS EA. END 5.TABULATED SPLICE LENr-STHS ARE BASED ON b FOOT RALL r0c, HE10HI-5 FOR OTHER KALL HEIe+4T5,H,THE TABULATED UNIT -all 16-011 OF EA. STRAP PAGE: :2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/e�; OR REPLACED BY HOLD 1�)OAN5 FOR 5HEARNALLS FOR ALTERNATIVE KALL HEI&HITS MULTIPLY 714E ABOVE '70'-0" FIRST FLOOR PLAN DIAORAM OF ZONES NOTED MIN.SPLICE LENOTH BY THE FOLLONINO FACTOR &0% 0 AV*& 1: TO 13E BETNEEN 6" 8 1.2" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): aol-011 Ibi-011 &Ol 5. ANCHOR BOLTS AR -oil 22'-0" FROM ENDS AND CORNERS (THO a CORNERS) WKALL- 1.125 A ;4 (SEE DIAORAM TO LEFT) O'KALL- 1.25 BLOOKIN5 RR 2-2. :['HALL- 1515 2 BAYS TH15 COLUMN N/MULTIPLIER 4. COORDINATE W HOLDONN LOCATIONS 12 KALL- 1.5 FOR 10'-0" KALL BACK a 41-011 o.r,. 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL DATE: 09/01/20 3 OF 16 KSr,ELLANEOUS FRA�-IINO ORAF'Hlr-,S (THAT EXCZED FRAMINO 5TANDARD5, IT 15 REOV FOR FRAMER TO HAVE A C.,ONTINUOUS EUILT—UF 0IR::)ERS, 5 OR ��C)RE SUFFORTS FlREE3LOr_-,< lN0 FOR FLATFOR�-1 V40RKINO I<NONLEDOE OF 7HE AMERICAN NOOD COUNCIL [AV401 DETAIL 1300K C,0NNECTI0N FATTERN 5r-,HEDULE ASSEMBLY REQUIREMENTS: (FOR ENOINEEREr�) LUME3ER [ic. NOOD I-,JOISTS] SEE �IANU. SFEO.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETHEEN 1/6 CONNECTION 4 1/4 OF A NHEN OIRDER5 MADE UP OF J015T5 NAILED E3LOr_XINO UNDER LOAD E3EARINO NALL PA I I ERN DESCRIPTION TOOETHER 51ME Br SIDE ARE CONTINUOUS OVER THREE OR MORE SUPPORTS, JOINTS ARE TO BE 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON-LOAD E3EARINO NALL OFFSET FROM SUPPORT A (2)ROH5 10d NAILS a 1211 O.C. MAX.52" P, LOCATED BETV4EEN ONE 51XTH AND ONE OUAR7ER AS FIRE-5TOFFINO. THE: SPAN LEN57H FROM AN INTERMEDIATE SUPPORT. NO TllsO ADJOININO JOISTS, NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS 5UBFLOOR STUD B A(5)ROksIS 10d NAILS a 12"0.0. P, THAN ONE THIRO THE TOTAL NUMBER, ARE TO BE SERVES AS FIRE51LOPPINO. SUBFLOOR rl IF(i)FGV6142" 4)BOLTS 012"O.C.5TA6,6EIRED; JOINTED ON THE SAME 51DE OF THE SUPPORT. DBL.a ENDS THO-FIE�E 5. FOR PLATFORM FRAME CONSTRLICTION: THE SOLE AND DOUBLE 50LE PLATE D (2)ROH51/2" 0 BOLTS a 16"O.C. BUILT U C71FZDER MAX.521, NAILINO: PLATE SERVE AS FIRE5TOPPINO. SOLE PLATE 7NO-PIECE 0IRDER5 ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE E (2)ROP61/2" OP 50 51DE kqITH 10d NAILS, TV40 NEAR EACH END OF J015T SERVES AS FIRE5TOPFINS. LTS a 24"O.C. BET�4EEN 1/6 EACH PIECE, OTHERS STA65ERED AITH A DISTANCE —---------- J(2)ROH5 5-31w TRU55LOCK 50REA5 a 1:2"0.0. 4 1/4 OF A OF 16 INCHES BETV4EEN NAILS IN A HORIZONTAL 5. FIRESTOPPINO SHALL BE 2 INCHES OF KOOD BLOOKIN67 SCREHIED ON(1)SIDE OF MEMBER LINE; OR 5IRDER5 ARE TO BE NAILED FROM EACH OR OF NONCOM-BUSTIBLE FILL. -516"TRU55LOCK SCIR V45 a Ic?"O.0 P, 51DE pq/ 10d NAILS, TNO NEAR EACH END OF EACH (5. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE 5CRENEP ON(1)51DE OF MEMBER _j JOIST, OTHERS 5TAOSERED v41 A DISTANCE OF 52" AND 2 INCHES OF HOOD BLOCKIN& PLACED 5ETl^IEEN H BE7NEEN NAILS IN A HORIZONTAL LINE. -516"TRUSSLOCK SCREAS a 2411 O.c. JOISTS SERVE AS FIRE5TOPPINO. 5C-RE�,IED ON WSIDE OF MEMBER JOIST j MAXIMUM OFFSET j "7. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND _j:2)RON5 5"TRU55LOCK 50REI-15 a 1:2"O.C. JOIST DEPTH, d 51-RE14ED ON BOTH 51DE OF MEMBER BUILT UP 5IRDER MAX.52" THREE-FIECE ORDERS ARE TO BE NAILED k4l 20d :2 INCHES OF HOOD ELOOKINe PLACED BETKEEN JOISTS MATCHED 51ZE OF BLOCKIN6 (2)RON5 5--TRU55LOCK S-CREN5 a lb"O.C. NAILS ON EA. SIDE v4l TNO NEAR EA. END OF EA. SERVE AS FIRE5TOFFINO. UNDER NON-LOAD BEA-11.5 �K FIRE5TOPPINS AND 5CREPED ON E30TH SIDE OF MEMBER PIECE, INCLUDINCS INTERMIDIATE JOINTS, AND N1 THE PARTITIONS a 52" O.C. BLOCKINO STUD 'TRU55LOCK 50REY45 a 24"O.C. BE7VIIEEN 1/6 OTHERS STA55ER-ED H/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-5TOPPIN5. 51RENED ON BOTH 511:1E Or MEMBER 4 1/4 OF A THAN 52" BETNEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE cl. 7NO-INCH KOOD BLOOKINO OR THE EaUIVALENT SHALL BE ADDED BETNEEN STUDS IN PARTITION ADJACENT TO r,t=I L I NO E3RAC,I NO NOTE: FOUR-PIECE OIDER5 ARE 70 BE A55EMLED AS STRINCER TO SERVE AS FIRESTOPPIN6. C,AN71 LEVERED FLOOR 1,BEAMS 4 HEADERS NOT NOTED INITH CONNECTION PATTERN ON 5HOV4N, AND NAILED W :206 NAILS AS SPECIFIED PLAN SHALL USE CONNECTION PATTERN 'A'AHEN e,"OR SMALLER OAE3LE ENDNALL FOR THE THREE-PIECE OIRDER. 10. THE SPACE BETPIEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN'B'H-EN 10"OR LAR5,ER L FRAMINO SHALL BE FIRE5TOPFEV AT THE BOTTOM P41TH STUD 2.k4HEN 5-CRENINO OR NAILINO FROM BOTH 51DE-9 OF MEMBER- FOUR-PlEr-E ANCHORINO: APPROXIMATELY I-INC H DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE 51DE TO THE OTHER BUILT UP(SIRDER P, OIRDER5 ARE TO BE SECURELY ANCHORED TO HELD IN PLACE BY METAL LATH OR KIRE FABRIC. SUCH SUBFLOOR e-SOLE PLATE 2"x4"CONTINUOUS &ABLE END MASONRY PIER5, NAILED TO NOOD POSTS OR FIRE5TOPPINO SHALL NOT BE RECUIRED NHEN THE BOTTOM OF LATERAL BRACE a 6'O.C. TRUS5 BOLTED TO STEEL COLUMNS. THE VERTICAL OPENINO 15 SEALED BY PLASTER ON THE CEILINO Lu BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPIN65HALL BE JOIST 2) 10d NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED cl.j. AI^4AY BY AIR CURRENTS MOVINO UPKARD AND OUT THROU6H NORMAL PLATFORM FRAME CONSTRUCTION '-HP.IN<A5E CRACKS OF THE INTERIOR FINISH. PLASTER CEILINO ON IO) bd NAILINO PA77ERNS FOR 511:�)E LOADED 5EN,�S FLUSH 5EA�_15) -LOCATIONS REGUIRUNO FIRESTOPFINO- �ONCOMBUSTIBLE LATH, ExTENDINr, To CHIMNEY FACES, KILL SERVE uj NAILS AS FIRE5TOPPIN5. _j IFIRE­ FIRE- P400D FIRESTOPPINO IFIRESTOPFIN& 0 STOFFIN& STOPPINS FIRE- FIRE- FA5TENIN5 RECOMMENDATIONS FOR 51DE-LOADED, STOPPINO 5TOPPIN5 SOLE MUL71PLE-PIECE MEMBERS JOIST 5d COOLER NAILS a 10" O.C. I NAIL F BOLTED Vx4" BLOCK NAILED TO EA.BRACE 2 RO�-6 lbd 5 ROM i6d F-2, 2 Rove y'. 2;ftP6 V VERTICAL CKINO pq/(4) 10d NAILS COMMON. COMMON — '�. I BOLTS T, FIRESTOPPINO K-EN a 12"O.C. 0 12'O.C.' a 1:2"0,--. STU 20 ga. STRAP COVERIN6 15 APPLIED — TO UNDM51PE Of' OYPSUM E30A Tk4O Rope 121,O.C. THREE RONS 121,O.C. LOCATION I OOATION 2 LOCATION 5 JOISTS DOUBLE PLATE-/ 5d COOLER NAILS a 10" O.C. (0)5d NAIL BEAM SELECTION N/ STD. NAILINO 0 0 0 0 LOCATION 4 NOTE: ENDKALL STU AS NOTED IN NOTES -7 $ 95 0 JOIST SHALL BE LOCATED DIRECTLY DENOTES ALT.FOR USE OF DRYKALL SCIRENS 0 0 NOW-OMTWSTIBLr: ALTIERMTE FIFm5TOPPINS' LOCATION OVER STUDS, UNLESS TOP PLATE 15 4' a ED&E 12"a FIELD FULLY BLOCKED 1.TOP A�V BOTTOM RO�115 SHOULD BE 2'FROM EPOE5 50LE L HOOD FIRESTOOPINC, Or SIRDER DESIONED TO CARRY THE LOAD 5e-RENS#6 LV4"TYPE Pi OR 5 2.5OLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" THO RON5 24"0.0.STAS,6 R D FIRESTOPPINC, FROM THE TOP AND E30TTOM OF THE MEMBER EVERY BOLT MUST EXTEND THP�THE FULL 7HO ROP45 6"O.C. LOCATION 5 LOCATION 6 INTERIOR SIU12 DETAIL THICKNE55 Or THE MEMBER.Lee KA-1+4ERS VNIPER IEAD AND NUT. @ @ OVERLAID ROOF 5.STA&SER EACH RON OF FASTENERS BY 12". @ 2"SP,64F-N lx\_ 4.FOR A THR=-PIECE MEMBER,THE SPECIFIED NAILINO 15 FROM EACH SIDE. XX A77AGHYEN7 @ VALLE"r TO BE FIN\ S, X NONCOMBUST15LL-FIRE25TOPPIN& riRESTOPPINS APPWX I IW�H THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED K4EN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER. M\b" Nx\�' X 6.VALUES FOR NAILIN&CONNECTIONS MAY BE DOUBLED FOP,6'O.C.OR TRIPLED VIR FOR 4"O.C.NAIL SPACINO. W \N LOCATION 'T & mft STD,NAIONQ FOR TOP LOADED MULTIPLE-PIECE BEAMS: I MN 5TRAFFINO w/ -t.2 ROk6 OF Jbd COMMON NAILS(12"0,C)FOR DEPTHS 12*OR LESS FIRESTOPPINO 4 e>d NAILS LOCATION e� LOCATION cl a EA.END a R.R. 6.5 ROH5 Or-16d COMMON NAILS(12"O.C)FOR DEPTHS Or 14',16'4 15". LOCATION 10 tu -17 r_-,ONSTRUr_,.710N 1'�)ETAILS NINED LOAD FATH r_,,ONNEr_.,TlON DE7AILS 11 TOP FLATE DRILL 2"4P INTO ROOF DECK FOR 5TRAPPIN5 IN5TL. NOT TO SCALE INTERSEC,TION DETAIL EX15T OR NEV4 NEA R.R.SET wl R.R.6ELOPq UPPER TOP PLATE LAP5 4 lod ,­CONTINUOU'_,LOI�ER TOE NAIL5-J NOTED CONT.ELOCKIN& TOP PLATE SPIKED TO R.R.'s ...................7. ALION NEki 4 EX. R.R.AS 5HO�NIN KINO PLAN VIEK NOTE: 51MILAR 0 S�HIEV Nccr�) U) ROOF,R.R. I E3LOr-,<IN CR I FFLE STUD ,JO I ST HANOE HEADER OENERAL REOUIREMENTS FOR OENERAL REGUIREMENT5 FOR INSTALLATION OF CLINGHED NALS INSTALLATION OF TOE-NAILS OIRDERMEADE -0 OIRDER Nacr�) JOIST JAr,< STUDS -0 —MAIN MEMBER z w Ll 0 7_1100 -JOIST FRAMINO OVER NOOD OIRL-.)ER JOIST FRAt-�INO FLUSH NITH OIRDERMEADER T`�Flr_,AL HEADER CONNEr-,TION _47 1. TOF-NAILS SHALL BE DRIVEN a AN ANOLE OF wmsm,j '--DIAM.X 5 APPROX. 