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HomeMy WebLinkAbout42674-Z �r�o`�OS�1F0�Gy Town of Southold 9/24/2021 P.O.Box 1179 0 v' x 53095 Main Rd two � �•� 4, o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41178 Date: 6/15/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 825 Stephensons Rd.,Orient SCTM#: 473889 Sec/Block/Lot: 17.-1-11.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/13/2016 pursuant to which Building Permit No. 42674 dated 5/11/2018 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 second floor deck,to an existing two family dwellin ags applied for 9/24/2021 Corrected to say two family instead of single family. The certificate is issued to Gentlemans Ridge LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40685 1/10/2018 PLUMBERS CERTIFICATION DATED 3/9/2020 r Piecuc 4 t or Signature %ofFnc,r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 42674 Date: 5/11/2018 Permission is hereby granted to: Gentlemans Ridge LLC 404 W 45th St New York, NY 10031 To: Make interior alterations (demo) to an existing single family dwelling as applied for. Replaces BP# 40685 At premises located at: 825 Stephensons Rd., Orient SCTM # 473889 Sec/Block/Lot# 17.-1-11.5 Pursuant to application dated 5/11/2018 and approved by the Building Inspector. To expire on 11/10/2019. Fees: PERMIT RENEWAL $371.00 Total: $371.00 gnspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40685 Date: 5/10/2016 Permission is hereby granted to: Gentlemans Ridge LLC 404 W 45th St, New York, NY 10031 To: make interior alterations (demo) to an existing single family dwelling as applied for. At premises located at: 825 Stephensons Rd, Orient SCTM # 473889 Sec/Block/Lot# 17.-1-11.5 Pursuant to application dated 5/3/2016 and approved by the Building Inspector. To expire on 11/9/2017. Fees: SINGLE FAMILY DWELLING -ADDITI OR ALTERATION $200.00 CO - A ION TO ELLIN $50.00 T al: $250.00 f Building Inspe Foi m No.6 , `rowN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2- Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3- Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. C6py of Certificate-of Ocdupaifcy--$:75 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 11, — House No. Street Hamlet Owner or Owners of Property: &tj 1 1L� Suffolk County Tax Map No 1000, Section `7 Block Lot " Subdivision n4e ��� -`� Filed Map. � Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: l Underwriters Approval: Planning Board Approval: I" Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 1 pli a Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gentlemans Ridge LLC Address: 825 Stephensons Road city,Orient st: New York zip: 11957 Building Permit#- 40685 Section: 17 Block: 1 Lot. 11.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Glens Electric License No: 4770-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat 2-0IL Duplec Recpt 87 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water 2-0IL GFCI Recpt 24 Wall Fixtures 27 Smoke Detectors Main Panel 2-200 A/C Condenser 2 Single Recpt Recessed Fixtures 40 CO Detectors Sub Panel A/C Blower 2 Range Recpt 2-50A Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt 2-30A Emergency FixtureTime Clocks Disconnect 2-2QQ Switches g1 Twist Lock Exit Fixtures TVSS Other Equipment: 8- Bath Fans, 2- Range Hoods, 1- Water Pump, 17 KW Generator with 2- 200A Transfer Switches, 24 ARC Fault Circuit Breakers, Re-Feed Existing Notes: Swimming Pool Equipment. Inspector Signature: Date: January 10, 2018 0-Cert Electrical Compliance Form.xls SO Town Hall Annex 54375 Main Road Telephone(631)765-1802 P-0.Box 1179 Fax(631)765-9502 Southold,NY 11971-0959 Goo BUILDING DEPARTMENT TOWN OF SOUTHOLD MAR 10 2020 CERTIFICATION Date: _ .��/2b Zb Building Permit No. L/2(07q Owner: (Please print) Plumber:--&aJ Pie(vc (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of I% (P tubers Signature) Sworn to before me this day of B�QAA 20 Notary PubjiC4 VB-�ke---county CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 auallfled in Suffolk County Commission Expires April 14.2 L OE SOUlyo couto,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / 1 NSPECTION FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ �FlAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: eoA,4f DATE 3 INSPECTOR laf so N 0 old 0 MV,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] OUGH PLEIG. n [ ] FOUNDATION 2ND [ INSULATION MAV4)"'y! [ ] FRAMING 0 STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Aq i DATE INSPECTOR,-- SOOT TOWN OF SOUTHOLD BUILDING -DEPT. - 765-1802 INSPECTION [ ] FOUNDATION 1ST [�4 UGH PLSG. [ ] OUNDATION 2ND [ INSULATION [ FRAMI / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION _ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r( ,hA [ ✓ w Q(vvm6 e r DATE 1 1 INSPECTOR SO(/Ty �o� olo Co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC) ION [ ] FOUNDATION 1ST DOUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f�re..-cvvl O K✓ Plv*ib i 0�f& Tj . L/. DATE V'?--_ INSPECTOR s o TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [%I/ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Lvmb%% D?-v/ DATE INSPECTOR Of SO 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) Pin DATE*1 INSPECTOR _ � L 01 .�l so 40 Ulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR pf OUl # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUG PL13G. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL-) [ ] CODE VIOLATION [ ] CAULK NG 2b4r REMARKS: :?7 �mvwd ,/ b LWa Wt - - 'o DATE INSPECTOR av 1T Of SOUT90 - �o # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�' 765-1802 INSPECTION' , [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY , [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ It LtCTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING -REMARKS: S L klet.JA%, DATE '7 yD INSPECTOR low PLUM31NG1 •4I�r 1 iKOMi �il� / STATE ' • ■L:J .o - 1,PikINalA=. U-AIA" .aari.U._,Liw,. / % r1%WhW .1�_ . ,� ► . .