50* P4/THE MAIN MEMBER & STARTED APPROX. ,� THE LENOTH OF THE NAIL FROM THE MEMBER END, 1. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS 5HOKN ABOVE THE MEMBER, STRAI0HT THROUOH AND BENT OVER, A MIN. OF (5) NAIL DIAM.'s A7 A clO* ANOLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR TH15 APPLICATION, SHALL BE AT LEAST 51X TIMES THE VIAM. OF THE NAIL f�,A F I L 5. To AVOID SPLITTINO, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILINO JOIST NALL 57UD NALL STUD D 4 KHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS 5OT70�1 FLAT E3OTTOM FLAT IN EA. 51DE KHEN FASTENED TO A 2"xt," TOP PLATE. 5ATHTUE3 SU5 FLOOR A 74 DOU5LE JOIST DOUE3LE JOIST TOF FLATE (--,HIM. CHASE SECURINO @ STP. SIDE NALL 0 0 NALL STLX) 7413'5 PN NOTE: PROJECT: (51M. v CHASE KITHIN PLANE OF ROOF DOUE3LE -JOIST FOR UNDER A E3ATHTUE3 DOUE3LE JOIST FOR NON-5EARINO NALL5 ALTERNATIVE RAFTER 70 NALL 57UD OONNEC71ON N1 STLIDS TO ATTIC FLOOR $ BLK'C7 TO R/L 51DES v41 STRAPPINO TO R/L 51DE5) 6:175 OREGON lu JL (n J kn TOP PLATE a 13 -1 M < NIND RE5157AN7 GON57RUC.,71ON C/ONNEr—,7ORS ROAD LLC CHIM. CHASE KALL 13:�n z 'u C0 - CONNE C,71 ON LO r-,ATI ON: FART NUMBER: N07ES: W-K T '3en 0 w RIDOE-70-RAFTERS C520 @ 21 �"z -If AFFL*r TO EACH FAIR OF RAFTERS tu 6175 OREGON ROAD RAFTER-TO-NALL H-7 z< AFF`LT' TO EACH RAFTER CUTCHOGUE, NY 11935 V_ Q_tu ROOF 13 D_3: z -1 RAFTER-TO-FLA7E Ha or H2.5 AFFL'r 70 EAr-,H RAFTER 0 DRAWING TITLE: REaV BLOCKIN TO ALION W 5TRAPPINO FLATE-TO-NALL 571,lr�) 0520 @ I 9� Af=f=L"T' TO EAr-.H NALL STUD FRAMING GRAPHICS Lu ju a EA. LEVEL ABOVE 0 . — 11 THE FIRST FL. _7=< 2ND. FLOOR NALL-TO-IST. FLOOR NALL LFTA or r,520 56 BEAM CONNECTION PATTERNS u AFFL"r TO EAr_,H NALL STUP-___ 0 HEADER-TO-,JAr_.< 5TX) C,520 @ 12 AFFL'r TO EArH JACi< STUD FIREBLOCKING DETAILS r-.Rlf=f=LE STUD-TO-HEAE�)ER H5 AFFIL'r TO EACH r-,RIFFLE STUD S-HEAR NALL HOLDDONN ANCHOR 557E316 AFFL`( 70 EACH 51DF-NALL END PAGE: 157. FLOOR-UNDER-SILL FLATE C,520 NRAF UNDER DOUBLE SILL FLAT SIDE VIEN PLAN VIEN (USE NITH 5" SOUARE NASHERS) A-201 -.--I I USE THE FOLLONINO OF, APPROVED SIMPSON METAL CONNECTORS FOR PROPER V41ND RESISTANT CONSTRUCTION. FOLLOV4 MANUFACTURE'5 RECOMENDEr�� INSTALLATION INSTRUCTIONS 70 ACHIEVE MAXIMUM UPLIFT LOAD CAPAC17Y. DATE: 09/01/20 4 OF 16 PRO- IFCT� t ZONINO :'PATA . --------------------------------- -------------------------- TAX MAP 1E ZONINO PISTRIC,7 A C. r-, L07 AREA 1-74120& S.F. FEMA FLOOD ZONE X NE7LANDS D157RI('--,7 N/A '75' REAR'rARD ------------------------------------------ N/A 7- EXIS71NO FROFOSED FIRST FLOOR AREA 2,122.5 SEC,ONr�) FLOOR AREA LLj 5EL'.�)ROOM ('-lOUN7 0 0 L07 "C,0VERAot ', 010 L 0 7 SGRIF71ON AREA \��Or-,DIFIED FRA��E 1-74,20a. T07AL L07 AREA ULf) x EXIS71NO HOUSE Ila5o.5 S.F. 1.10/0 tTl r W9< EXIS71NO GOVERED FORGH 59>2.5 S.F. 0.2 Flo - NEN 2 577�OiRT' X FR F05EE�) ADE�)ITION 2-72.0 S.F. 0.20/0 AEX�)ITION FROFOSEr�) r�)EG< 5e?2.2 S. 0.5%, X, EXISTINO FRAME BUILE�)INO I -741.5 S.F.__� 0.,4 F/o EXIST. FRAME 2 STOR)"" EXISTINO FRAME BUILOINO 2 2,0100.1 S.F. DEC,< In �-`FRAME HOUSE EXISTINO r�YEC,< (9 5UILDIN0 2 S.F. 0.(o%o EXISTIN5 FOOL 1,04&.0 S.F. 0.(o F/0 TOTAL AREA OF ALL 5TRU CTURES 6721�.2 S.F. 5.1: %o EXIST. FRAME MAXIMUM r-,01VERAOE ALLONED 201/o EXIST. 2 STOR"r 5f=75Ao<s FRA��E HOUSE L07 AREA 1-74,20a S.F. ArIC u REGUIRED EXIST. FROPOSEP r-,OMf=LIES z M w /x FRONT )"ARD 60.7' )"Es 0 SIDE )"ARD 20.0' -7l.cf' "TIES X Lu E30TH SIDE REFA I R w -T IITF REAP, '75.0 2a&.2' 2&E?.21 \\\g\770 MI\r-CMP-AM m 11 X ;-A ENLAROED FAR71AL SITE FLAN -_VrN6�,r2M�WY 50ALE: I" lo'-o" \\Mobl,FlED 2 5TORr FRAME HOUSE 0 EX15T. 2 STOR'r I FRAME HOU5E 60' FRON-yARD PROJECT: ---------- --- ni --------- ----------- Qx 1!(j) REPAIR 6175 OREGON COVERED F ROAD LLC SITE LAT'CUT NOTES: 6175 OREGON ROAD L THIS 15 AN Af;Zr-,HITEr-,TS !51TE FLAN 15 011 SUBJECT TO VERIFICATION E3"r A LICENSFED CUTCHOGUE, NY 11935 SUR\/r-"rOF,. THE INFORMATION I � REFRESENTED ON THIS SITE FLAN 15 TO THE DRAWING TITLE: -H!TECT'S BEST OF <NOV4LEDOE. SITE PLAN 2. SURVE"r INFORMATION NAS OBTAINED FROM A SUR\/E'l' DATED OE5-02-2015 AND CIO A FREFARED B'�r: JOHN C, EHLERS EAST MAIN STREET PAGE: SITE FLAN RIVERHEAt�), N-T' IICIOI SOALE: I" A-300 DATE: 09/01/20 5 OF 16 OENERAL 5'**r��50L <E"-r : EX15TINO TO BE DEMOLISHED HARD NIREP SMOKE DETECTOR 5M v41 BATTERr BACK-UP EX15TINO 70 REMAIN CARBON MONOXIDE NEN NOOP FRAME (L.O. 00 DETECTOR STL. AHEN APPLICABLE) NEN PARTIAL HEI5H7 HARD AIRED SMOKE AND CARBON SM/clo MONOXIDE DETECTOR COME30 NOOP FRAME (I .e. 5TL. v41 BATTER'�( BACK-UP AHEN APPLICABLE) 50 C.F.M. EXHAUST NEA FOUNDATION AALL FAN v41 PAMPER 50 C.F.M. EXHAUST MIN. (2) Vx4" STRUCTURAL ELI FAN $ LeHT COMBP POST FOR 4" AALL5 H/ DAMPER --------------------------------------------------------------- ------- (MIN. (2) Vxb" STRUCTURAL POST FOR 6" NALL5), U.O.N. ------ ---------------------------------------------------------------- FRAI-IE r�)Er�< F_X!S7. F�RAvE 70 5-_ DE'�IOLISIHEF_) 70 BE- DEMOLIS�-C:�> EXIST. FRAME DECK uj F- U LLJ EXIST. EXTERIOR NALL5 70 I-XI57 0 BE REYOVED EXTERIOR NALLS 70 BE REMOVED EXIST. NINDOIN(S) 70 BE REMOVED EXIST. VI I"M5'4"H D.H. ---------------------------------------------------------------------------------- -------------- -------- ------------ff=-=------------- I ------------------------------------------------------------------------- - ---------- 7T---- F-I---- ------ EXIST. FOUNDATIO B\N -�I I IFF F �,o 15T. DOORS 70 I NALLS 70 z< IST. DOORS TO I III DEvOLISHED BE REMOVED I III L EXIST. BE REMOVEI[7) I I&-j] BATHROOM EXIST. SPIRAL I L-------- 57AIRr-ASE 70 BE 61- EXIST V<S) TO -n I INTERIOR NALL5 s EXIST. NINDO IDOORS TO BE REMOVED BE REMOVED F -�L---j �r EXIST. To EXIST. Vxe?" F.J. lu BE REMOVED a O.C. EXIST. u HALLNA-r //X\\ EXIST. EXIST. SPA KITCHEN X t1j EXIST. c.L. CRANL5FIACE I EXTERIOR NAL-S TO EXIST. INTERIOR NALI s EXIST. I I BE DOORS TO BE REMOVE[�� LAUNDR--r' I ROOM t\ EXIST. INTERIOR NALLS a 1 0 DOORS TO BE REMOVED Y I EXIST. 2"x95" F.J. F 7 x a Iro" O.C1. -------- Ltu- �7— FD EXIST. STAIR TO BE xt I ------- DEMOLISPED L j I 11 - --- - Fi- F EXIST. KNDON(S) TO --- -1 --------- F LF I 1� BE RE1,/OVE-o EXIST. 11 tu N EXIST. FOUNF-)A71ON EXIST. SAUNA NALLS To BE DEMOLISHED EXIST. EX-ERIOR NALL5 TO F_ BE REMOVED IL-- ----- -------- -------- LL L--------- OIL TAN< EXIST. 1.�ININO EXIST. ROOM z w ILIA,Vi H itu 0 (A EXIST. Lp U_ x CELLAR x Lu OPqH EXIST. LIVINO w ROOM EXIST. EXIST 411X-11. X15T. 4"x-T" TIMBER, EXIST- 4",,-T" 2" CL. T1 R TIMBER DROPPED 5M. DROPPED 5M. _D�At� IEXI5T. EX15T. 7"O TIMBFRI MA50NR`�_ EXIST. 7L -rYFI) POST COLUMN 0 p ­OR�SH �RAI,/ING TO 4& 0 z BE: RZEPAIRED; REFLAS-7- 1�)D�QN AN�) ca_UN/NS <c EXIST. 0374CJ'b HALLNA't' EXIST. 5TUD'r OFN N Tr -7 IL R� x x PROJECT: tu EXIST. STORA5E tu 0 Mo x 5z u tu 6175 ORFGON r ROAD LLC EXIST. EXIST. EXIST. EXIST. 2'4"M5'4"H P.H. 2'4"KX5'4"H P.H. 2'4"NX5'4"H P.H. 2'4"k4X5'4"H P.H. 6175 OREGON ROAD CUTCHOGUE, NY11935 EXIST. GOVERED EXIST. FORr-H FRAMINO TO r7, BASEMENT DEMOLITION FLAN BE REFAIRE COVERED DRAWING TITLE: REFLAr-E QN5 PORCH SCALE: 1/4" 1'-O'� AND COLIJ�IN5 DEMOLITION PLANS L , (D LT ILUT, IT �Ljl L I L-------------- FIRST FLOOR DEMOLITION PLAN PAGE: SCALE: 114" 1'-0" DIM-3100 DATE: 09/01/20 6 OF 16 (5ENERAL. 5""rt,,-150L= <E�'*r : EX1571NO 70 BE DEMOLISHED HARD HIRED SMOKE DETE070R 5M vV BATTER( BACK-UP EX1571NO 70 REMAIN CARE30N MONOXIDE NEN HOOP FRAME (L-6. 00 DETECTOR 57L. HHEN APPLICABLE) HARD HIRED SMOKE AND CARBON NEV4 PARTIAL HE10HT SM1r-.O MONOXIDE DETECTOR COMBO N/ BATTER( BACK-UP HOOD FRAME (i-.r,. 5%. HHEN APPLICABLE) 50 C.r.M. EXHAUST NEN FOUNDATION NALL FAN Pq/ DAMPER 50 C.F.M. EXHAUST MIN. (2) Vx4" 57RUCTURAL FAN $ LIOHT COMBP F05T FOR 4" HALLS H/ DAMPER (MIN. (2) 2"xb" STRUCTURAL POST FOR (b" HALLS), U.O.N. Lu F- EXIST, EX7ERICR ViALL5 70 EXIST. EXTERIOR �NALLS 70 BE REMIOVE0� BE REMOVED EXIST. 