` r it _��. .. m IS MY �►1 fL.G MAMMA alp A ► - +r / ` _, �w rtii���� TOWN OF SOUTHOLD OBUILDING 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 O� Survey SoutholdTown.NorthFork.-net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form / Contact: i,ana Approved ! ,20 Mail to: Disapproved a/c '`�_ Phone: Expiration ,20_J IKEi ng 'p ct MAY ANP VA FOR BUILDING PERMIT Date , 20 ,((p BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD 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 inpart 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. (Si d nature of kplicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 6 CNV-E—MA—AA R?Uo r— (A$ on the-tax roll or latest deed) I applican is a corporation, signature of duly authorized officer (NaVie and t' e of corporate,officer) uilders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be'dorie:' House Number Street Hamlet �" Block Lot 1` County Tax Map No. 1000 Selctiori_- _ - 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 occupancyl(� Yv1 i 1!1 4g:'L, 064 . b. Intended use and occupancy Z :FkMA i l� 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition X Other Work (Description) 4. Estimated Cost 4 ')-D' 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor e If garage, number of cars r2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories .3 Dimensions of same structure with alterations or additions, Fr�on,t; , � ' ' Rear Depth Height N mbel f'8-torr(6s `- 8. Dimensions of entire new construction: Front `Roar °tz;{a: ,l -' n,',i t Depths Height Number of Stories 9. Size of lot: Front Rear Depth Q'-'W);- 10. Date of Purchase Se 9-015- Name of Former Owner 'U&2�i e 11. Zone or use district in which premises are situated Df1&`N7" 12. Does proposed construction violate any zoning law, ordiiiance or regulation? YES NO 13. Will lot be re-graded? YES NO'50 Will excess fill be removed from premises? YES NOK 14. Names of Owner of premises i,"c(6c-o Pa me* Address Phone No. q)3--3v 1 �o 3 3 A` Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_- * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16.-Provide survey, to'scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOS_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SAI v Fr a,n C15CO T 1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the w ac y- (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%06'L. DWYER NOTARY PUBLIC,STATE OF NEW YORK Sworn to before me this 1 NO.01 DW6306900 r� day of 61 20 149 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 DI JA UU A otary Public "gn.ture of A plicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 44b(0 &S Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit ' Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 D D IECI uv[s Building Inspector AUG 2 9 2016 PPLICATION FOR BUILDING PERMIT ' Date 9/2,� , 20 BUILDING DEPT. INSTRUCTIONS Qr min OF SoUTHQLD a. is 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 fhe 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 fort_ issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New.Y k, an other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for emova or rde, on as herein described. The applicant agrees to comply with all applicable laws, ordinances,building cod housi cd regulations, and to admit authorized inspectors on premises and in building for necessary inspections. )L (S41 ature of applican or name,�if a corporation) (Mailing address of applicant) State whether appplic nt is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 6-o 1 4-um`r !s/'C/A (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 wo will e done: Or i 6o House Number Street Hamlet County Tax Map No. 1000 Section 7 Block (�' Lot J Subdivision Ap �`' d ed-+''5 Filed Map No. 2 I Lot 2. State existing use and occupancy of premis5-we and in ded use and occupancy of proposed construction: a. Existing use and occupancy en//I I iq b. Intended use and occupancy `rdweq/ho o C� 3. Nature of work (check which applicable): New Building Addition L/ Alteration- Repair Removal Demolition Other Work (Description) 4. Estimated Cost VIM Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units r Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 4 7 i Rear �� � Depth Height 37 / Number of Stories Dimensions oflsame structure with alterati gr additions: Front 47` � f - � t. ear `per . ,a� Depth "7°7 Height Number 'fiS�tories �' �' -_ i., f _ ! R 8. Dimensions of entire new construction: Front, Rear_ ';'',Debth Height ff Number of Stories 9. Size of lot: Front G�'Yc (�if Rear Depth @ k rK � 4 d 10. Date of Purchase Name of Former Owndr 11. Zone or use district in which premises are situated R 4 0 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 14. Names of Owner of premises(kyt 11404 P 13 IC,k Address80 MilhlPPIAM Phone No. Name of Architect h sche' Address f�Zb-1 �✓'f' �/� Phone No 6'3 i "fit ms's Name of Contractor C ,v), Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland ora,freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES &-D.E.C.PERMTTS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NOb * 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public,State of New York (S)He is the No.01BU6185050 (Contractor,Agent, Corporate Officer, etc.) Qualified reiJ Commission Expis April 14,2� 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 be o s kno and belief; and that the work will be performed in the manner set forth in the application filed there 'th. Sworn tQ before me this � �= �'f) day of Am6jJ 20 /G P Notary Public nignature of Applicakj Scott A. Russell ,��®5 `f� James A. Richter, R.A. SUPERVISOR U Mie SOUTHOLD TOWN HALL-P.O.Box 1179 B 53095 M o d ,()�i Y 9 Telephone#: (631)-765-1560 4 #: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.us W®'1 JAMIE %�Q�V�SOUTHOLD. tr' 7 2016 Office of the Engineer Town of Southold,, BUILDING DEPT. TOWN OF SOOLD STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT) PLEASE