2'4"M5'4"H VA 7---------------------------T ------------------------ --------------- -- -------------- 7- -F-r ------- ------ ---------------------- --- EXIST. Vil NDON(S) TO I I I KNDON(5) 70 BE REMOVED 5E REMOVIO F ..... EX157.1 I I x /7 EXIST. SPIRAL 5TAIRr-ASE 70 BE EXIST. INTERIOR kqALLS 4 L F-)OORS TO BE REMOVED EXIST. KN:�)OA(S) TO tu BE RFzt-�OVEI�) EXIST. —1 EXIST. MASTER EX15T. ATTIC 5EDROOM 2:rL EXIST. EXTERIOR V4ALLS TO EXIST. INTERIOR. V4ALL TO BE REMOvED BE FEMC\\//ED (5TRLJr-TURAL) EXIST. AIN:�)OV<5) TO Lu(I I BE REMOVE[;) EXIST. EX7ERIOR NALL5 TO BE REMO EXIST. INTERIOR k�ALL5 DOORS 70 BE REMOVE EXIST. NINP-�A(e) TO EXIST. BE REMOVI'D L I I:2-4'-kqX5'4'-H P. ------- --- ----- ----- EX IL5.7. EXIST. b A7HR00M b 11 -j — �2 '7- K E3 A z ui tu 71t\-I EXIST. LL =:q EXIST. 0 I"Ci BEPROOM BEDROOM L) EXIST. ui EXIST. HALLNAr EXIST. cL. xz 'pC-D A C tu e I , d� T p &A < n L 374 -H EXIST. 00 EXIST. -c— ci L 5EDROOM BEDROOM x IST. L X -tea b PROJECT: tu 50- T .- tu N lu cl 6175 OREGON ROAD LLC EXIST. EXIST. EXIST. EXIST. EXIST. 2'4"KX5'o"H D.H. 2'4"V4X5'o"H D.H. 2'4"PqX5'0"H P.H. 2'4"k4X5'0"H D.H. 2'4"NX5'0"H D.H. 6175 OREGON ROAD CUTCHOGUE, NY 11935 SEC,ONE71 FLOOR DEMOL17ION PLAN DRAWING TITLE: DEMOLITION PLANS PAGE: r% m 0% 00 DATE: 09/01/20 7 OF 16 OENERAL _ EXISTING TO BE DEMOLISHED Q HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP a EXISTING TO REMAIN 7-� - -� - - Q CARBON MONOXIDE y4 4 4 7y4" 7' �4" • NEW WOOD FRAME L.G DETECTOR - -- - - - - - - - - - - - - -- - - - HARD WIRED SMOKE AND CARBON STL. WHEN APPLICABLE) NEW PARTIAL HEIGHT e, O MONOXIDE DETECTOR COMBO NEW (2) P.T. 2"x10" L- NEW (2) P.T. 2"x10" NEW (2) P.T. 2"x10" J WOOD FRAME (L.G. 5TL. w/ BATTERY BACK-UP 5 DROPPED BM. DROPPED BM. DROPPED BM. WHEN APPLICABLE) NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST FAN w/ DAMPER 50 G.F.M. EXHAUST ® MIN. (2) 2"x4" STRUCTURAL FL FAN 6 LIGHT GOMBP POST FOR 4" WALL5 w/ DAMPER s (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALL5), U.O.N. NEW 3 P.T. 2_'x10" � � _ _ � �_ NEW 3 P.T. 2"x1I _� � _ _ � � NEW (3 P.T. 2"x10" DROPPED BM. DROPPED BM. DROPPED BM. �� 0 Q v Q ci � O � O FOUNDATION FLAN NOTES 01 0 I O iv iv I OI TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: STRUCTURAL NOTE: NEW 2 P.T. 2'_x10" � - - F �_ NEW 2 P.T. 2"x10" -� _ _ NEW (2 P.T. 2"x10" • (2) 2"xb" P.T. SILL PLATE5 w/ COPPER TERMITE SHIELD STRUCTURAL DESIGN OF FOOTINGS A55U � � DROPPED BM� II DROPPED BM. I DROPPED BM. �II I Q SILL SEAL A 501L BEARING CAPACITY OF 2.0 TONS/5.F. = LI i � —1 L- -J • ANCHOR BOLTS AS PER P,NGE A-300 cV 5 L u • P. GONG. FOUND. WALL AS PER DETAIL UPON FLOOR JO 157 SPLICING NOTE: _-1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 16 _ _ _ _ _ _ • P. GONG. FOOTING AS PER DETAIL UPON SPLICE FLOOR JOISTS AT ALL 5UPORTIN6 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR q II q (� • B.O. GRADE BEAM 3'-0" BELOW GRADE MIN. DROPPED MEMBERS;JOISTS SHALL NOT BE H CONTINUALLY SPANNING. — — — — — — — — — — — — — — — — — — 2'xb .J P.T. D . Lu • 1/2 EXPANSION JOINT ® PERIMETER OF SLAB (WHEN — — — — — — — — — — — — — — — — — APPLIGABLE) -. .;.. :. - - -- - - - - - - - - - - ® Ib OG — U P OS J • AIR ENTRAIN P. GONG. FORPORCHES/ ATI / A •• �••' U J STOOPS (WHEN APPLICABLE) ',' _ _ _ _ _ _ _ _ _ _ _ • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET II II 1 b FOR HEIGHT OF WALL d 51-AB (WHEN APPLICABLE) 2 NEW 4 Q UNFINISHED II A-60 BEAM POCKET (TYP.) I 0 �45EMENTO K n TYP. 5TL. COL.: NEW TRIFORGE Q.5" OJ415 OPEN WEB ( I NEW TRIFORGE 9.5" 0,J41& OPEN WEB Q Q O 3-I/2" O.D. SGH. 40 HOT DIP 6ALV. A F.J. (OR EQUAL) ® Ib" O.G. F.J. (OR EQUAL) ® Ib O.G. A 7 5TL. COL. (ASTM AI23) A-600 A=600 - NEW 2 FREEZE PROOF HOSE BIB_ 2"x10" HDR -Q 5 O4 FASTENED w/MASONRY ANCHORS (PRECISE (� _I_ 3 _ "` ul - Y LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) O� 3 w Q � I 3 � Qj y cu d NEW 500 GAL. r O $N Z FOUND POSTS FOR WD. DECK: BURIED PROPANE m d x b *X r rn O 5 TANK x �► A bos I PROVIDE SLAB W/POURED � A O WD. P.T. P05T $ P. GONG. PIER UPON b _ - 6x6-10x10 W.W.M. FOOTING AS PER DECK DETAIL (TYP) h I in O BETWEEN CENTER 6 R m - + ' 0. m UPPER � OF SLAB OTYPICAL LEDGER BOARD ® EXT. DECK: p p a Q SECURED IN PLACE b I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS O' U)Q Q-, Q DURING POUR; 24"x12" DEEP 2. SECURED w/(2) 5/b" 0 x 5" LONG H.D. GAL. LAO - - m x 0 Y m x 0 PROVIDE b MIL POLY P. GONG. BOLTS ® Ib" O.G. _ I _c in vo ,3 ON 4" GRAVEL BASE CONT. FT6.� d 4 3. INSTALL H.D. 5ALV. JOIST HANGER5 BY 'SIMP5ON' (OR p BELOW SLAB b„ C EQUAL) O 10'-O" I m -- I m FOUND. WALL o h 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 8 MINIMUM SEPARATION K w Q BENT OVER TOP EDGE CF LEDGER BD. b w O I w O 5. SEE NOTED DETAIL IA-601 Z FOR WOOD STAIRS ® GRADE: ul CONDENSER; SIN 3o"x30"x18" fJ I G1 h u O 4" THK. P. GONG. PAD 8 WIG'E x REO'D LENGTH UPON 600DMAN b" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® GSXI30611A AIS 40,000 BTU DEEP P. GONG. I I d x Q (13 SEER) FURNACE BY FTG. (TYPJ 8 A-Z MAX. Ib" O.G., U.O.N. (MIN. 3 5'rRIN6ER5) � GOODMAN;MODEL NEW I-HR FIRE RESI5TAN," CEILING CONSTRUCTION '6ME596o403AN' x125" D Ob PROVIDE (1) LAYERS OF 5/5" THK. "DEN56LA55" FIRE (OR EQUAL) _ RATED SHEATHING BY 6EOR61A PACIFIC" (OR EQUAL) - TO UNDERSIDE 4 �" THK. WOOD STRUCTURAL PANELS TO RECONNECT EXIST. �' f TOP-SIDE OF FLOOR TRUSSES, A5 PER 2020 IBC - TABLE 721.1(1), ITEM 21-I.I 6A5 GENERATOR + • JOIN PANELS AS PER MANU. SPECS Ib'-b" 4'-13/q"---� 10 • PROVIDE SHEATHING AROUND DROPPED BEAMS b NEW TRIFORGE 9.5" OJ416 OPEN WEB o NEW TRIFORGE 9.5" OJ416 OPEN WEB HEADERS AS REQ'Dz F.J. (OR EQUAL) ® Ib" O.G. < F.J. (OR EQUAL) ® Ib" O.G. • PROVIDE FIRE RATED SEALANT® ALL SEAMS BY "3M" l0 Lu 0- (OR EQUAL) ~ Y.I.F. EXIST.(2) P.T. V.I.F. EXIST. (3) P.T. ' Z -- I-� NEW SIMPSON • FASTEN AS PER MANU SPEC.'S N Z " " " X w 2x8 HDR;PROVIDE 2 xl2' HDR;PROVIDE (3) RI --6.5° HGUS5.50/10 HANGER • INSTALL ALL AS PER MANU SPEC.'S w l4 — — NEW AS REO'D NEW AS REQ'D 2 Tr f IIO" - - — — — — — — — — — — — — — — — — — — — — -- I-HOUR I-HOUR FIRE RATED CEILING ASSEMBLY: Ob AS PER 2015 ISG R.302.13 ALL WOOD I-BEAMS OVER BASEMENT SHALL HAVE I-HOUR RATED FIRE PROTECTION. SEE DETAIL 7/A--100. A�'O2 -4'-5" 2.0E LVL UPSET HDR 9 OIL TANK V.I.F. 51ZE d CONDITION IK OF EXIST. Ib"xb" DEEP P. Q OGONG. ONT. FTG.HOLDOWN: HOLDOWN 'C' AS PER PAGE A-200 (� Lu cV O to STEPPED FOOTING Q m ro NEW FTG. TO STEP AS NEEDED TO ALIGN WITH EXIST. FTG., I Q V v AS PER DETAIL. V.I.F. EXIST. FTG. DEPTH. N z O O 01 LiJ UNDER-FLOOR AREA VENTS N p x n x N Q I I NEW VENTS w/ MIN. I S.F. NET VENTILATION OPENING PER X> m ® m 2020 IRC R40b; INSTALL A5 PER MANU. SPECS WITHIN 5'-0" EXIST. 3'-O" OF BUILDING CORNERS X w V.I.F. EXIST. 24"x24"x12" CELLAR X > w (MIN.) P. GONG. FTG. w w BENEATH TIMBER POST; IF NOT PRESENT,PROVIDE WH w/NEW 3.5"0 STL. COL. PER DETAIL II/A-602 F_ -1 1 5'-113/4'. nXIST 4"x?" O - - EXIST. 4"x"1" TIMBER _ I, " ~ I TIMBER DROPPED BM. L -1 TIMBER DROPPED BM. DROPPED BM. U�j��C� EXIST. T'4) TIMBER. EXIST. XIS r �Z I n' MASONRY "I Q ,` b � P05T (TYP.) COLUMN in Q I tF. is ;. 0374��' �d w w A�I �- s OF P1 Ye�QI ' PROJECT: SISTER 2"x5" P.T. D.J. I 1y/ m ® m ® ® Ib" OC opt 1 N ' 111 6175 OREGON 0 w v � w II 4 EXIST. STORAGE 5 ROAD LLC I NEW(2) P.T. 2"X10' I - - - - - - - - - - - - NEW SIMPSON I 6175 OREGON ROAD CUTCHOGUE NY 11935 Q Q HANGER I f I 0. O a0 I I t DRAWING TITLE: _ ® o ® I 1 FOUNDATION PLAN Q I+ x_1 N _ � ,15TER (2) L.T,,,�`'x1o„ _ _ _ F _ � TER (2) P.T. 2"x " - - - _ r?RQPP�D�M - _ �76--, -a_ - - _ _ _ _ - _ _ _ - '- - - 1 -DROPPED 5M.- 7_7 b'-b" 6-b' 6'-b' PAGE: 0 7 /� Q 0 10 1/4"=1'-0" FOUNDATION PLAN v Q 5 20 0 0 SCALE: 1/4" = I'-O" DATE: 09/01/20 8 OF 16 OE NEFPIL <ENT" _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR EXISTING TO REMAINN SM w/ BATTERY BACK-UP D_ AIN)V'" i �� O CARBON MONOXIDE � NEW WOOD FRAME (L.G. co DETECTOR STL. WTr WHEN APPLICABLE) (3) 1 O. HARD WIRED SMOKE AND CARBON a® t 12"" NEW PARTIAL HE 16HT SM/GO MONOXIDE DETECTOR COMBO 1❑= WOOD FRAME (L.G. STL. w/ BATTERY BACK-UP NEhI(2) 2"x12" DROPPED BM. WHEN APPLICABLE) - (HARDWOOD - MAHOGANY OR ASH) 50 G.F.M. EXHAUST -- - O 0 NEW FOUNDATION WALL FAN w/ DAMPER Dip � p� NEW 1"x2" HARDWOOD � 0 O z cV O` R.R. ® S" O.G. (TOP) MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST z p0 z pO ® FL FAN 8 LIGHT GOMBP D� p POST FOR 4" WALLS w/ DAMPER NEW a (MIN. (2) 2"x6" Sl'RUGTURAL FLOOR JOIST SPLICING NOTE: NEW z® TRELLIS POST FOR 6" WP�LLS), U.O.N. SPLICE FLOOR JOISTS AT ALL SUPPORTING DEC _ DROPPED MEMBERS 4 WALLS;JOISTS SHALL NOT BE CONTINUALLY SPANNING. ^THERMORY GKING� NEW (2) 2"x12" DROPPED BM. (HARDWOOD - MAHOGANY OR ASH) DO Cp 0 _ __ - dJ Q� d) pi Q� O N p0 W NEW 1"x2" HARDWOOD ?< p ► FLOOR PLAN NOTES -- - R.R. ® b" O.C. (TOP) X K . ujLU_ NEW 2"xa" D.J. ® 16" z 0 z O NEW "xa" D.J. ® 16" DOOR NOTE: O.G. w/ 51MP50N SIMPSON LU5210-2 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED HANGERS TO FLUSH BM. z NEW (2) 2"x12" DROPPED BM. O.G. / 51MP50N LUS25 HANGERS ® ® LU5 a HANGERS OUT ON PLANS BY 'JE:LD-WEN' (OR EQUAL). 38,_g3�4„ - (HARDWOOD - MAHOGANY OR ASH) _ 2.INSTALL NEW EXTERIOR DOOR5 WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3 -a3/4 3.DOOR TYPE TO SELECT 1 5 a W 4.INSTALL AS PER MANU SPEG.'s - - - - - - - - - - - - - - - - - -- - - - - 4 - - - - - - - - - - - - - - D ` FOLDING OUT-SWING DOORS I 5 FOLDING O T-SWING DOORS /t 6- 9 THREE-PANEL CONFIGURATION (3R) GE R THREE-PANEL NFIOURATION (3L) N. " W O STAIR 4 RAILING NOTE: Nor - 2 I. ALL NEW STAIRS SHALL HAVE MAX. b-1/4 RI 8 O" 12'-O" 5'--1" - 12'-O" O" /�' (2) 2 x 4 MIN. 9" Tr - RI5ER.5 SHALL BE CLOSED _ 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING 2"xIO' D NEW (3) 2"xb" POST - NEW (3) 2"xb" x O = J NOT TO ALLOW PAE5A6E OF A 4" 4' SPHERE; NEVI (3) TO FLUSH BM. POST TO 1 V 36" H16H HANDRAIL 4 SPINDLE 5PACIN6 NOT 2"xb" FLUSH M - � TO ALLOW PASSA6'E OF A 4" 4) SPHERE POST NEW (2) I.-I5"x9.5" G.P. LVL FLUSH BM. BE TH I NEW(2) 2" Q 3. 6RIPPABLE RAIL AS PER CODE _WALL w/SIMP5 US 10 HANGER ® FLUSH BM,_ _ FLUS NEW ( 1.75"x9.5" P. 2.0E LVL FLUSH BM. BENE TH _ 0 . 4 ( NEW TRIFORGE 9.5" OJ418 OPEN WEB f LINE OF WAL w SIMP5 N LU5410 HANGER ® FLUSH B N O O UA SMOKE DETECTOR / Go DETECTOR NOTES: CEILING 3 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT F.J. (08 EQUAL) ® I6' O.G. w/SIMPSON + Z - �o 5 3 �47 'THAI-2X 3.56' HANGERS ® FLUSH SM. OPEN ABOVE ryj r: SMOKE / CARBON MONOXIDE COMBINATION DETECTOR (I ai I 5 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. O 't - X N SM/ O ' d 2.INSTALL ALL AS PER MANU. SPEG.'s NEW TRIFORGE 9.5" OJ41a O N WEB 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR F.J. (OR EQUAL) ® Ib" O.G. w/ IMPSON A-600 (L 'THAI-2X 3.56' HANGERS ® FL SH SM. A-600 IN COMPLIANCE WITH LOCAL CODE z NEW (3) v I WINDOW NOTE: NEW (3) ."!5"x9.5" O.P. 21 `II 3 51.Ell 21-III 211x6" POST 2.OE LV FLUSH BM.S 2 36' 1 P NTR O I. ALL NEW WINDOWS SHALL BE ANDERSEN 400 O uu_� ? 4 5 SERIES; INSTALL AS PER MANU. SPEC.'S. FOR �Q SUBSTITUTIONS, SEE MOTE #9 IN "GLASS WINDOWS NEW (3) NEW (3) AND DOORS" ON PAGE A-100 `� I 2 POST ++ +' 30„ 2"x4" POST 2.IF CASEMENT WINDOWS - ALL CSMNT WNDWS 5 (Y ® OVEN - SHALL HAVE STRAIGHT ARM HINGE �e Q I 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE - ` NETILT WASH4.ALL GLAZING WITHIN 1a" OF FF To BE TEMP. 6L. O IY NEW DEN IN i� 7- KTG ENO O � _ � � ISLAND I IIL 61_211 51_o. 31_611 EGRESS NOTE: 4 -1 -1 CL IN COMPLIANCE WITH NE:W YORK STATE BUILDING I 4 5 CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 5 O * - �� = 481 .t C EGRESS SHALL BE FOLLOWED: I N I_U �,I �- O REF. NEW TRIFORCE 9.5" OJ41a O N WEB �I NET CLEAR OPENINO........... 5."i S.F. O O _ ® ®--- � DW � NET CLEAR HEIGHT............... 24" MINIMUM - F.J. (OR EQUAL) ® Ib" O. . - NEW (3) L 15"xl l.b i5" G.P. NET CLEAR HIDTH............ 20" MINIMUM 4 r --a 2"xIO HDRS 2.OE LVL HDR w/ 2 I/b" t m NEW TRIFORCE 9.5" c THK. STL. FLITCH PLATES O.J41a OPEN WEB F.J. WINDOW /DOOR FRAMING: x OSEE PAGE A-300 FOR FRAMING t�- '� - i ELEMENTS AROUND DOORS AND _ �z O (OR EQUAL) ® I6" O.G. 4 5 WINDOWS (TYP. FOR ALL) U.O.N. O m m ? O 1 v m C PROVIDE MIN. (2) 2xa HEADER U.O.N. x "15 q�q (D 13 13 NEW (3) NEW LAUNDRY ROOM: 4 I z Q ry� �q/ ry+ Q - �o - 2"x6" POST 6 I. NEW WASHER / DRYER;HO SELECTION LL g 2"xb" POST NEW /oj/ O O 5 NEW (3) a �� ALIGN z ) ( UPPERS 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s w/ SIZE OF EQUIP, .a Q 3. PROVIDE HOOK UPS AS REO'S PER O RM -O" �' POT FILLER ® 0 MANU. O 5,_& -4'-4' NEW RANGE Q Q AS DRYER EXHAUST NOTE: N z �' O m LW NEW EXHAUST FAN NS I. DUCT SHALL TERMINATE TO EXTERIOR X Ll u PER MEGH. GODS; INSTALL tu 1V AS PER MANU. SPE05 a,f 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY L � LINE OF EXIST. 2ND FLOOR EXTERIOR WALL (ABOVE); OPENINGS .` 3.DUCT SIZE AS PER MANU. V.I.F. WALL SUPPORTED BY EXIST. F.J.; IF EXIST. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER FLUSH HDR PRESENT, CONTACT ARCHITECT A- Z 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN b'-4" 8'-O° NEW (2) 2"xb" POSTS O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO q CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 4'_5 NEW (2) 2"xb" I STACKED BENEATH NEW TRIFORGE 9.5" OJ41a OPEN SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO Y POST TO POSTS ABOVE WEB F.J. (OR EQUAL) ® 16" O.G. EXCEED a FEET AND SHALL BE LISTED AND LABELED p FLUSH BM. w (ABOVE EXIST. F.J 4 BEARING ON WALLS) IN ACCORDANCE WITH UL 2155A. b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID w LL EXIST. 2 METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I N� CGL �t 0 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST N= X EXIST. DINING 0 DUCTS SHALL NOT BI_ CONNECTED WITH SHEET-METAL Wry IL to SCREWS -f. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER NEW (2) NEW (3) 2"x12" HDR LOCATION TO THE HALL OR ROOF TERMINATION. THE (ABOVE EXIST. F.J.) MAX. LENGTH OF THE: DUCT SHALL BE REVUCED 2.5 2"x6" POST I x Z FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° r� 4 z BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES .T O NOT INCLUDE THE TRANSITION DUCT. NEW 2"x10" F.J. ® Ib" O.G. N W (ABOVE EXIST. F.J. 4 Q BEARING ON NEW HDR) z IL NEW EXHAUST FAN SHALL BE INSTALLED WHIERE O VENTILATION 15 NOT MET BY MEANS OF NATURAL O CIRCULATION THROUGH WINDOW5 OR DOORS TO OUTDOOR G®� C EXIST. ,�y�, SPACES AS PER NYS MECH. CODE SECTION 403.3.2.3; .(C� rA INSTALL AS PER MANU. SPECS _ EXIST. DROPPED BM. GL' i r� ` P ' F1O V.I.F. SIZE A5 (3) 157711.25" G.P. 2.OE LVL �0 •A -^ HOLDOWN: V.LF. EXIST. POST AS OR GREATER;PROVIDE NEW AS RF-a'D EXIST. O HOLDOWN 'A' AS PER PAGE A-200 (3) 2"xb 08 GREATER; ` V.I.F. EXIST. POST A5 PROVIDE NEW AS REO'D HOLDOWN: PROVIDE NEW AS REQ'D 1 e•� •s• (4) 2"x4" OR GREATER; OO HOLDOWN 'G' AS PER F'A6E A-200 I ©3 7 ©f A{ SISTER 2"x6" G.J._ EXIST. LIVING ® I6" oG OF ROOM EXIST. HALLWAY EXIST. STUDY xI Y ® ® Y ci Q PROJECT: ALL NEW WINDOWS $ DOOR'S SHALL BE ANDERSEN 400 SERIES CASEMENT; INSTALL AS PER MANU. SPEC.'S. � NI 6175 OREGON SEE PAGE "A-200" FOR NAILING 4 STRAPPING DETAILS. tu X W ROAD LLC i�l inow GNART,; w a 0 211x )" F� FORENQO NEWS2 USFf ROUGt 'OPENING;" WINDOW DIMENSION HDR w/ SIANOE WINDOW OPENING GALL-OUT Tl PE QUANTITY MODEL # WIDTH REG2'D: 20" z _ LU528-2 HANGER • 1U EXIST. EXIST. EXIST. EXIST. 6175 OREGON ROAD HEI6HT REO'D:24 2'4"WX5W'H D.H. 2'4"WX5'4"H D. I. 2'4"WX5'4"H D.H. 2'4"WX5W'H D.H. WIDTH, HEIGHT WIDTH HEIGHT OPEN REa'D: 5.T S.F. Q -; ? I CUTCHOGUE, NY 11935 k N 1 H I 11 1 11 A PIGTU� 2 CUSTOM .y LO � 2-O �j x o RECONSTRUCTED o B _ PICTURE I CUSTOM -.; a{-, ,I '_0 8'--r" 3'-0" O = COVERED = DRAWING TITLE: ® PORCH G PIGTVRE 3 P5040 4'-11" "" 4'-0" 4-11 9" 4'-0" �, -THERMoBY DECKING- ® I I FIRST FLOOR PLAN Ln j L______J - D �N50M 6 TWT3bl5 ������ I'-� all V-10 1 " 3'-10 - _ _SISTER (2) 2"xa" SISTER (2) 2"xa" I E PICTURE I CUSTOM 3�-C?" '12'L4" 3'-O" 12'-O" _ -� � �- - - �- EI PIGTU� I CUSTOMS N-C?" F2'-O" ,," 3'-O" 10'-O" PAGE: - F _ GASf=HENT 10 AP42V 41 ❑ 4'_0kl - 4'-O" 4'-0" C� o 0 10 1/4"=1'-0" G =DOUBLE HUNG I TW24210 2'-6 ' ", "" �" '-C7" 2'-5gll 31_0 �II FIRST IRST FLOOR PLAN 5 20 A-500 2,058 SOUARE FEET SCALE: 1/4" = 1'-0" DATE: 09/01/20 9 OF 16 F EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXI5TINC9 TO REMAIN O CARBON MONOXIDE , NEW WOOD FRAME (L.G. CO DETECTOR STL. WHEN APPLICABLE) NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON _ _ 5M/CO MONOXIDE DETECTOR COMBO WOOD FRAME (L.G. 5TL. w/ BATTERY BACK-UP WHEN APPLICABLE) 11 II II II II 11 II iI II II II Il II , NEW FOUNDATION WALL 50 G.F.M. EXHAUST FAN w/ DAMPER II Ii iI II II 11 iI II II Ii II Il ......11 _ . II - . _ll I .. Il ll II if. II U .. .. .II .._._.I ® MIN. (2) 211x4" STRUCTURAL50 G.F.M. EXHAUST II II II II Il II I( II I II If Il rFLI 4FAN LIGHT GOMBP Il 11 . . _ II .......11_ P05T FOR 4" WALLS w/ DAMPER IC Ii iI II II II 11 11 II If II li it (MIN. (2) 2"x611 STRUCTURAL NEW a __u. .. €€ . .ii . It ...