NOTE:All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT. (Property Owner,Design Professional Agent,Contractor,Other) PROPERTY OWNER. (If Different from Applicant NAME: _T05- I"l g pig NAME: 11 eg-'a "P 1-C b ADDRESS: Q '2 5— /4'YhG',� - / t-I ADDRESS: l M" e 11' S 5u.14 old V 1/0-7/ kt e I of /l Z c Telephone Number: 6.3 ' — Telephone Number: 90 —30/ -63.2 2 0 Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x l l"Envelope&Appropriate Postage. DATE: Irl' IK Property Address /Location of Construction Work: SCTM #: 1000 17 01 Jl. //en District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review 1 Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Sto er Review hecklist. If No or NA are Indicated, Justification is Required. ?Inf6rmation FOR E GI 1 G DEPARTMENT USE ONLYReviewed By. Date: 4Ap ovedAd iti aRequired. QCHAPTER 236 �OSU � �L STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST z DATE: ! APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) g NAME: �1j5 /7SC�1CjIff` , � ' S C T M #: 1000 _(7 Of "'6. Telephone Number: 631 '-76��-27Sa District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided) 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item,Please Provide Justification Here, show all of the following items: YES NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries nRAINAGE INSPECTIOWSARE REQUIRED b. Total Site Acreage. Contact TOS Engineering at 765-15 c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. that.the drainage has btm"installed to Code. e. Limits of Clearing&Area of Proposed Land Disturbance. o f. Existing&Proposed Contours of the Site (Minimum 2'Intervals) 0 NO C h 3» 0a r 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. d- DR: i!�-V f m l. Location of proposed Soil Stockpile Area(s). W6 114d k. Location of proposed Construction Entrance/Staging Area(s). N 1. Location of proposed concrete washout area(s). ri/' dT 76 yj rT V M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. EROSION&SEDIMENT CONTROLS 3. Details&Sectional Drawings for stormwater practices are required for approval. Shall include but not ht-limitpri to. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. ' b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) Seedh ws of exposed Or inactive soifs. d. Leaching Structures (e.g infiltration basins,swales,etc.) FORM * SWCP Check List-TOS JAN 2014 Scott A. Russell ,��°SuFQIr Mir "111W11A\1\.T1E1R. SUPERVISOR 1\�1C A SOUTHOLD TOWN HALL-P.O.Box 1179 O A D 53095 Main Road-SOUTHOLD,NEW YORK 11971 r TO of Southold SEP 2 7 2016 AUG 2 9 2036 cgAPTER 236 - STORMWATER MANAGEMENT V - ®.LV AU r_ � Q ��16 (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [:150 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑R] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. �❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with'—your Building Permit Application. APPLICANT. (P pert}- vier,Design Prof"onaL Agent,Contractor.Other) S.C.T.M. t: 1000 Date: /��+ 1� ►jf Datrict NAME / i S�JYI / 1 h � 11. _43' '' Section Block Lot FOR BUILDING DEPkRTMENT USE ONLY Contact Informatiott ///y�t7.�7�\ /�y��y/� ��I/�\�� Reviewed By �j Date: Property Address/Location of Construction Work: 1 — — — — — — — — — — — — — — ` S- n�IN1 n fJ Approved for piocessmg Build mg Permit. El Stormwater Management Control Plan Not Required. i' ® Stormwater Management Control Plan is Required (Forward to Engineering p Department for Review.) �II FORM # SMCP-TOS MAY 2014 — CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST a DATE' e / j97 /6 6 APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S C T M *: 1000 NAME: �1�5� f75C� i, f y' C pt lr�" Telephone Number: 631 —7d64-275a District Section Block Lot S M C P —Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries DRAINAGE INSPECTIONS ARE REQUIRED b. Total Site Acreage. rQm2rt TOS Engineering a 765A 560 before c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). Dack W,OR Provide Eng"meef!s GeFfification d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ar Me drainage has beeninstalled tD Code. e. Limits of Clearing&Area of Proposed Land Disturbance. e f. Existing&Proposed Contours of the Site (Minimum 2'Intervals) M== No G h,;» r 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. EV6 – Ale Na Gil"%ee j. Location of proposed Soil Stockpile Area(s). j'V t4 CY k. Location of proposed Construction Entrance/Staging Area(s). W rr 1. Location of proposed concrete washout area(s). F V11= () I?r► d M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. EROSION &SEDIMENT CONTRO 3. Details&Sectional Drawings for stormwater practices are required for approval. Shall include but not ht-limitpd to. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. arzkpd ' b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) osed Of inactive soils. d. Leaching Structures (e.g.infiltration basins,swales,etc.) FORM * S CP Check List-TOS JAN 2014 �o'\of SO�Tyolo Town Hall Annex [ l [ Telephone(631)765-1802 54375 Main Road �,�F:ax(631)765-g512 P.O.Box 1179 G� �� roger.richert(cytown.soutf90 d.ny.us Southold,NY 11971-0959 Co ^p U(+lN BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: f License No.: '7.7 o IKE Address: o OPAl 3o y Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: P_ *Cross Street: *Phone No.: Permit No.: 2 Tax-Map District: 1000 Section: 17 Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YE / NO =Rough Final *Do you need a Temp Certificate: YE NO Temp Information (If needed) ` *Service Size: 1 Phase 3Phase 100 00 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION �QF 1 me . X-" 4___- ,%e 6 ! i 82-Request for 6) spectian Form �' ,r a(�, D O11 S$ 00 Town Hall AnnexGyJ Telephone(631-1802 54375 Main Road o .c � Fax(631) 734-9502 P_ O. Box 1179 � ^T Southold, NY 11971-0959 y r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1211/6 Owner: y "J Location of Property: 62 5- 62�eAa443it, d Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure . t . to,be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) f framing (R) Floor nd roof framing (FR) Signature: "Name (person subm ing this form): S Capacity(check applicable line): Owner .Owner representative l �A TrussResReo15.docx Effective 1!1!2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANT ONE- - - - - -- ---- DESIGN-ATION-OF CONSTRUCT io, It (PMS-) #9.87 TYPE BASED-ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 1/2" STROKE •--• ----•------ ,—•-- ••-• ��EStGNEt'F'FQN"�('iR�'i`RCiCl`LtF�t- -- -•--._�_:�:- _..._.:..._•-----•—•-----=' � — ---• COMPONENTSTHATT-ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING,:IN.CLUDING GIRDERStAND BEAMS`-.,, . "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAfiffIOG S� 1 11U, f L1t �I 1 1 f-ll.{-11 i Vf tI l�i�t s DANCE WITH 19 W.0 RR PP RT 12Q& wrmSCALE ` Ct]OEs dl�/191dtJ SLE TRUSS (DENT1FICaMON SECS! DATE03108(2005 r---T� NEWS YORK STATE DEPARMENT OF STATE ._7.1.. 11 1; DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION $n��:�sx7�.cetar•.IC�F�: SO!/T�,®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road cis Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 Q lyC®UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Gentlemans Ridge LLC 404 W 45th Street New York, New York 10031 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 825 Stephensons Road, Orient, New York TAX MAP NUMBER: 1000-17-1-11.5 Pursuant to Section 280-144-10(B) of the Town of Southold, New York, you are hereby notified to immediately suspend all construction until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction has -gone beyond scope of approved plans for BP# 40685 CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When approval from the Southold Town Trustees, DEC and the Building Dept. has been issued. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: June 30, 2016 zd�— Peter Doherty Code Enforcement IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. i i dTS • yri I�c• �OAT _17 01 04 ,,,•,r is Avg R pip ACA M' W. API a, � Ww .19 wsw•1p jp .� . . i -�++t/ r . . G•d.7•+TSS r dw cl TLA •C:' Ck.xi�� S. $:apkcnson. —t- h[. 61eaSt,r4I Si��•l.�wun. - �w� •Jl,� �11ura,on SCerhenoosa rxl& '?,A es. R.AdJ— GNnTt•K t.OIrs.rl di-M-90C.Eu�IT.Y# l e`a ` 400 Om4ondor Al,551.Rl.2505 It Non York 11901 \`q\ tA.0.,RI19809 fox..York �( odma®Y°Yn9°n9Wortrgdom ` \ now or forrrorly \ Susan Mogrino Dunning `\ lbnm'd Y0.Yovrlg,Lind BurV°yor Thomom G,rAd rt,P10 1-1 CH94- Pdofllm,ProNmmlorol Cnglrox \ 11`,I Rabort G Toot,AfGhltoct PLOT E SITE DATA //1 a mesas now or formerly - `�/ Lewis L Edson /�' ``\ •R075 RETE¢TO SUMPFMSION-:iOF VL O THE CEDARS• PILED,I THEZOb OFFICE OF THE GLEiiK OF 911PPOLK COUNTY ON .`' JULY II,1906 AS PILE NO 411 S •Notes ON PREM15E5 IS IN FIRM 2012 X AS 9NO;AN ON FIMA ,ATM NLM E 96109C0064H VC 54� T P�Oy V' v 'tea q �y�O3 AREAS K4rPARCEL I 50060 AVMS O �6rya Sgf`¢�° �v �ar��7t•i6L4.�` \ `� µ D7RAV PPD PARCEL 2 •. 09491 ACRE 93591 ACRE Toru.AREA Rib rw•' �.�'• PLOT X \* CP 961 ,y P051TaN or MONUMENT 014 J 1 L 11705cp�Qry qq WOOU0MRU511 lINE 8�_` 573 i °. �` ` TRAVELLED PARI � �(II ♦f :• U' Y'01NT DY tlEGINNING' �{ PARCEL. I F=MTRIAN EA Ce VNT L 12796 OP,990 1 9jryy� ell now or formerly 1 Joanna W Lomas 6 1 q� I,I Charlotte Jordan Groans I� 17 TYAVCLLD 09,Po ON WQ I PLOT W Q *ADW1f ,y0�l,�TiyT hC S qj# �, UNCS Or PFNAI[ROADS ' [tkr AD SHOWN ON PILED MAA •SuRvn or me c[DARS•-_ � WOOD'y9RV0rl lINE 1 I�� Q 1���Nl�°0w rq. �.--- I -- AFM \ PLOT 7&AV[LICD ROADWAY LINES OWN ON TC ROADS V� 1 A9 SHOWN ON FILED MMLeS � I SURVEY Of THE CCDARS' `' Z4b OV m - .. ` TRAVELLED PATH `� V'^_Y7 LINES Or PR1VAIZ ROADS / ,00,/ i Re99517 �a�' - - 4� AS OHOWN ON FILED MAr F{{ L° 99' 1 SURVEY Or me CEDARS• / % now Of formerly -I--- ----- --- -- - - - ---- ---- -- - 59H°09'55°W \ Reginald A.Minor Jr,. --- --- ----� --- 21.11, 8 Sheila K Minor TlwveueD RonmvnY PARCEL 2 ` I T6 Re145.00' now or formerly /9T. 6 L•25.65' PRIVATE ROADS Ron A.Molomud CENTERLINE Or S'E16EMCW TO INSTALL PLOT R MASONRY WALL t MNNIAIN A WELL A9 DMIKIDED IN L \ I qmZ f 7fjN 10009cP 584 LIN E5 w L9 Dl PRIVATE__ lnry PLOT \ noOr formerly AS SHOWN ON FILED MAA 9 0• Mark Stephenson Sharman SURVEY or THE CLDAR.T now or formerly R.90 0o' Bovorley L.6roeno 8 Logo 06' charlotte Jordan&reon© \ r I SURVEYORS CERTIFICATION •YC IgREBY CERTIFY TO PRANCIBCD PINEDA. PLOT G 1 ALEXANDER PER RO B.CCNTLEMAN'B RIDCE.LLD, I ADVOCATE'S ADBTRACTr INC.;4&CI TITLE UNBLLD ISAIDA COMPANY°MAXIM CREDIT ARC IW ` LLC HE 0001 THAT THISRAC SURVEY WAND%RV r IN ACCORDANCE I THE EA GODS T TE ASSOC FOR LAND SRfiVEY9 ADOPT N BY / r I THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL__ZONAL LAND SURVEYORS A- 7- ��} now o^formerly '�/ Sharman Family Trust k HOWARD%YOUNG,NY9 L9 NO.19899 1 SURVEY FOR FRANCISCO PINEDA 8 PLOT M \� ALEXANDER PERROS / I at Orient,Town Of Southold i Suffolk County,Now York now or formerly o I TITLE SURVEY (! / Adam J.Irving 6 LL4 Lydla N.Irving p A Q I Oovnty Tax Mop Devlin 1000 sv<wm IT ,m°r.01 La 115 aN j_ ' 'V$t O I MAP PREPARED MAY 19,2019 Rocord of Rovlslon9 2 I REV15ION DATE , oGERLCIGALOiLI s'�--n�sn Q n .nn 09.2018 N 1 AD17lLONe,L BCS°-^.3AR�51"' °:,£.i9�?>fa 1 �ERAIJLl.S10�N O� T�•••-�_9EPS.14.1018 50 O 29 50 100 190 M A JOB NO.1019- I OP I 11-.11-.2015—t*tm C.rows-�+r rsT ■.ww.exr ram �.a+iu rcr A.— rovo OLD FARM HOUSE Fire Sprinkler Repofts ® � �� JUN - 6 2017 for BuyMmN'G mnpm TOWN Or SOUTHOLD 'Tc)�A i5;#' .. . ........ roo St k �05 �05 �05 �05 Prepared By Sentry Sentry 735 Flanders RD Flanders, NY 11901 6317233095 5/30/2017 Elite-SofWare D.evelo.pme_n , nc:=Fire SpKinkleeHydraulics-Calculation Pro eam=ire' =01d'F8rmHouse, .rs—Sentrydtomatic Sprinkle Namptan Bays,.NY, 11946` r _ = :. _ - Page 2-- eneral Project Data Report Project Title: Old Farm House Project File Name: old farm house orient..fiw Designed By: Sentry Date: 5/30/2017 Code Reference: NFPA 13D Approving Agency: Client Name. Gentleman's Ridge LLC Phone: 917-301-6338 Address: 80 Metropolitan Ave-Townhouse F City, State Zip Code: Brooklyn, NY 11249 Company Name: Sentry Representative: Miro Mitev Company Address: 735 Flanders RD City And State: Flanders, NY 11901 Phone: 6317233095 Building Name: Old Farm House Building Owner: Gentleman's Ridge Contact at Building- Fransisco Phone at Building: Address Of Building: 825 Stevenson's Rd City, State Zip Code: Orient, NY Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 144 ft2 Maximum Area Per Sprinkler: 80 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: BLAZEMASTER CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: RFC5.6 Size- .5 Temperature Rating: 155 F @� T• 'ti J i. Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 0.00 psi Test Flow Rate: 0.00 gpm Test Residual Pressure: 0.00 psi Calculated System Flow Rate: 30.46 gpm Calculated Inflow Residual Pressure: 29.99 psi pl fat £" a Calculation Moder Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft2 Number Of Active Nodes: 7 Number Of Active Pipes: 6 Number Of Inactive Pipes. 0 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 C:\...\old farm house or ient.fiw Monday, May 22, 2017, 5:41 PM Fire,-Fire Sprinkler Hydraulics Calculation Program LL;;;y' ."R, _ Elite Software Development;Inc. Sentry Automatic Sprinklers �' l = Old Farm House- Sentry tan,Ba s,NY-11946 a; Page 3 Fire Sprinkler input ®ate °i ry ,. r. Area Group Sprinkler Pressure Node Elev (ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate (psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (fit) KFactor(K) 1 No Discharge ---- N/A 9.36 30.00 0.00 ---- 0 000 0.0 ---- 0.0 0.00 2 No Discharge ---- N/A 10.65 30.00 0.00 ---- 0 000 0.0 ---- 0.0 0.00 3 No Discharge ---- N/A 2542 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 4 No Discharge ---- NIA 2999 -6.00 0.00 ---- 0.000 0.0 ---- 0 0 0.00 5 No Discharge ---- N/A 29.99 -6.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 98 Sprinkler ---- 5.60 7.80 30.00 0.00 ---- 0.000 0 0 ---- 0.0 0.00 99 Sprinkler ---- 5.60 7.00 30.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C-\...\old farm house orient.fiw Monday, May 22, 2017, 5:41 PM Fire -Fire Sprinkler Hydraulic&Catculation Program T - Elite Software_Development,Inc.- Sentry Automatic Sprinklers � a �., .- Old FarmHouse , Hampton Bays, NY -11946 W Page 41 Fire Sprinkler Input Data R `aa'_. Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 99 98 BLAZEMASTER CPUC 1.000 0 2E 6.50 14.00 2050 150 98 1 BLAZEMASTER CPVC 1 000 0 T 550 5.00 10.50 150 1 2 BLAZEMASTER CPUC 1.250 0 ET 13.50 1400 2750 150 4 5 Fire Pump Boost Ignored Pump 2 3 BLAZEMASTER CPUC 1.250 0 E 3000 800 38.00 150 3 4 BLAZEMASTER CPUC 1 250 0 3E 18.00 24.00 42.00 150 C.\...\old farm house orient fiw Monday, May 22, 2017, 5:41 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Sentry Autoic Sprinklers "{ : a Old.Far matm,House Hampton Bays,NY'11946 = ''=•s ;, _ ' " Page 5 Fore Spidnkler Output Data V{ f 6.. r) 1' ''J ala r, ;i•'. !1� i r'h{ Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (qpm) (gpm) (gpm) Pressure (psi) Node (gpm) 1 98 0 30.46 000 0.00 0.00 9.36 0.00000 1 2 0 -3046 2 1 0 3046 0.00 000 0.00 1065 0.00000 2 3 0 -30.46 3 2 0 30.46 0.00 0.00 0.00 25.42 000000 3 4 0 -30.46 4 3 0 30.46 000 0.00 0.00 29.99 0.00454 4 5 0 -30.46 5 4 0 30.46 0.00 0.00 -30.46 2999 98 1 0 -30.46 15.64 0.00 0.00 7.80 0.00000 98 99 0 1482 99 98 0 -14.82 1482 0,00 0.00 700 000001 CA...\old farm house orient.fiw Monday, May 22, 2017, 5.41 PM Fire-Fire Sprinkler'_Hydraulics CalculationProgram. Seritry,Automatic Sprinklers Old Farm;House- _Ham ton°Ba Ts, NY Fire Sprinkler Output Data q (gpm) F. L./ft Pipe-Len. Beg. Nodal Spk/Hose Residual Nom. Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 98 5.60 30.00 15.64 7.80 1.00 15.64 0.14822 5.50 1.556 1 0.00 30.00 0.00 9.36 1.101 30.46 T 5.00 0.000 BLAZEMASTER CPVC 150 10.26 0 10.50 1.556 1 0.00 30.00 0.00 9.36 1.25 0.00 0.04697 13.50 1.292 2 0.00 30.00 0.00 10.65 1.394 30.46 ET 14.00 0.000 BLAZEMASTER CPVC 150 6.40 0 27.50 1.292 2 0.00 30.00 0.00 10.65 1.25 0.00 0.04697 30.00 1.785 3 0.00 0.00 0.00 25.42 1.394 30.46 E 8.00 12.990 BLAZEMASTER CPVC 150 6.40 0 38.00 14 775 3 0.00 0.00 0.00 25.42 1.25 0.00 0.04697 18.00 1.973 4 0.00 -600 0.00 29 99 1.394 30.46 3E 24.00 2.598 BLAZEMASTER CPVC 150 6.40 0 42.00 4 571 4 Fire -6.00 29.99 30.46 Pump, 5 Boost -6.00 29.99 Ignored 99 5.60 30.00 14.82 7.00 1.00 14.82 0.03907 6.50 0.801 98 5.60 30.00 15.64 7.80 1.101 14.82 2E 1400 0.000 BLAZEMASTER CPVC 150 4.99 0 20.50 0.801 CA...\old farm house orient.fiw Monday, May 22, 2017, 5:41 PM Fire-Fire Sprinkler Hydraulics Calculation,Program 40 " :!� Elite Software Development,Inc. Sentry Automatic Sprinklers , a4r Old Farm House- Ham torr Bays, NY.11946 y` _ ' r" Page 71 7Fure Sprinkler Output Data iJL l . b(, 'i i9;i„ ; t Flowing ;area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure Density Discharge Node No. Code KFactor(K) (feet) (psi) ( 2) (gpm/ft2) (gpm) 98 5.60 30.00 7.80 80.00 0 196 1564 Sub Totals For Non-Group 80.00 0.196 15.64 99 5.60 30.00 7.00 8000 0.185 14 82 Sub Totals For Non-Group 80.00 0.185 14.82 Totals For All Groups 160.00 0 190 30.46 C:\...\old farm house orient.fiw Monday, May 22, 2017, 5:41 PM Fire--Fire Sprinkler Hydraulics,Calcolation Program- ^- : �; y _— =_- Elite Software Development,Inc.j Sentry Automatic Sprinklers �'`' ° �`'� Old`Farm House Hampton Bays, NY. 11946 --, r,. T,__ Page 8 Fire Sprinkler OutputSummary em n HMD Sprinkler Node Number 99 HMD Actual Residual Pressure: 7.00 psi HMD Actual GPM: 14.82 gpm Sprinkler System Type: Wet Specified Area Of Application: 144.00 ft2 Minimum Desired Density: 0.100 gpm/ft2 Application Average Density: 0.212 gpm/ft2 Application Average Area Per Sprinkler: 72.00 ft2 Sprinkler Flow: 30.46 gpm Average Sprinkler Flow. 15.23 gpm 4N II . I. Maximum Flow Velocity( In Pipe 1 -98) 10.26 ft/sec Maximum Velocity Pressure ( In Pipe 1 -98 ) 0.71 psi Allowable Maximum Nodal Pressure Imbalance- 0.0000 psi Actual Maximum Nodal Pressure Imbalance, 0.0000 psi Actual Average Nodal Pressure Imbalance: 0.0000 psi Actual Maximum Nodal Flow Imbalance: 0.0045 gpm Actual Average Nodal Flow Imbalance: 00006 gpm Number Of Unique Pipe Sections: 6 Number Of Flowing Sprinklers: 2 Pipe System Water Volume- 5.47 gal Sprinkler Flow: 30.46 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 29.99 psi Node: Demand Flow At System Inflow Node- 30.46 gpm C:\ .