€i n ii it i€ . . n POST FOR 6" WALLS), U.O.N. =F__�1_��= �= f- : 1 iI _ _ II iI II II 11 IC 11 11 11 11 II I Il II II II II IC II II 11 I1 II II II II 11 II II 11 if I 11 iI Il l� D II Il lI 11 II A 11 11 Il 11 CII FLOOR PLAN NOTES Cp LI ...... IL...... 11 II � NEW TRELLIS II l 11 I I. IC 1 li I I LI I 11 I1 11. Il 11 II II 11 . . I1 11 Il 1 DOOR NOTE:• NEW (2) 1.'15°xas° G.P. 2.0E C li. CI I[ 11 IC I ( I (C III 1 I. INSTALL NEL�1 INTERIOR DOORS WHEN GALLED O OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). LVL FLUSH SM.5;EXTEND 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED INTO BUILDING 10'-O" OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 381-g3�4" LLI 3. DOOR TYPE TO SELECT 11 CI 11 11 11 II 11 Ii it 11 11 -. C 4.INSTALL AS PER MANU SPEC.'S NATURAL LIGHT $ VENTILATION NEW 2"x10" R.R. ® I6" O.G. w/ NEW NEW 2"x10" R.R. ® Ib" O.G. w/ W ;$ OSTAIR RAILING NOTE: (HABITABLE SPACE) 8 51MP50N LU525 HANGERS I BALCONY 51MP50N LUS28 HANGERS 8 2 I. A.LL NEW STAIRS SHALL HAVE MAX. 8-1/411 RI ® FLUSH BEAMS -THERMORY DECKING^> ® FLUSH BEAM5 = J 8 MIN. q" Tr - RISERS SHALL BE CLOSED , 2. 421 HI&H GUARDRAIL E SPINDLE SPACING FLOOR AREA 261 S.F. NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; NEW(3) TRANSOM TRANSOM TRANSOM ' 36 HIGH HANDRAIL 4 SPINDLE SPACING NOT % REQ. S.F. PROV. II � TRANSOM TRANSOM TRANSOM ' 2'xb" 4 5 O 4 5 O 4 5 O ( 4 > O ' 4 5 O 4 5 O 4 5 O Q TO ALLOW PASSAGE OFA 4" SPHERE POST 3. GRIPPABLE RAIL AS PER CODE LIGHTING;MIN. 8% 20.5 S.F. 154.5 S.F. OF FLOOR AREA VENTILATION;MIN. SKYLIGHT T �2 O SMOKE DETECTOR / GO DETECTOR NOTES: q.4 S.F. 88.8 S.F. FOLDING OUT-SWING IIO�JRS 3 4% OF FLOOR AREA FOLDING OUT-5WIN5 DOORS F - - I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT THREE-PANEL CONFIGURATION 3R); THREE-PANEL CONFIGURATION (31L); I 5 d) A SMOKE /CARBON MONOXIDE COMBINATION DETECTOR O I 5 (2) 2"X1011 HEADER ABOVE DOOR 1< (2) 2"X10" HEADER ABOVE DOOR x HARD WIRED TO EACH OTHER w/BATTERY BACKUP. cV 2.INSTALL ALL AS PER MANU. SPEG.'s A NEW (3) 2"xb" i I NEW (3) 211x611 A 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE A-600 POST TO OPEN^ I FLUS TO 4 5 A-600 x' 4 5 I Q FLUSH BM. O FLUSH BM. - ` WINDOW NOTE:, N O I. ALL NEW WINDOWS SHALL BE ANDERSEN 400 -' BEDROOM BEDROOM 4 5 SERIES; INSTALL AS PER MANU. SPEC.'S. FOR O w SUBSTITUTIONS,5EE NOTE #q IN "GLA55 WINDOWS °� O (261 Sq. Ft.) (252 Sq, Ft.) AND DOORS" ON PAGE A-100 2.IF CASEMENT WINDOWS - ALL 05MNT WNDWS Q I d SHALL HAVE STRAIGHT ARM HINGE - NEW 211x1011 R.R. ® 16" O.G. w/ NEW 21'x1011 R.R. ® 16" O.G. w/ Q 3. IF DOUBLE EfUNG - ALL DBL. HUNG WNDWS TO BE - 51MP50N LU528 HANGERS SIMPSON LUS25 HANGERS - TILT WASH 0 ® FLUSH BEAMS ® FLUSH BEAMS 4.ALL GLAZING WITHIN 1811 OF FF TO BE TEMP. GL. O �= - nl B NATURAL LIGHT $ VENTILATION m O iq� ml (HABITABLE 5PAC.E) EGRESS NOTE:_ 4 5 +i + w IN COMPLIANCE WITH NEW YORK STATE BUILDING m NEW (2) 211x411 ® ® z FLOOR AREA 252 S.F. CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF POSTS (TYF) - 3 EGRESS SHALL BE FOLLOWED: z tt % REQ. S.F. PROV. 00 �0 I i NET CLEAR OFIENIN5........... 5.'7 S.F. F x x 1 LIGHTING;MIN. 8% 15 3 SM/CO 15 a a 1 5 OF FLOOR AREA 20.2 S.F. 122.5 S.F. NET CLEAR HEI5HT............... 241 MINIMUM N N. NET CLEAR WI:DTH................. 20" MINIMUM �xBQ P.D. a a 4 VENTILATION;MIN. WINDOW /DOOR FRAMING: 4 5 -� _ =' �{ 4% OF FLOOR AREA q•I S.F. 78.8 S.F. � p NEW SM/GO � � o NEW �+ OBEE PAGE A-300 FOR FRAMING NEW N GL 15 N G�- O O T ry s ELEMENTS AROUND DOORS AND WALK IN SK'✓ IGHT N WINDOWS (TYF. FOR ALL) U.O.N. - Q I PROVIDE MIN. (2) 2x8 HEADER U.O.N. O GL, m 7 V's 15 5ci6wA [Q NEW LAUNDRY ROOM: =.t �pI. NEW WASHER/DRYER;HO SELECTION NEW I z Q 1 5 NEW z iv m 2.COORDINATE LAUND. ROOM DOOR 4 5 I 0 �I x NEW LAUN RY - HALL6INY `+ a a 'cv = ROOM BATHROOM DIM.'s w/SIZE OF EQUIP. � -1 dJ = � _ 3. PROVIDE HOOK UPS AS REG2'S PER NEW (3) 1=_b I F- Q z 6' V w L a a t<j -TILE MANU. 211x611 =� Q J A'-q" z 5306'x8 ! €( r( 1 Ll DRYER EXHAUST NOTE: POST r I. DUCT SHALL. TERMINATE TO EXTERIOR cV K Q t �E O wl GLw + 2.DUCT SHALL. TERMINATE MIN. V-011 FROM ANY (OD Ll 1l1 m cv z OPENINGS z EW(2) 211x10' HDR 5'-10" SHELVING 1 € :It 1011 l 3. DUCT SIZE AS PER MANU. s i I 4.DUCT SHALL. BE EQUIPPED w/A 5AGKDRAFT DAMPER 4'-O" I 5 dJ -0" b`-5 (2) Tr a 10" 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 8 a CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO Q, h _b„ �� ® EXIST. j:, p3 .; IIIIl CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Q ' 3 w 0 GL. Q " SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO z O EXCEED 8 FEET AND SHALL BE LISTED AND LABELED dlr� NEW (2) 2"xb" EXIST. __ I [ , w IN ACCORDANCE WITH UL 2158A. x E I,, !r `€!` �¢; 2 b.EXHAUST DUCTS SHALL BE MIN 0.016 THK RIGID OWE POSTS(Tl'P) BATHROOM 1 2 II 3 3 x N� � , I �Is g` q METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 6 P2- 1. f.`I '_0RUNNING IN 'THE DIRECTION OF AIR FLOW. EXHAUSTEXIST. EXIST.DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL rHfALLWAY s REWsBEDROOM MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION 7.O THE WALL OR ROOF TERMINATION. THE S Q MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 a 3' FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES III E'k NOT INCLUDE THE TRANSITION DUCT. - € 1 II ( I ;F jI i !1#€ W NEW I 1 Q WALK-IN CLOSET NEW EXHAUST FAN SHALL BE INSTALLED WHERE Cp p 7 VENTILATION 15 NOT MET BY MEANS OF NATURAL EXIST. CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR HALLWAY EXIST. ; ;I SPACES AS PER NYS MECH. CODE SECTION 403.3.2.3; p :. INSTALL AS PER MANU. SPECS F GL. I! I m, {, g: 111!I �'fr. c^. {�! Ho HOEDOWN: X z O w Q /C°'3 p HOEDOWN 'A' AS PER PAGE A-200 dJ (,p tfi, i! 11'' O !� i< � is E a 1; 4c,/ Oq HOLDOWN: I E ( € x HOEDOWN 'G' AS PER PAGE A-200 I III ALIGN NEW 4"x4" POST j!Ek } €!' TO RIDGE (ABOVE) w/ m c^v `! 51 WALL CORNER it i €I 1 i X14 ..r E g$ EXIST. ® ® EXI57. ' I„Efi I w o BEDROOM �- BEDROOM Q `I X14 .}( ;� ! fill I.;=I PROJECT:IR I!:uv ALL NEW WINDOWE5 & DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT; INSTALL AS PER MANU. SPEC.'S. 6175 OREGON SEE PAGE IIA-20011 FOR NAILING 4 STRAPPING DETAILS. X`t w X��� `II I` ( � I' '�I I'ii .. ... .. .... . .. ..::' . :: ROAD LLC EGRESS I`! i; 5 1 E. E � 1 Ij�ji, i CLEAR P IN WINDO MI' :ROUG 4.1 0 EN G W D I EN51 ON WINDOW # OPENING _.,. _-_.-., _...: -- - _,......,_ _,.. EXIST I, 6175 OREGON ROAD TYPE QUANTITY MODEL � .,•. �� �� -� «,a I _ EXIST. _...EXIST... - _.. .....-_._.."_ _..__._EXIST. - ___ .._...__._._..._`EXIST.- -. - -- �li� �., _� GALL OUT WIDTH REQ D: 20" I 11 I I. - 2 4 WX5 O H D.H. 2 4 WX5'O H D. 2 4 WX5'O"H D.H s` - " " II -� 1 _ _ _ _ �2 4 WX5 O H D.H. 2 4 WX5 O"H D.H._ E H IGH 4" - tz CUTCH E T REQD•2 OGUE N - Y1 y W HElC�HT. WIDTH HEIGHT OPEN REQ'D: 5."1 S.F. ---_ � �_ _._ ___.__:�__ _-_- .__ �� _ ' �. � 1935 l $ I 1 g E fs I 1 i� _ I r I 1 _ I i 11 i it 1 II I II __,...... ....._..._ .,,., ., .. .. ,,._".,,,,... .,,..... ., 'E M A PICTURE 2 CUSTOM 2-O 8-O 2-O 8-O -- ` (� E !;€I €;l 1� E �E 1111 _ •.- _ dREGONSTRUGTED- DRAWING TITLE: _.. .. .. _ .. _. .__. .w,..-.m-;,_«..............:...:'.,..m:.::,::"m'�:::.:<,;,»-•--.v ..aoe<6==ma::.:",end.... < B PICTURE I CUSTOM 8 't 3 O 8 7 3 O _ _-. ___,_- , __ -____ _ __._.___. ..._____.. ....._-...-__.,.-,_ _._____. _.. __.____,..___ ____....__ _ COVERED i€ SECOND PORG 00 € FLOOR PLA 3 P5040 4 I 4 4 II _.__.__._ _.._._ ,_._..._.-_ _.._....-_............ .._..... . ......_............_ .......... _. ......_.-...... _--..... G PICTURE E O 4 O _. .� i.� C. { { a 1 ¢iac S it r_ I }} I " � I n I s D TRANSOM 6 TWT3815 3-IO 1-7 Ib 3-10 1 --7 b , 1� i E PICTURE I CUSTOM 3'-•0" -7, : }-©" . , 3'-O" 12'-O" SFc 2 8 EI PICTURE I CUSTOM 3}-0}} la'wo° 3'-0" 101-011AE q PAGE: F CASEMENT 10 AP42V 41-0 41-0" a 4'-011 41-01' O _,_"` L G 0 10 1/4"=l'-0" DOUBLE HUNG -- TW24210 - 2'-6 La" ;:" 3' <� a" 2'-�✓ gll 31_0 J" � �� L L 1 J �+ S JE�01 D FLOOR PLAN �T^�� 5 20 -�1 /a j3 SGUARE FEET SCALE: 1/4" = I'-O" DATE: 09/24/20 10 OF 16 5EGTI0N NOTE5 ONEW ROOFINS NOTE (TYP.): 1. PROVIDE EPDM ROOF MEMBRANE. 2.