\old farm house orient.fiw Monday, May 22, 2017, 5:41 PM Elite-- Fire-Fire Sprinkler Hydraulics Calculation Program �,"�—Y:. °� rpt. Elite Software.Development,lii. SentryAutomatic Sgrinlders_ ` Old Farm;House Hampton Bays, NY-11946 _ •• _' Pa e 9 Fire Sprinkler Output Data r . 100 90 80 .N 70 Q- Fire m N 60 L U) 50 U) N L a 40 30 20 10 0 01 02 03 04 05 0.6 07 08 09 1 Flowrate(x100) gpm Pump Curve Data (T°alco -3000) Flow(gpm) 1: 0.00 Pressure (psi) 1: 59.00 Flow(gpm)2: 2500 Pressure(psi)2: 5700 Flow(gpm) 3: 30.00 Pressure(psi) 3• 5500 Flow(gpm)4. 35.00 Pressure(psi)4: 5400 Flow(gpm) 5: 40.00 Pressure(psi) 5: 53.00 Demand Curve Data Calculated Residual Pressure. 29.99 psi Calculated Flow Rate: 30.46 gpm Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.59 psi CA...\old farm house orient.fiw Monday, May 22, 2017, 5:41 PM POOL 32.2'x 17'4' 33'.0' 6'-4" 4'4" 11'$" 4'4' 6-4- WOOD DECK 14'-6" a 13 FENCE FENCE 2'-0'L 'D eflt4 0 or* I viko t �ve 24'-10' El El El STUDIO or)rl WA CIDES 0 F UP WORKSHOP 275 M NEVD N \'; TOWN CODES 01 AS REQUIRED -QhIQI:4QNIS QE 64Y2 13'4* BATH 31 F12 some m4sQ..4DN cv-q SHED DN (BELOM UP 7'-11* ............ k In, + JEZ� DATES 0�i PORCH LIVING ROOM KITCHEN LAUNDRY- GARAGE 953 FT2 226 Fit 264 FT2 167 F72 MGM FEE- NCTI BU�iLLI­ LEN D 9 765-1802 8 A.1,4 TO 4 FOR DEN 26-0' DWI W -kT --- FOLLOWING INSPECTIO�JS: 2MM FP -i 1. FOUNDATION - TWO ~EQUIP 7L., 0T-0 FOR POURED CONCTETE 12'-7" 3. INSULATION 2. ROUGH - FRAMING & PLUi.'- 4. FINAL - CONSTRUCT ON M"-' , El DN BE COMPLETE FOR '_G. N UP ALL CONSTRUCTION SALL MEET THE c FAMILY ROOM 209 Fr2 F�l FP DWI] _j F1 RE F REQUIREMENTS OF THE:CODES DF NEW 16'-7" P IT YORK STATE. NOT RE3PONSIB-E OR ENTRY HALL ,TION ERRS. 112FT2 DESIGN OR CONS*lriUC 7'� ATH PORCH E =4 UP 20 75 FT2 T V 4 ❑ OCCUPANCY OR I UP USE IS UNLA'vRiFUL WITHOUT CERTIFICATE UP 825 STEPHENSON RD A-101.00 OF OCCUPANCY 4 APRIL 2016 FIRST FLOOR PLAN GROUND FLOOR PLAN 01 OF 006 SCALE:1/8"=1'-0" k� I I I I I I 2"PIPE I I I I 4 SLOPE-ROOF OOKE ZROOF I I I I I I / I I A C I I I �FT I I I I I I I I. 6'-0' 18'.0• 19'•8' I I DN I 13'x4'DUCT ` iLL I 2-PIPE F — - - - - - o 1 12-4" O O I ATT I C -- 1 I 010 I b SCALE:1/8"=1'-0" o I 1 LIVING ROOM KITCHEN 108FT2 BEDROOM 284 FT2 REF 3Tf 108 FT2 ❑ L - - - - - - - - - - - - - - - - - - - - _- -- I I I f17.2' � — —I � - — - - - - - - - - - - - - - -� I � i ...._ ❑ 23y" b _ , i 1 m I L , BEDROOM I 1 1 132 FT2 I I 1 UNEXCAVATED BATH I � I I d5 FT2 I I I I I Fr I DN El 7x2' IDi'l Y ❑ 1 I 1 I L LANDING ROOF — BASEMENT I ssFr2 SLOPE Q 1❑I I I WORKSHOP 1 � UP 2n FT2 I I I 1 I I I I I I I `1 L — — — — — — — — — — — — - — — — — — — — — — � - - - - - - - - - - - - — - - - 1 , uP , 1 ,T-0' I ; 2 SECOND FLOOR PLAN 4 _ I❑I I 1 I I I L — — — l I I I I BASEMENT PLAN 825 STEPHENSON RD A-103.00 3 ADDITION FLOOR PLANS a=iL zoe SCALE:1/8"=l'-O" cs or oo� T-0' 1 T-2y2' I 15'-8" 1 J I 0 •\ MASTER BATH I BATH 52 FT2 BATH it I zs FT2 " I � I ATTIC ❑ b 7N BASEMENT 863 FT2 11'-3" b UP I ' BE OOM 7 7A to %T BEDROOM 3 109 _. 51 FT2 3'•3� BEDROOM 4 - - ,22 FT2 BEDROOM 5 / ,z4 F•rz 10'9.1 HALLWAY /„ 10'•212 � DN 143 FT2 ...._.- -___ 1 1 F= I 1�'-5/'. 0 J i m � 8'•10 y DN M I #— UP 13'•6y2' I El :1 CLO T � 1 ' e5 FF2 BEDROOM 2 i• b BEDROOM 6 12.2' CLO. 314 FT2 SHED 19320M 97 FT2 �� � BEDROOM 1 it 88 FT2 ,PI � I Ill b. I Ln UP BASEMENT PLAN SECIOND FLOOR PLAN ,- THE1 RDF� LOOR PLAN I 2 825 STEPHENSON RD A-102.00 2e APRIL 201E ORIGINAL HOUSE FLOOR PLANS oz OF 0�e 825 STEPHENSON RD A-1 05.00 23 APRIL 2016 05 OF 006 (DWESAll I I I\\ /T ELEVATION s CAL L NA- i 1 11 111111AJTLJ I I I IIL - /j ll--�l /j O �ql?c O / C v o O O p 825 STEPHENSON RD A-106.00 23 APRIL 2016 06 OF 006 EAST ELEVATION 1 SCALE:1/4"=V-0" V I I L I-j A. - /j i /i /iI if O O 0 0 0 0 0 0 -No- O O C O O O O O t O O O 825 STEPHENSON RD A-104.00 23 APRIL 2016 I 04 OF 006 NORTH ELEVATION - - - - - - 1 t� m naw or fermerlq Eauson 1-Ioerino r%nrlig / JON r / N •,,� / r ` mom PLOT E � noW or farmerlq �0 �i' 77 f _ v FO S r LI { t I * ,J DKF (/NN�OFT F ?�, S OSS ` �t'S O 0 M'LAOPOLO +22.67 f� W ' ''► p TRAVELLEDJON ,% P�6 E I _ ,54+ 04 LINE 3 2 lµl t1a.2 +20.38 4 �. 1 ,24. , rr 26.6, RicSHT OF WA ,,-�" 1 26,91+ 27.7 r �r �r w �'.+k PLOT X L. I i"f d GP. q�4 a�+r+ter r�r I +26.56 7.a K' AR Nil ffi 23.39 ON PAZ IG �i,Q \� M►A �! (I- 26.97I ?7.26 � E� /4t +29-32 Of y,N 6.14 �r MONUMENT#14 t 1 DoT a � L. 1 1705 cp 573 Im �g; �� t1 WOODS/BRU,.�H L.NE 26. I � , `d + � � 9.10 TRAVELLED PATH 22.39+ ' � ` "PC*129toF BEGINNING" Q' 29.5 , FFF I 63 PEVIEST"RIAN A C-MiCN, 1 81 FL 1 L. 1217ft CrP, ;' o � f _ It� �� 28.4 � 4,47 � 7 3010 +29.06 +29.17 2 '0 28.4 .7 2 �p X0.64 I .k . no^ or ParmerIq 1 22.33 30.6" �. Joarno K Lomas TRAVELLED 3o,i 29. �,, ���;1r00 t ROADWAY p�sF ._ i e C hor l otte Jordon Gr��ne ©oNT'0 _ r r: q +29.49 �w h h f PLOT VNw 1 t?V '1 �' 26.48 IVO }j _ LINES OF PRIVATE ROAD5 a Mw (/iyvE'O y :, A5 SHOWN ON FILED MAP { ThC/0�� ®O � �(r0`F 27.813 { "SURVEY OF THE CEDARS" WOOD /BRUSH LINE f 30 fi CepNq Nsiy ONq rye+rye _ �.. _ _ l PROPERTY / `� `, ; ;., �� 18.23�. +22.70 aN °'�-�,(Oq 26.84 28,3 LINE � � qN � r �f q. �I ��/ �w� ��� �. ��i "� \ +24.95 q %\ PLOTW F + 471 I , � 25.57 > \ LINES OF PRIVATE ROADS ;... TRAVELLED ROADWAY �art Ti it �• r ���\ A5 SHOWN ON FILED MAP "SURVEY Of THE CEDAR5' 2.03 24,93+25 d L»�I sem, I 1 �~ ! r TRAVELLED PATH LINES OF PRIVATE ROADS fi �� 1�R�"f3' .C7' vv A5 5HOWN ON FILED MAP { L•I"LS�' "� "SURVEY OF THE CEDAR5" nI <7W or formerly i } ►+ '," 0°p �"W Reginald A. Minor Jr, 5heilo < Minor "_ + r/ TRAVELLED ROADWAY i noW or fdrrr7erlq .