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS). 5.PROVIDE SLEEPERS ABOVE ROOF FRAMING CREATING A �" PITCH TOWARD5 SIDES OF BUILDING. 4.PROVIDE METAL FLASHING AT PARAPET WALLS. 5. PROVIDE ALUMINUM SUTTER5 AND LEADERS AT 51PES I2 TOP OF OF BUILDING TO CATCH K4%TER RUN OFF. PARAPET WALL 6.SEAL ALL SEAMS WITH EPDM SEALANT AND TAPE. A-602 _----- 7. ENSURE NO WATER PENETRATION ACROSS ENTIRE — ELEV. +25.9' MEMBRANE. 12 8 .T'E5T ROOF MEMBRANE BY 5PAYIN5 WATER AND — J GHECKINS FOR LEAKING AND BUBBLIN5. NEW R.R. AS PER PLAN NEW R.R. AS PER PLAN TYPICAL ROOF & CEILIN6 CONSTRUCTION: j O • NEW ROOFING AS NOTED HEADERS ABOVE D • 1/2" GDX PLYWD SHEATHINS (BLOCKING ® ALL ALL WINDOWS S PLYWP SEAMS) DOORS PER PLAN - - -- -- • R.R., G.J., 4 G.T. AS NOTEV ON PLANS (® SPANS ul O OVER 5' INSTALL "X" BRIDSINS ® CENTER OF 4 O SPAN, U.O.N.) 2"xb" SILL PLATE • MIN. OF R-4q SPRAY FOAM INSULATION (`i" THK.) ® WINDOWS (TYP.) - BEDROOM BEDROOM u1 O 3 0* O TYPICAL EXTERIOR WALL_ GON5TRUCTION (TYP.): ir w O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® _ ALL PLYWD SEAMS) • 2"xb" STUDS ® 16" O.G. w/ DSL. TOP PLATE • MIN. R-21 FIBERSLA55 IW5UL. N. V.B., U.O.N. N U) N • 5/5" 5YPSUM BD. WALL FINISH SECOND FLOOR '" NEW 2"x10" R.R. ® 1611 D.G. w/ Ll IL in u NEW 2"x10" R.R. ® 16' O.G. w/ NEW SIDING NOTE (TYP.): ------------ ELEV. +12A' v 51MP50N LU525 HANGERS = =J 51MP50N LU525 HANGERS O4 I. INSTALL NEW SIDING (WHITE SMOOTH STUCCO;JOINTS TO NEW F.J. AS PER PLAN NEW F.J. AS PER PLAN H ® FLUSH BEAMS �� -.J ® FLUSH BEAMS tU W BE LAID OUT BY ARGHITE,'-T) lu 2. TYVEK" HOUSE WRAP (OR EQUAL) W _ 4 X O ' Q 5. INSTALL ALL AS PER MANU. 5PEG.'sr W C V 4.PROVIDE ALL NEGE55ARY TRIM FOR PROPER z W INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL = J TYPICAL P. GONG. FTG. 4: WALL CON5TRUGTION: = A O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE A ~ ___. . . Q SHIELD 6 SILL SEAL p* SPA KITCHEN w -600 A-600 • ANCHOR BOLTS AS PER PAGE A-200 i p • P. GONG. FOUND. WALL Ali PER DETAIL UPON A-601 s W ' ^ • P. GONG. FOOTING AS PEI? DETAIL UPON PAGE A-601 p 1 ASPHALTIC MASTIC DAME' PROOFING TO EXTERIOR • Q NEW 2'x10" R.R. ® 16" O.G. w/ j NEW 2"x10" R.R. ® Ib" O.G. w/ • B.O. FTG. 5'-0" BELOW GRADE MIN. * u SIMPSON LU525 HANSER5 SIMP50N LU525 HANSER5 • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN ® FLUSH BEAMS ® FLUSH BEAMS `t APPLICABLE) FIRST FLOOR (ALIGN • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS STOOPS (WHEN APPLICABLE) / r I _� _ WITH EX_15TIN5) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET NEW F.J. AS PER PLAN NEW F.J. AS PER PLAN ELEV. +1.9' u FOR HEIGHT OF WALL d _SLAB (WHEN APPLICABLE) PITCH �":12" <(Uj O NEW R-30 BATT. INSUL. IN FLOOR SYSTEM (MIN. R-50 GRADE I I r— —� ---- AVS_GRADE x AS PER TABLE 402.1.2);SPRAY FOAM PERIMETER ® I I 6 ELEV. +0.0 m RIM JOIST L- UNFINISHED A-6o2 5 d) I BA5 MENT NEW 2"x10" R.R. NEW 2"xIO" R.R. ® 16" 0.0. I I I i PITCH �":12" NEW 4"x3" ALUM. J 10 DOWNSPOUT(TYP.) 8A-602 A-602 GUTTER HIGH POINT NEW 2NIO" R.R. ® 16" O.G. w/ NEW 2"xl0" R.R. ® 16" O.G. w/ SEOTI Oil AIA-600 SIMPSON LU525 HANSERS SIMPSON LU525 HANSER5 ® FLUSH BEAMS ® FLUSH BEAMS Sr,ALE: 1/4" = P-o" 12 PITCH �":12" 1/4"1 JA 2 NEW 2"x10" R.R. I W. O.G. a I I SISTER 2"xb" R.R. ® I6' O.G. EXISTING ATTIC ~ ►= UNFINISHED w lu I I z w II 0 fj NEN • O Ii - ul I w BATHRO M BEDROOM BALCONY~ I I NEW 1.15"x11.575" G.P. 2.OE LVL RIDGE Lu 4 EXTENDING TO NEW P05T5;GUT EXIST. R.R. Q PROV. SLEEPERS b STRAP TO NEW RIDGE AS REQ'D NEN 4N4" P05T To I w EXISTING I I �W PITCHED 4" TI-05 ALIGN w/CORNER OF INTERIOR OFFICE 3 EDGE;�" PLY; - NEW 4"x4" WALL BELOW;SEE FLOOR PLANSam I , (MODIFIED) W EPDM MEMBRANE; I POST TO RIDGE PITCHED - - - - LHER DIRECTION; R.R. ASPE — 2 BEDROOM I I GUTTER Q ��i` HIGH POINT " DECKING I I I 4U c / -- TOP_ OF_P05T 9-1 ELEV. +10.1' FLUSH BM. AS I X X PER PLAN I I I W W I I I r 0374'0`3 O / G.J. A5 PER I l i I OF i'l �3 PLAN I ( I - N EXISTING EXI5TIN& 5PA - 3 6"xb" P.T. POST- I LIVING ROOMLu I I D LIVING ROM PROJECT:ECT:0 V 5157 ER 2 xb„ R.R. _ ! � RE AIRED crW I GO ERED - - - - - - - - - - 0 - - - - - -- -.._ _ — — — j I ® Ib” O.G. FINISHED DECK PORCH - - - -- - - - - -- -- - — - — - - - - - - - - - -� i 6175 OREGON P.T. D.J. AS * ELEV. +I.T PER PLAN - - - ---!- I I ROAD LLC P.T. RIM JOIST GRADE AVO. GR_ADE_ `v V b ELEV. +O.O' P.T. DROPPED I J� X 0 ry 0 } 6175 OR ROAD BM PER PLAN EXISTING CUTCHOGUE NY 11935 EXI5TINC O 5 I m I BASEMENTD I N UNFINISHED UNFINISHED B BASEMENT ASEMENT - - - - - - - DRAWING TITLE: 2 - ---- -- ----- -- ---- - -- - - --- -- --- SECTIONS A-601 GUTTER NEW 4"x5" ALUM. D H15H POINT NEW 4"x3" ALUM. ROOF FRAMING PLAN DOWNSPOUT (TYP) DOWNSPOUT (TYP) SEOT I ON O/A-GOO ROOF FLAN PAGE: S GT 101 /��-GOO SCALE: I/4" = I'-o" 5GALE: I/4" = P-o" 5GALE: 1/4" = 1'-0" A-600 DATE: 09/01/20 11 OF 16 TYP. ROOFING (SEE SECTION NOTES) TYP. ROOF CONSTRUCTION (SEE SECTION NOTES) �N �PL 'SIMPSON' H2.5A Q W RAFTER TIE l y W W MIN. 4" BETWEEN EDOE5 OF O--r y 1-1/2" SQUARE BALUSTER W 0 0 (STYLE TO SELECT) t� Q w O G.J. AS PER PLAN SIMPSON H2.5A RAFTER Q m FASCIA BOARD TIE (OR EQUAL) 5/4"xb" P.T. DECK BOARDS BEAM AS PER PLAN "SIMPSON" P064 NEW "51MP50N" LU526 (2) 1/2"(P HOT DIPPED GALV. (FOR 3 PLY BM) GALVANIZED JOIST BOLTS ® EA. POST D OVERSIZED 'SIMPSON B052-2/4 HANGER 5/4"xb" P.T. r -WASHERS 8 END NUT PREBORIZ (FOR 2 PLY BM) DECK BOARDS P.T. DECK JOISTS AS P.T. D.J. A5 - z INTO SEAM, POST, DECK TIE b NOTED ON PLANS PER PLAN N RIM BOARD ASSEMBELY = EXIST. EXTERIOR 5/4" x REQ'D o 0 0 o L P.T. BEAM AS NOTED 5HEATHINO HEIGHT P.T. RISER = z 50LID BLOCK ® 12' O.G. I EXI5T. 5101NO MATERIAL 5/4"xb" P.T. 0 0 0 (2)DECK T TIE 0 (1) 1/2"41 H.D. OALV. THRU DECK JOIST TIE Z BOLT w/ OVERSIZED WASHER BUILDING PAPER $ HOUSE WRAP DECK BOARDS EA. POST d END NUT PREBORED INTO TO FULLY OVERLAP FLA5HINO 2"x BLOCKING ® EA. POST d DECK JOIST TIE I STRINGER TO MATCH SIZE LJ.1 NEW STUD WALL OAP FOR OF P.T. DECK JOISTS "SIMPSON" ABA44 ® COLUMN BASE P.T. POST A5 DRAINAGE $/4"xb" COMPOSITE FASTEN STRINGER TO ~ iy 4"x4" P.T. P05T PER PLAN BLOCKING (MIN. 6 LLI U DECKING N•O.N. ON PLAN/ GRADE "Z" FLASHING 5ECTIOWDETAILS) '^ FASTENERS)11 11 (� U 11 � ;� NOSING = J I I 8"o 15ONOTUBE' FILLED 11 ( , SOLID w/P. GONG. o U 1 FLASHING � 2"x12" P.T. STRINGERS ® I6" V J 4" THK. x 8" WIDE x WIDTH O.G. (MIN. 3 STRINGERS ® � (MIN. 4,000 PSI) p n z DRIP EDGE 11 � = COUNTER AS PER PLgNST OF STAIR P. GONG. PAD I I EA. STAIRWAY) I p SIMPSON' FLASHING POST BASE PER JOISTS AS PER PLAN FASTENED W(2) NOTE' 5/8" 4) x 5" LONG HEAVY DUTY GAL. ALL DECKING SHALL BE FASTENED 4 ` (2) #5 HOR. REBAR POST SIZE 2"xb" P.T. BLOCK IN BETWEEN UPON (2) #5 HOR. I LAO BOLTS ® I6" O.G. INTO MUD SILL d METAL GALV. JOIST HANGER d w/ COATED DECKING SCREWS BY RIM BD.;WHEN ® FOUND. WALL FASTEN EA. STRINGER. FASTENED TO X REBAR (4 TOTAL) tt� Q "DECK MATE" (OR EQUAL) o> (I) #5 BENT P.T. DECKING w/ (2) 5/8"� x 5" LONG APPROVED BY 51MPSON (OR EQUAL) ® P. GONG. PAD w/ Iq/64 x II REBAR ® 16" MASONRY ANCHORS ® I6" O.G. EA. JOIST "CAL CONCRETE SCREWS BY NOTE: ° I O C "GALIBURN" (OR EQUAL) - MIN. IS"x18"xl2" P. GONG. PAD a I �- "Z" FLASHING TYPICAL DETAIL SHOWN;REFER TO FTG. (MIN. 4,000 PSI) �- L__ (3) SCREWS PER BLOCK O" MIN. PLAN FOR SPECIFIED TREAD/RISER FOUNDATION WALL GRADE GRADE COUNT AND SIZES. I P.T. D.J. AS PER PLAN - �`3" `t DF-OK SUFFORT DETAIL 2 GOvERED PORCH DETAIL � LEDC ER GONNEGT I ON DETAIL 4 EXTERIOR N00r7) STAIR DETAIL SCALE: 5/4" = I'—O" �4-601 SCALE: 3/4" = I'—O" " " ,4-601 SCALE: I = I'—O" �-601 SCALE: 3/4 — 1'-0" 2'-0" LAP (TYP) PROVIDE 3" (MIN.) GONG. COVER _ _ ___ __ _It OF ALL REBAR WITHIN P. GONG. t FOUND. WALL5 $ P. GONG. FTO'S. PROVIDE STRAPPING g NAILING I II AS PER CONNECTION D IN "TYPICAL NAILING/STRAPPING I I II PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" I HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE PER ENERGY TABLE ON PAGE A-200 ® EA. STUD. I II ___ ___ ___ SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEG.'s; (WHEN APPLICABLE) _ __ PLANS AND NOT PROJECTING MORE THAN 4/2" INTO — �I STAIRWAY;SEE HANDRAIL GRIP 51ZE5 ADJACENT FLOOR SYSTEM AS NEW (2) 2"x6" P.T. SILL PLATES I I I II PITCHED METAL NOTED ON PLAN UPON SILL SEAL UPON COPPER I z J015T HANGER BY 'SIMPSON' OR EQUAL TERMITE SHIELD #5 REBAR (TYP.) � I I I� �I 2 FIR5T FINISHED FLOOR E — — -- NEW 5/8"(P HOOKED ANCHOR Q 1 I p BOLTS a 5,1"-- \ -- WASHER EN V2 � O.C,. W 3" SQUARE REBAR (TYP.) N II I I LLj " MIN. SPACE BETWEEN WALL AND HANDRAIL \ All— 61 V PINE R15ER II I I I w I STANDARDS FOR GRIFFA5LE HAND RAIL #6 HOOKED VERT. al 5/4" PINE TREAD - — R ® 32" O.G. II SCALE: NTS REBAR. �•�p � SECTION , '� jl ; � �`� GROSS SECTION CORNER GONNEOTION <cr 7T� X HANDRAILN. CLEARANCE CIRCULAR NON—CIRCULARQ, I" ROUNDED NOSING GRADE Q V4/y4"Y4" RADIUS L„ I I' (NOT INCLUDED IN / TREAD DIMENSION) " a s<7 u II u 4 —6Y4 „I/4„ , `.II #5 REBAR (TYPJ 2-O LAP 11 �374Q5 O� MIN. �4 —2 METER / MAX. ih`� �Q-- ITYP.) �pF NES Z / P. GONG. FOUND. WALL (MIN. 4A00 PSU --------- zv 41 W p O #4 HOR. CONT. REBAR® I I v / TOP,MIDDLE, 8 BOTTOM OF II _ �,-------- PROJECT: - - - - - _ — A. / WALL (3 TOTAL) t $ - - ——————— I I I I I 61.75 OREGON = P. GONG. CONT. FTG. 4 = n1 (MIN. 4,000 P51) If' _ ------- -- / - (3) 2"X12" STRINGERS ® W/ R-21 - (3) #5 HOR. CONT. REBAR 4". 'Ij . '- 11 I I ROAD LLC INSULATION, IF UNDERSIDE I5 FACING `r `11 5TORAGE/NON-HABITAL SPACE / / / / 4" P. GONG. SLAB a� I f I I _-_ I Q-• 11 I I I I 6"xb"-10x10 W.W.M. BETWEEN I1 IL I I I I, #5 BENT CENTER 4 UPPER � OF SLABI I° III I i I REBAR (TYP.) 114211 GYP. BD. SECURED IN PLACE DURING POUR ° 6175 OREGON ROAD I j , `. 570RAOE UNDER ' • .• • g•. i k a 1� � _ I1 I I CUTCHOGUE, NY 11935 (NHEN AFFL I C.ALE3E) . � �' a:. ...• °:��,,.. — DRAWING TITLE: 6 MIL POLY G-- -MOISTURE RETARDER <: I I — 4" GRAVEL BASES DETAILS I 1 I BASE . TREATED 2"x12" SILL FOR CONTACT PROV. GLEAN N1 GONG. OF APPLICABLE) COMPACT FILL BASEMENT —� —� I I t —�-- I ' �I I —' 1 ( ' 'T' CONNECTION PAGE: INTERIOR HOOD STAIR DETAIL 8 II FOUNDAT I ON NALL DETAIL -6o I SCALE: 1/2" = I'-0" -601 SCALE: 3/4" = 1'-0" -� FOOT I NO TIE IN DETAIL 7 0 1 —601 SCALE: 3/4" = 1'-0" DATE: 09/01/20 12 OF 16 Silicone Insulated Blase pans 8.00" (4) 3/8" H.D.G. LAG Skylight Height pnary Seal m BOLTS (PREDRILLED) 15ga,1.5mm(0.05• Roil—Formed Aluminum Sash with Heutral Grey j Kynor 500 Finish FLOOR SYSTEM AS NOTED ON PLAN __ - {O� #8 x 1� stamiase V SteA Wood Screw Ya• y. By Others FLOOR WOOD BEAM / AS NOTED ON PLAN O / O -- NEW STL. GAP PL. 'B' — — — — — — — — — WELDED TO COL.;SEE 3/8" THK. PL. Underlayment Thannd Break Gasket „ By�'� with Integral Condensation l 3/8 THK. H.D. Wee,Hales Corners GAP PL. DETAILS I I carter ane conaeneate NEW 3-1/2" O.D. 50H 40 4 CAL\/. PL. HOT DIP GALV. 5TL. COL. Rooting I.25" By Others (ASTM AI23) AS PER Optiond Accessory Tray FOUND. PLAN BY SIMS STEEL (OR EQUAL) GAP PLATE 'A' Froms Aperture Heigh NEW BASE PLATE 'A' pnelae sI c) B Others WELDED TO COL.;SEE NEW 4' P. FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE Frans Hel ht By°th"° BASE PL. DETAILS FOR GONG. SLAB LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER (Outside Curb) BOLTING 6"x6"-10X10 W.W.M. Maximum Skylight Clearance Height BETWEEN CENTER $ UPPER PROVIDE GOLD JOINT � OF SLAB SECURED IN _ 8.00" AT GONG. SEAMS (TYP.) PLACE DURING POUR 0 (4) 3/8 H.D.G. LAG VERTICAL CROSS SECTION p BOLTS (PREDRILLED) DeckMg By Others ° ° . .•d��it A•��� ate• • t O / 1$•Width Curb {4( -- ! ° A° • . ° a —\ — B•Oth Bret Minimum I �A • ti dm ° I � O + I� SfGYL l (5HT DETA I L 4" GRAVEL BASE •F':-- ' --_e'�_ COMPACTED FILL — NEW 50"x30"x18" I I - . ' d „ -- NEW (4) #5 DOR. Uj DEEP P. GONG. PADS -- REBAR UPON (4) #5 — — — — — — — — — — SCALE: NTS FTG. (MIN. 4,000 PSI) HOR. REBAR (5 TOTAL) V 3/8" THK. PL. 411 3/8" THK. H.D. 8 STEEL COLUMN 17FETA I L 1.5o1i CALF/. PL. LU 11 ~ —602 SCALE: 3/4" = 1'-0" GAP PLATE B FOR CONNECTION OF STL. COL. TO (3) 1-3/4" WIDE Q LVL LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE A{ ; DIMENSIONAL LUMBER OR 5.25" WIDE PSL STEEL COLUMN CGRP PLATE DETAILS HORIZON „ , " PROVIDE TAL STEPPEDF FOUNDATION WALLS 6'RCEMENT OF -011 OR GREATER IN HEIGHT WITH ti3 -602 ION HALLS SCALE: 3 = I -O ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: NEW #4 CONT. HOR. REBAR 6'-8": #4 REBAR ® BOTTOM, MIDDLE, $ TOP OF WALL (5 TOTAL) ® TOP $ BOTTOM OF >8': #4 REBAR ® BOTTOM, MIDDLE THIRDS, $ TOP OF WALL (4 TOTAL) FLOOR SYSTEM AS S.00" NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) NOTED ON PLAN WALL (MIN. 4,000 PSI) p 5.00" 1.50" NEW STL. GAP PL. 'A' FLOOR WOOD BEAM !Il NEW #6 VERT. WELDED TO COL.;SEE AS NOTED ON PLAN - I I EXIST. FOUND. WALL GAP PL. DETAILS �q• REBAR ® 32" O.G. NEW 3-I/2" O.D. SGV 40 .4 r . . - ♦:f ,. + .. HOT DIP GALV. STL. COL. A a :�" + , .'+4< '•' f,. •' :r +� a• 74 ,= NEW BASE PLATE A' (ASTM AI23) AS PER O O NEW #5 VOR. REBAY WELDED TO COL.;SEE 3-1/211 O.D. SGH. 40 HOT SPACED VERTICALLY ` f+ n ° . ,.d8: f ®d n .. ♦ `` r' , f, n BASE PL. DETAILS FOR FOUND. PLAN BY SIMS DIP CALF/. STL. COL. 12" O.G.;DRILL $ ,' 11�.• r+ ♦BOLTING STEEL (OR EQUAL) (ASTM AI23) AS PER EPDXY PIN 4" INTO 1r ; < &RADE EXIST. P. GONG. SLAB O O b' < , , ♦ ^'. 4EXIST. FOUND. WALL ' A'PLAN WELDED TO PL. U51NO OUIKRETE � • •II . 'S4HIGH-5TREN&TV II ♦ . . d' I ,f "• A 1 .+PROVIDE GOLD JOINT (PATGV AS REQ'D) O O - ----AT GONG. SEAMS (TVP.) Ul 811X8"X3/8" THK. II A s °'ANCHORIN& EPDXY f d ffII ? 4f Ir •: "Ab.• . 4STL. BASE PL. (OR EQUAL) d II. f . II A +•4 + .<. < II' < .. � • A .AP' .+• <lI - •f •` V � � � ��1� °'!a� A f, ,. • as I� A• it d • d l ° O O (4) I/2" HOOKED ANCHOR a, + ._r A - 4•fll•• a - . 11 b A. .a .'" ` +'' I� O ♦ s 4 ° 1�• d 4 <•d �.<. .A A'f ♦, . . .t 11 .<.' .41 '.e<,A 11A. 11 �, <� � b �� '"';�•�` BOLTS EMBEDDED INTO - ----_ ' :� If . � • •+ , A • ,f A A: .b+II . • . . a •` � :e• ,-.�' 11 .f .°. .,¢ A F FOOTING MIN. 4" w/ OVERSIZED + u d �� WASHER AND END NUT SETUP MIN. II,: ' `r' ' , ,.. ♦ as II . �, II :A.: •, + I I"♦ G . v, A EXIST. ORAVEL d '• ♦ BASE NEW (3) #5 HOR. < ♦ 1 A . . 4i f' < II: . . ♦ < . , A 4 A II" + .A' ° f , 11 z ° 111' Ir W REBAR UPON (5) #5 II A!'f.A... .'Q; a If " n ``,.. HOR. REBAR (6 TOTAL) c= __ .Ir. ,a •• < 't1 Ily •' '- ': °.A . II <� !d<.. .A 11 NEW 24 x24'x12" II ' A ♦ Il:.a n II'" DEEP P. GONG. PAD ( B�tS PLATE lI �' A ° FTG. (MIN. 4,000 P51) EXIST. FILL 14' .. �' ;�m •< .. ` IL Af `6 f: ' II' :"; .•: g' 9t �. f. a it: . + . Il ♦ .A. .r• 4 '11' <.. + ♦. •wr ' * .11''•° 11 <. A •.<:d .• d 11 f a 1 ♦ " A d r3 a11' ' .^S .r. 11 '•r• '`• + e IIs"♦ 'Q a. f. .. •. ,11 STL Gc�LUMN DETAIL _ = `, 1L�1 A : NEW #5 HOR. REBAR -< I I° ` AS °e '♦ ' I L,•. `: < r ®� I I+.. ` O STEEL COLUMN BASE PLATE DETAIL (3 TOTAL) - DRILL $ *: II. ' •°, 1 A.f sell ♦ � IF � n. ":`♦ f. Alr� .+ -602 " -602 EEXOXY FIN IST. FT&.' INTOUSING a4 ♦ A II ` ., + .a `.+4; f .' . �I�` ' ' ` • . ,-.♦ ,.: e : f R ...a d- SCALE: 3/4 = I'-O" A : ; Irl •' +. i� ° A.' f` 11 5GALE: 3" = I'-O" OUIKRETE < n' d� :Q' _ �L• d II * . . A DI&H-STREN&TH m ° :♦` IIn.^ f. � II °• i • '.11. "A3 t' . .' ANCHORIN& EPDXY f 1111 : �' IL I <' ' f' II. •,. :�; :,: ." .. II 11 (OR EQUAL) + :. .• 11 Ir ' ' + A^•..., fif f . A ♦. f. 1 I —..-- _� _4•_r_ 11- ..f ,,,A I I 4 d ♦.. <. if a if n . . . f I I ♦ .. • . " < ,. 11 f i A a I I. o o d - I I NEW #4 BE VERT. REBAR H 1111.8 f b +II ♦ 'II n f , 4' 1I A. A. .A `f IY z 1111 f II 16.0.• A. - 11. <: 'A A R , +. II . . ® 24" O.G. HOOKED w 1 -6" e ° < II ' 11 t 6' - II '° r BENEATH HORIZ. REBAR II A . -71 --.�c ., A c.-- = I--== =- 1 r°'. A A a Il, a <• II O EXIST. FTG. I f _0„ ♦,,y" a A <^Q. A . U + II . f II A�" .e m.11�� f .� :< <. '1I s• - .'A 7" 4 ` r `° ♦ a, 11a 11 II' A If' n' it b 11 A ♦ A. A{ .< 1 4' ` I f 11, f n w V.I.F. NUMBER OF STEPS REQUIRED 0 I�11. < , + ® 'r. II . `� 11 ` NEW 24" WIDE x 12" DEEP. Q a fil---- -r�--� .• Aa P. GONG. STEPPED FTG. D PROVIDE 3" (MIN.) GONG. COVER f 111 :< +" .. . : .... < A. II f .. . < 11 ar f OF ALL REBAR WITHIN P. GONG. 11' - (MIN. 4,000 PSI) A II �., I1' f `. f 411 A I f , 11 s " - I'- A11,< FOUND. WALLS $ P. GONG. FTG'5. .- a fill +` .. ♦'° °^ I I f 4 f' I I < .+ : ` I Q 6 p' ! I I f > ' II, '< <. •. "1I' + AQ . ' UJI II"r. f ' '11I1.' 1 a BOTTOM OF FOOTINGS SHALL BEAR IIII `11. `•' :fi. 1I 11' 3" MIN.-f-711 ° 1a---- =-`= --� -- -�'�k - = ---==--L -__�� UPON SOIL 3'-0" MIN. BELOW GRADE --- = ------ ---�F q===`= lt--.---- - -- .--- ------ f ♦ '•♦ � +r r WIDEN LOWEST STEP OF P. GONG. FTG. 4" (28" WIDE TOTAL) < � � TOWARDS INTERIOR OF BASEMENT TO PROVIDE SHELF FOR NEW #5 HOR. REBAR �✓ �/,X_ P. GONG. SLAB FOR LENGTH WHERE STEPS STACKED ABOVE. (5 TOTAL) �� ��j . p0 ° 44i 1� l I5iSTEPPED FOUNDATION MALL � FOOTING DETAIL -602 ��;�'-�.