�,� . , � ��;,�,� �,. L��B.bg' ACL :2 Ron A. Melorrlud �1,` } ;` ,, p,'`p PRIVATE CAV MASONRY WALL �t�t-� CENTERLINE OF 5' EASEMENT TO INSTALL ���,T» � I 4 MAINTAIN A WELL A5 DE5CRIBED IN pp.:s 0,' L. 10909 cp. 584 r PLOT (5 noW or formerly LINES OF PRIVATE ROADS 1 A5 SHOWN ON FILED MAP "SURVEY OF THE CEDARS" � I EROSION&SEDIMENT CONTROLS I nota or formerly Shall include but not be limited to: / R=qO OO` Beverley L. Greene 4 A well maintained Construction Entrance, o Charlotte Jordan rvreere I Wire Backed Silt Fencing, stabilization& u.. I Seeding of exposed and/or inactive soils. I. I PLOT LINE ` DRAINAGE INSPECTIONS « ` LOT G I ONS ARE REQUIRED P r r Contact TOS Engineering at 765-1560 before (D / Backfill, OR Provide Engineer's Certification T- `\ J on w that the drainage has been installed to Code. 0) I ` X LO APPROVAL OF STORMWAT "' O O > ' ER MANAGEMENT Z do m C f f ONTRO P -T n ode r� mo^ or formerly Date: Ll /� P 2 ( .." TOO` . Eaharmon family Trust // �` I APprovedby. �, (0 / U. O PAROL 1; - 5.0060 ACRES � PARCEL 2 - 0.3491 ACRES TOTAL AREA - 5.3551 ACRES FLOT M rA ndW or formerly ` @ I I I N I1-\KSURVEY f Adom J, Irvine $ LC 0 Lydia N. Irving o ; Y Y 1 ,, DRAWN BY: 3F DATE D: AU G U ST 18, 2 01 8/28/2016 < I SCALE: SEE PLAN c� ! N I of NEW y�. S y scy Oft "� 1 ow 2 ti� v s �.e/ * ' .� �-. ,�- �.�,. �.,.,a,.wi.�.�.�� Fp . 05251 l M0 ESS1 /�o DK 4t�� : .... NU M { �.>0 GEOSCIENrCE � i >I, a (� 41"� t, Jt)x 1t.AX) • ��:a hr�dd, Now York 11871 • (631)765- 67 l: 0A I 9.•CC 7 t 1;. Ell TEST HOLE DATA H T + 22•/p�� ..� . V 7CL Name. '.inside FischettiPATHN . Lc"tlon: orient +, � hC' +q, 10.02 T Tex MNuhr►kr: 1000-11-1 -11 . 5 PROPE54+ R Project Description: 2 + 2Nf.324.2 I tc: 5/25/16 . .- 26.81 Dark rower loam OL �I�,,,�� .91+ 7;,7 1 PPy � :i�lif� lu � ..1 ..1.. PLOT X ,No wo '. CSPR :'tt" N3 Brown silty sand .� _ 23.39 ON PQL •41 N .� V� ( 1 6.97 f � +29.32 _- --_- _ �- ... a ,, P051TION Of Brown clayey : rd andsilty aa7rl SC* & ISM .. , ,. .,. Z .14MONUMENT 14 107' L= �• H LIN 26. • .�'" 9.10 � ► �;:_ll � L. P 1705 cp 573 Water in brown � 2.39 .r, ;.....� ° - �""'� �i "POINT O BEGINNING" ' V and silty Banc I t ..I ., � � + 29-10 29.81 -. ' 45 ip ✓' mire► Water b.rk)vinfi no. to coarse sand Sod 2 1 FFL- ritrr east Water encountered 25below Lr t ac 34.27 . .°. 1._. f: t 1 e 0'i 30.03 + 29.09 29.17 8. �0 94 + lIl 2 .4 novIiIiIiIi or rormerl6 r Joanna22.3 a 8Lornas e 101 ip 30.11 h E 29. .. � . � Charlotte Jordan Greene , 0A 30.0 + 29.49 y pI , ! 0!i. x:8.48+ �', .`` ° 0, „II,",,,, I,...I N E O PRIVATE VATS OAD5 fo --A5 / ,� I 5 H CWN N fI LED MAP � ,� I lV Y C TH Cf5'� � . x . u "` 4 + EROSION &SEDIMENT CONTROLS > ii I �9.5 I + _ 1 , � � 26..84 �,� �,,,t.�„i�„al 28.38 �� Shall include but not be limited to: y"y A well maintained Construction Entrance, `+, Wire Backed Silt Fencing, stabilization & • STEVENSON ROAD DRAINAGE � �,�' � NJ e I{ 18.23 LLJ + 4. ["� Seeding of exposed and/or inactive soils. . r yM1oc-- 27.1 � Ii T : DRAINAGE INSPECTIONS TIONS ARE REQUIRED2 .57 PATIO - Patio to have internal perimeter drain �S " NCRTPO4HAS Contact TOS Engineering at 765-1560 before � 'Backfill OR Provide Engineer's Certification 43' 602 f PE hITEj npTINJ th;•t the drainage has been installed to Code.TRAVELLED ROADVfYLO I 00 WAR 0 ROOF SOUTH 0 29' x 28' = 812 sf PARTIAL ITT= PLAN 0 0 ""No CY) 11' x 36' LL T(.)`I"AL ,w. 2098 sf x 2" x 1 349.67 CF A _ 0 349.67/42"22 8.28 I� F Of 8-foot diameter drywell HEIGHTOF . » I ..R FABRIC: I Wr 11 ' )C "i i CONCRETE GRADE 16 y MAX' MI�d COVER 4 e,•w»+mwww.w.. p4r i ,..r., ew:: .. ..« ✓H:,.. a'� �' .w.... 611 ROO CENT I Z 4i r al DRAINAGE PIPE FFYK) AS NOTED PERSPECTIVE VIEW ROOF NORTH ' r i PRECAST CONCRETE DRAWN ICY®. F 33' x 37' = 1221 F �� r LEACHING RING '3611 MINIMUM 2X2 9- r AS NOTED WOVEN WIRE FENCE FENCF POST (6x 10/10 WWF) 8/28/2016 Total 1761SE � CLEAN SAN �� a b GRAVEL. FILLMIN. b 17 '1.SI x 2" x 1 29 .5 CF ., .� .. _ _ �. _ EMBED FINER c�0ri� -- 1611 t��aurv�wA�r p"`i ' ��. .. .:- :°. ,r:.� �' MIN,6"INTO GROUND 4:, MIN, SCALE: ��� ��N ° NOTED ^(7" 1/2 ACR 1 0 LINEAR AREA yO. � � � � 29:x.5/42.22 �= tar9 LF ofs•3-footcliat��eterdr��inage MINI MIN. 1/z ACRE/1rac.� I.INEARFEE7 oFNEyr . SECTION DETAIL USE; f w�4 � ee LEACH ING 00L T`A'PI AL SECTI N SILT FENCEDElr-\ILS._NTw , °b�` r7 1 .17 111 3 D JUN 6 20117 M.NIT)l NO, 'E, "'T. TOWN 0 TF S 0 U IML%]Lrd D EXISTING OIL TANK EXISTING BASEMENT APT STON FOUNDATION 001 C:) C) of SUMP PUMP E-1 4,A. V 47 4`1UP '74' STUD WALL ON 0 2" WIDE FOOTING 0 6"WIDE FOOTINz;G 11 ia. 3' BELOW GRADE @i - i LL 00 %VATER I 111 < 0 Ld UJI Cl-I A,- 0 < ZLLJ Lu z' CL ElviL. BASEMENT I B0 I L F R 00 a) 0 4X4 ACQ POSI I I >< -C-q 10"d.!o. MER C 24"X24!'xif F 2X8 A DE!, -j BELOW GRDE 1+ 61-0" —EXISTING EXIS-10IN'S Er<1 Si N G 7)1 REIMOVE STONE OIL TANK, HUI R N'�.C. FOUNDATION I'l(STEEL DECK EXISTING AND SLAP. X� STONE FOUNDATIO # !AYE B , y Revision L ------------- BASEMENT PLAN t SCALE:11/4"=V-0" Sy m L!, DeviceTemp, Qty4 5.18.17 ADDENDUM 0 ' . Reliable Pendant RFC 3 11.16.16 ADDENDUM #2 Upright.;, 2 10.16.16 ADIDENDUNI HSW 1 09.18.16 ELECT PLAN # DATE ISSUE FZ)R —=E FO� _ DRAWN BY: 11' 9/18/2016 Sentry Automatic Fire Protection, Inc, 735 Flanders Rd,, Flanders, NY 11901 A SCALE: SEE PLN Ph. 631.723-3095; Fax. 631.723.1053 w E K I Sentry Automatic Fire Protection,Inc. E ET 735 FLANDERS ROAD FLANDERS,NY I 1901 Amm I a. r 1 0 0 0 I I i POOLROOM 0 P2 I I i 111 ' 0 E ! E � rt ! i � w li T1f4S42-2 ; ! ; ; Tw� �r2-2 _ CLOSET MECH � ! U i i Ld`1 i 00 U� i EX. KITCHEN EX. CONCRETE PATIO ������ i I ► 101 �� `ti, j -- — I i — I I ', ; - . LAUNDRY i : 0 11 GARAGE 113 V,,!T � i I'\= W � �f B ROOM fc I LIVING P(� ; . i DINING ROOM I L���I;�� E 5i%`t..� Ye j Mal; i �� F1 667 I, I I Nz_�n i Ll___j i - -- PANTRY PANTRY 3'-0„ \\ 1 108B EX. Ei TRY DEEB 605 ! - ---- i 1 eVy<,.. \ NEW BATHj 7 I I N F__jAD,, I y y a TW2636 # DATEt3y �[ 7 k• L t C ' � . .,!