� 5GALE: 3/411 = 1'-O" 03740 p� PROJECT: 6175 OREGON ROAD LLC 6175 OREGON ROAD CUTCHOGUE, NY 11935 DRAWING TITLE: DETAILS PAGE: A-602 DATE: 09/01/20 13 OF 16 . "te,ivfv. r 'M. ,f. -,;'�', ,.N'..;'+ti,�#��..M .•.'�, n t naq ia.. v,,,1Yt.v 4 .n q + '.FV �3 P'.:1rfh-y.•ei"tSY'.:A."•''a,i ., ( �w i''ti r: " i , _�,�,�irr+��'�° :F'e:, ::Nis,. :r.:w:,4!•:. ���y,� :. ,A � I g„ � 'Ru'1• �.'`��t ;({,lY... W.km�'�' ,'.��tgy,.. , 9 '<.,�;�^B'ly"�AL,�,�, �<'{,_ •* Y�•'A, rrrre � �• � 53'"" ,a• ..^R, 'off' X x 4 f f.. t. �W I. ^yak wS` L� 4 k' , >. I " 6;. ' .4✓<"s ,' i�: e'Y�� `<'''i tars r 1� t a 5 Ya? wtE. r, S'y �ra S 4 6 i"' 2• t., "-sem,. ,..•r^lb�',. °�"« »Aa;• c,S+ y F A .r.�4 ;:� ,,, .» ,„fir M f t� ',}., t,'£ :: 4 '•,i `"•$fie .3, `#, .Y' 2. "}'•b f �,`x >x f •tr R .t P riz' 11 y�e 9•y Pa E;. el- LU 'y ppyy,`�,� 'kfa4 j ",p a5� g{f,is �� ��I. .S :1d•4-^ tl' t&, p' .✓ ,. kyr:,,;'„Ksr:,”,iai ry. *. x S^, i : n , < PAINTED fill � 'e-,•+ a �If1' <t,':t;.>;•"?";,�„`: � r EXISTING WINDOWS TO BE REPLACED.Z " " �r»✓�-� '.'<:- HI5„ WOOD FRAMES TO BE STAINED WOOD 4 R r . . _: '. ..- ,.. _ - •af.,. f ,c,: " '.;`i ..v:.:=Y '.'v'"1i';>:; 'Aa-'' .4: ,d 4 -YcPic: k, (�✓rF},: s,M', ,x+yy. :t t'3� 9:.ITt ,: �'' W (MATCH NEW DECKING). ,!I$,5 A 4 C "k NEW BLACK ff�� y .a �, .. '. i F .: � "'� ..{F 'aJs,e. a.r"-?m,,'r.tb �'ai.'�.c. .,c•- „'"wi't _ ' - 'S '»c<kr'�'a•::C ;ixi ., .', >3k .Ya ;6x39[' c" +<y. .i':Lxt,, U ALUMINUM II �: .� .�-f"�� ^�t.<�.,, rte• '4i`:, a,,`-� ND G SEAM STA IN - i bs J U 'gid"'cs >. t qq ga..✓M ..rye 2 ,N z:F R �" OOF I NG A ' a : 12 " - � f. Y �p �' } J3 v - 'ti"' "'fib j y�s a I i �4 f " �. Q I d „. *4• I 3 E y I w # .b I � i i i I i ii ITH IHIMM71iII qp �a .' .c. r � °.{ P z. # z ,a , , < - JA I O SEE NEW 5 DIN 0 NOTE ® SECTION ats9W'4+.1.AMt�WR>x'P. �� �•• :.,nl/ „$"`,4:b .. 4° f-, sr , 3` y+ - , or{2'. �•' vw , l d, AA• , 'b s syn♦ t � y > , a.4. 3 f •4 fa«>, t' °b `1£ , , s < > f: ---_— b r,'f a 1•P -'t £�' b rr A- 't i %r '-fi �k ryry; �. ,A' 1,k',•'lid}. „ag IAV v, t;C:••.. ¢ , ' Y .:'�.` ,.j '2S-v=4, `!'8�r .rri"N ¢:r .,'9+ •� ,4'.. (r l9gro t fta ,F - ,fa g i s t r% 'lie et Li 6 5• '{' , , , C ,pi' .•Y!'' �'}0.S., ,y p, "6 �• U F ¢-i 2L,r WMA vZWW1zAff11� f.. ,Xi#r o•y, fN a b.f ^r COVERED REPAIRED r .b� x� 3 $,b �. wzr y; - " �, ,k `tips :,r�•:P .. A. r.s.. PORCH xn ", r, r ... .. " z. .. t i,,. ,. "L'•. g -"t f..>.k: 9+rb , ma��:�,k�::aa�,3:��.s5�a: 's.�,,a* 3a$',:� '' — SOUTH ELEVATION (FRONT) SCALE: 1/4" F7 F-7 . N / z LU O W h , o LU LL PAINTED WHITE � �G p WINDOW FRAMES AND TRIM TO EXISTING WINDOWS TO BE REPLACED. WOOD FRAMES TO BE STAINED WOOD NEW STANDING MATCH DECKING – (MATCH NEW DECKING). SEAM ROOFING � ��` ' 3� OF- V4- �I PROJ ECT: 6 .75 OREGON \—NEW SIDING - SEE -- ROAD LLC NOTE ® SECTION (WHITE SMOOTH STUCCO) 6175 OREGON ROAD CUTCHOGUE, NY 11935 ICIEST ELEVATION (LEFT SIDE) DRAWING TITLE: SCALE: 1/4" _ 1'-0" ELEVATIONS PAGE: Al Aeft OIL DATE: 09/01/20 14 OF 16 TYPICAL CRICKET: % 2"x4" FRAMING ® Ib" O.G.; ICE SHIELD LAPPED IV' IN ALL DIRECTIONS $ FULLY FLASH I O • W I�ZPAINTED/ O O V W NEW SIDING — SEE -— NOTE ® SECTION II I j N 0 J EXISTING WINDOWS TO BE REPLACED. NEW TRELLIS Q L (WOODH NEW DEGMES OKING)STAINED HOOD �.� NEW STANDING _..-.:_ r SE—A—M ROOF O�OFING I 2r Ll O E I !I G �a'a';oi..�.i i��•�."� Y`•."Qa.:,Yx.;., .,..—.F.,',',«4Y✓4��.jjSr<-q^ii{.. .tkM,a a L_jjl Lj O ZPAINTED;�? RECONSTRUCTED COVERED PORCH FAST ELEVATION (RIOHT SDE) p¢•„p9f.E�r�,^. "•+yr.�6k,`.���.}„'s.,'<,>A<”.4;t;,.�b..,�-+,-.f sq , asz'z;aa'j § ',.•- 9xa„ayd. &iays3f { f•°'a,- '•'..gf�¢.j�E,�.P5�Y�ttz«.��y f .."> , �x4i C ' <.5,x ,.¢... n. t Ts,..�g,:'{K''.1a.7r'p•,r....,.fi.}ti, z e r f✓.^0,bFa`'°>'.b.z�„.ar,.. ` Y. tNn.v,fi''. b' ' R w. ”s.r.y';'°,,'�,:Y$.�r.,9.`,..'r..>ta.✓- s>E �,— < . f•r:,..«—,.,Ss�,N4.,f..'` rxaY„r�a`,x—<^.�nero,',;^a.'wry�y".,l�{.�,<"•^+`am^f,,,f=.• a St.v ^t., &C,,n..,:.#'.,<a.,Y,t�_-t.::.��.Y:.u,.t1•, >rF nAk',e'„{{4�•A'v-�w �sy,•y Y ,L'•'- K.•h 5w .d'SrE:*k k. :., 1,1/4" /4" '. h t"�..i+x^';"e+''.,..i.,'•}a";.t. Amo'- I iu' •'- 1'�.S:'d1x.,'.-a�.r;17•^ry��^BcO-"";�x, ',.. fi.•,�i t�,:.s+.j' " xr '777=777777,"-, a7 7r' " m7777« r " t t ..� i+�fi•N;,a.w5'm�s".,.:S§�,J roa;yw�.:" "�w'e3xY�F.';+dw:°:,'5n•-�:yyE.a�"tMir�`'mYY�an"`:; � ' �d+ ,..!'..£-«E''c;r-..,r.G:.Ye�•t>�, 'Ary`„•,� - } J .° R „-r i;- w 1ti N...A< M1 `g,l•^[6``,#',��(�i :t Y''fk Wk! w wri'-sB.r- 's';'-,�.`..-fi,•:y^”!:''.r-,&.x.'k ,i ✓�^, n pf,3 y�rx+X•!r Mx , <, �. w fi� ' dv,Yy>� laK" ¢` ymRM1'® ,s-5 it �3Yi".,.Ox:✓ x- iF 'aS"HY3»hrod'. + a' tB ' t. y'TfiR f.— rte�, ,,yS6:ry e .{M � C1�za(,a 1: Z 0 TRANSOMS 4F0 DING OUT_SWINGDOORS TRANSOMS k FOLDING OUT SWING DOORS 4eTHREE PANE GONFIGURAT1N 3R) THREE—PANEL GONFIGURATION 3L) ' k OR -Il "fi 14 . '. ' xt :% Ni PC) ` 8t NEWSTANDING SEA ROOFING FO DING OUT SWIN6 MOORS THREE—PANEL CONFIGURATION (3R)URATION 3L PANE CONFIGHREE PROJECT: 61 t[7rJ 5 R OREGON- + _ 'k : .;-Y. ZPAINTEDDLLC R p.t Ll w, 6175 OREGON ROADL L �, � n C TCHOGUE NY 11935 . DRAWING TITLE: NORTH ELEVATION (REAR) ELEVATIONS SCALE: 1/4" I'-OPAGE: -7 1 A901 DATE: 09/01/20 15 OF 16 0 NW/y li U w ~ U = J U J 4" FRESH AIR VENT - -- I THROUGH ROOF I FULL_ BATH ----------'� --___ _ FULL BATH ___ _ FULL BATH FULL BAH T �. I I I LAUNDRY T —————_, LAUNDRY NOTE:ALL PLUMNOTE PLUMBING WORK I I I I I I 1 SHALL CONFORM TO ALL PLUMBING d O I I I I pQ p� C LOCAL PLUM5IN6 CODE O LAUNDRY FUEL 6A5 WORK O j 2'1 2'12 I 2 ( I 12 12 I PICO, Qla O TO LOCALSHALL ) ORM I I I I 1 I PROVIDE ABESCO FP200 FR Q Q: 14 PLUMBING CODE 4 z 1 2" j I 211 1 EXPANDING FOAM" (OR EQUAL) z i I I I Q" I FUEL GAS I I 1 I I I O I O I I AT ALL PENETRATIONS IN FIRE v Q4 I �: I v v I :� Q4 I U LEGEND V N I I I I I RATED WALL5 AND I I v �I v I N I I 1 N �I I VI I v� I dti z I I i1 1 FLOORS/CEILINGS. PRODUCT V I= SHOWER NI 1 NI I- �m m = 1iv = 1= 1 ____— HOT WATER _ 1 „ ry 1cV �. IcV NI I� = I 1N SHOWER �+� IN SUPPLY PIPING PENETRATIONS: (SHOWER •z 2 1 2 I 1 2 SHOWER( CONFORMS TO ASTM E 814, �: IQ —. WAASHER N: OFR I 71.7 WASHER I A57M E 84, AND UL 14.79 — I— I— — — I— — — DRYER E PAND N6 FOAM" (OP,00 AL --- ------ --- ---=------------ =---��-------- — — EOUAL) G.O. 2' 31' 3" 1 3" 2 G.O. —. _�.._.._.._.._.�.._.._.�.._.._..�.._..ply_.._.._.._.._..�.._.._th,_.._.._.._.._.�.._.._--�� GOLD WATER AT ALL PENETRATIONS AT WALLS —� SUPPLY _ AND FLOORS/CEILINGS. I 2.PRODUCT CONFORMS TO ASTM E I 814, A5TM E 84, AND UL 14"19 SPA KITCHEN HALF BATH NOTE: I PROVIDE "ABE5C0 FF200 FR ALL PLUMBING WORK SPA KITCHEN HALF BATH I EXPANDING FOAM" (OR EQUAL) —— —— SHALL CONFORM TO POT I j AT ALL PENETRATIONS IN FIRE LOCAL PLUMBIN6 CODE FILLER i RATED WALLS AND O KITCHEN 2" 1211 2" 0 ® RANGE p� I CONFFLOORMS ORMS TO A5TM E 814,PRODUCT O O I 1 I 1 1:211 I GLEAN OUT L I Q4 I A57M E 84, AND UL 14.79 -3 F2, I i 3" I I AS EXIREO'D 11 i I Ln I � NN LL 1 1 I I i REMAIN F.A.I. TO � �� �� KI x 3 I U i t K 1 I 1�1 3: IK V: Ix V: I* v_ Ix I� IEXISOTN6G7 2 I U U: _ 1I_ c\V _ I 1 1 x 4 I rNjE GENERAL 15HOWER 2 I 2" IN�ry JACUZZI NI try SHOWER N Ic\V �: IN p� �_: IN IN m 1 I GENERATOR JAUZZI DW 2' DW 1 j �I� �. I� —I I— I DW —I I— I DW - 2" 211 ——————— ------ _T --- — — ------�--- G.O. G.O. _. _.. .._.._.._.._.. .._.._.._.._.. —.._.. —.. .._.._.._.._..�.._.._ _..-__-_..ply._.. r,o. CONNECT TO I NEW WALL HUNG TANKLE55 DIRECT FF 4„ 4" HOUSE EXIST. WATER I 1 VENT GAS BOILER FOR DO�IESTIG 6A5 5UPPLY MAIN DRAIN z z HOT WATER BY 'NAVIEN' (OR EQUAL) z 5UPPLY SY5TEM I j O O O NEW WALL HUN& I - INSTALL AS PER MANU. SPEG.'s V HOU5F- TRAP V F TANKLE55 DIRECT VENT --A ~ lu N� GAS BOILER FOR Lu 171 n N ► W Z DOMESTIC HOT WATER —.. 40,000 BTU N$ lu 4 11 G.O. N x lu BY 'NAVIEN' (OR EQUAL) N T- w FURNACE BY O p w w - INSTALL AS PER MANU. I TO PRIVATE w GOODMAN;MODEL p O D I O U) OME5960403AN' U� V IL Q 5PEC.'s WELL U I_ Q Q w fl w m (OR EQUAL) In 0 411 TO SEPTIC 500 CAL. BURIED N L L Lu SYSTEM PROPANE TANK Z O U Q O w PL.UME31 NC R,15ER - DRAIN / NASTE / VENT PLUME31 NC RISER - SUPPLY' CAS RISER - SUFFLN' SCALE: NT5 SCALE: NTS SCALE: NTS �Ep AP �. X �-� 03740' 0 FOF N � PROJECT: 6175 OREGON ROAD LLC 6175 OREGON ROAD CUTCHOGUE, NY 11935 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: A% -800 DATE: 09/01/20 16 OF 16