-� . .. Revision STAR CLO, : L-104 4 5.18.17 ADDENDUM #3 - ? , symbol 3 11.16.16 ADDENDUM #p2 Device Temp, Qty, Reliable Pendant RFC 15 0 2 10.16.16 ADDENDUM #1 Upright.;. 1 09.18.16 ELECT PLAN FIRST FLOOD PLAN � HSW � c / IIAAS_,•_^' h('� # DATE ISSUE FOR - F tJVVJ -' DRAWN BY: IT 9/18/2016 Sentry Automatic Fire Protection, Inc, SCALE: SEE PLAN 735 Flanders Rd., Flanders, NY 11901 Ph. 631.723.3095; Fax, 631-723.1053 SHEET NO: Sentry Automatic !Fire Protection,Inc. 735 FLANDDERS ROAD ON FLANDERS,NY 11901 i i { i f I _ E i- E I i Nj� (D EXISTING LIVING ROOMa, 0 Q � �j 210 � IE off ` z _ Is ' WEST PORCH 0 i NEW DECK ,...� 00 \-----I 202A I --- Til APT BATH EXISTTNG KITCHEN -- a , f! L� „ ` 212 211 O O 10 00 s; li BEDROOM E M.BTI y 1 � 20� E i NEW DECK 'q 20 22,"' ' X15 MASTER BED00M ' lu { 4 BEDROOM 3 BEDROOM OOM 4 HDLL BATH � 213 214W.I.0 EX. HAL4 SOUTH PORTH 20 I �i 99 �.FfF CLO 2 2"' ` t 07 A s BEDROOM 2 BATHROOM pg- 204 - I sTHR00M 2' 209 A0 �4i � # DATE , {7 4k�;°4� �Jlt? Y i i 4(I Rev( ` ., --- s" • a . sion ;.a s., ; �L�, a< 6• i I 4 5.18.17 ADDENDUM #3 ' ►. Symbol Device 3 11.16.16 ADDENDUM #2 ' Reliable Pendant RFC Temp' Qty. 2 10.16.16 ADDENDUM #1 SECOND FLOOR PLAN upright' 1 09.18.16 ELECT PLAN � � HSW =AT ISSUE FOR SCALE:1,4"=1'-0" � �9 3 DRAWN BY: IT 9/18/2016 Sentry AUtomatic Fire Protection Inc,' CALE: SEE PLAN 735 Flanders Rd., Flanders, NY 11901 C r , Ph. 631-723.3095; Fax. 631-723-1053 SHEET No: ----__ • 4 S . Sentry Automatic Fire Protection,Inc. 735 FLANDERS ROAD FLANDERS,NY 11901 _ Z i I I w B TO i W NATIO (D 0 0 o DN e w t u �► A., w P4 f` ii I 00 LOF F LOFT BATH X02 I - / / . . TTv . f 1, .+Y"•�h+ `i1 ••�. ;,'- s 1 � .• �'.+���'`f�.—�J� �` COY' �`y.r # DATE 6y Revision ^.:f�? 0 16 ` ,r`,'t.� ."air•'• i 4 5.18.17 ADDENDUM #3 } , Symbol 3 11.16.16 ADDENDUM #2 Device Tem Reliable Pendant RFC p' Qty, 2 10.16.16 ADDENDUM #1 THIRD FLOOR P- LA Upright--: f 09.18.16 ELECT PLAN SLLE.1!� —1-0 NSW # DATE ISSUE FOR J - DRAWN BY: IT i . ------------ 9/18/2016 Sentry Automatic Fire Protection, Inc. SCALE: SEE PLAN 735 Flanders Rd., Flanders, NY 11901 Ph. 631-723.3095; Fax, 631.723.1053 SHEET . Sentry Automatic Fire Protection, Inc. 735 FLANOAD FLANDE SD NAY 19011 — r_ { d :� Fc k i L4c)(oW Vol o �t LL � w Lj/ 0 H Z w tl> x r r z w O r, � 0 ❑❑ ELI] V i0l __0 , IR IF fF=- F9 FF91 a a : 0 o0 00 19RONT ELEVATION SCALE: 114" _ V-0° /i w w . , z zLo Wcfl � N o tC�EO�/C Q o 0 (.0 L6 AUG 2 9 2016 � cj RviLDnvGEr. Cn O . .-T OF S0�;"ZIOLD w U) � U- 0 �1a"I'll Ory` Lc, /j DRAWN BY: JF REPAIR A L L EXTERIOR SIDING AS REQUIRED 8/9/2016 ri REMOVE EXISTING ROOFING AND INSTALL �� SCALE: SEE PLAN ❑ NEW 1/2CDX PLYWOOD INSTALL NEW ROOFING SHEET NO: ALL EXTERIOR SINGLE GLAZED WINDOWS TO HAVE NEW STORM WINDOWS LEFT ELEu� 1�Tl0A LEf= ,,�„ _ V-0" INSTALLED FOR A COMPOSITE VALUE OF U=.35 El ry uj �—• A O O < P4 w z 0 O En H w w Vol x r, z w1:4 O H FJFJ P. 11 . , ol r, ri w w -- Z / ZZ Lo QOO (o Z . 00 = ob � � REAR ELEVATION (f) SCALE: 1/4" = V-O" w U) u- O ± of I .-p ), U. `�f �0�,� • Q52s1Q �� r DRAWN BY: JF REPAIR ALL EXTERIOR SIDING AS REQUIRED 8/9/2016 REMOVE EXISTING ROOFING AND INSTALL SCALE: SEE PLAN NEW 1/2 " CDX PLYWOOD SHEET NO: INSTALL NEW ROOFING ALL EXTERIOR SINGLE GLAZED WINDOWS TO HAVE NEW STORM WINDOWS [A-I\ D INSTALLED FOR A COMPOSITE VALUE OF U=.35 Vol z O LLJ �114 P4 0 O < 9 w z EXISTINGs O STONE �]/' En ^ FOUNDATION ---VVV z � 4\ Iw �/ � 14'-O' 12'-1'/z" Z w Q j------------ ------ --------------- 0 �.D vie. 40 ' o. o.° p. j> po o. o•° v' ------ ----------- t D - STUD WALL ON 1 �oP 12"WIDE FOOTING 6"WIDE FOOTING ^� .a T BELOW GRADE o U O _1 � ba CaJ .P LL X 4� °D ry • 1..1� W W • Z � C.0Z `) 4X4 AC POST X O r ------ ----- W Q 10"dia.PIER 1 N Cal 1 I N 1 Q N FY)24"X24"X12"FTG )27 8 ACgGIRDEI .;, .J X 3'BELOW GRADE ��'i�J'' .- QOOc� — J _o -- 4-O Z -- -o m = 1` 0 6'-0" O O EXISTING 19 REMOVESTONE r^ M FOUNDATION @ STEEL DECK EXISTING 'U) co AND SLAB STONE rOr^^ X FOUNDATION W N LL O FOUNDATION FLAN 0 SCALE: 1/4" = 1'-0" o DRAWN BY: JF '+c,tl'}`��v�r � 8/9/2016 SCALE: SEE PLAN SHEET NO: A3 ' Z 0 .__________________________________________________________________________________________________. 1 , 1 , 1 , - � - � - � �- LLJ1 , ' U , H O 1 I , 1 , O1 , FW06080APLR w zz o Z w w Lu 4 a o EX. WORKSHOP W N ' ll � Lu Ll O z ' 10'-6" 10'-611 5'-03/41161-03/411 3 11 o13'-11'/2 , {{ ' X ' w ' -- -_ -- -- -- -- TW2442-3 TW2442;3 ``.F:' (3) 2X10ACQGIRDER - `..' (3)"2X10ACQGIRDER o --=- •-----• ---- , DN — — — 6X6 COLUMN — — — ON 12"dia.PIER i w/2'X2'X1' FTG. u0 T BELOW GRADE Q ; UP I ce (TYPICAL) m � 1 �w ' , co @� 00 = , ILl 0 - EXT.WALL ' -1 u " ABOVE 0 (3)1-3/4X9-1/2 ML (UPSET) iR — _ (3)1-3/4X9-1/2ML (UPSEI) = - - - T - - -- r � - T - � - �" W041 OAPL - - 2X10 FLUSH BEAM - - _ I (4) 12) 2X8'L -- REPLACE EX.WDW. I,00 I NII SKYLIGHT IF 1 6X6 COLUMN p I I v,l 1. I " I I ON 12"dia.PIER ,I I ' I'`� I ; w/2'X2'X1' FTG. U EXT.WALL fol 3' BELOW GRADE u ABOVE (1.)2X8; F I EXISTING i- (TYPICAL) EX. GARAGE CONCRETE , EX. LIVING ROOM (3) 1-3/4X9-1/2 ML:(UPSET) PATIOI w 10'-1"CLGLu , 1 ce EX. LAUNDRY BEAM TO BE o - I d _ 2X10 @16110C SUPPORTED p LL EX, FRONT ROOM BY FP WALL �w co 10'-1"CLG a@ m ° 1 'Q - - - - - - - - - - - - - - - - - EX. KITCHEN 3 t0'1"CLG 0 (3) 1-3/4X9-1/2 ML (UNDER WALL ABOVE) coX 0Lu Z 1 I 1 I M t I 1 1 • A 1 1 1 I I v I I I I 4lf 1 1 1 I 11'-0" "TTT W 51 11211 1 41-lol/211 4'-9't 1 1 1 1 I 1 •------ -- - -- - ------------ --- ----- -----------• 0 --------------------------- ------------- BOJ z 1 , { I Q N ------------- @? _ - _ 3'-0.. rr X D DN i UP 51_611 8' 'J x —i L " Q00CD ' Zpp = �. -1 ,d EX. ENTRY ------- EX. DINING Iu 2X10 @16"OC �, 10'-1" CLG ; 10'-1"CLG o ------ , _ (!1 co .N .------- 1 (n a- O co 1 W v, M --- - NEW BA (L 1 1 3'-O" 9,-011 FORMER PORCH I O REMOVE COLUMN Ln 1 I I = 5'-11"CLG ^' 8'-511 ANDWALL9 r� 31_111 L (3) 2X10ACQGIRDER ' !' r --- 1W2636; t G p i, ol 1 6'-O'/z" 1 6'-0'/21141 U� NEW WOOD STEPS ol 121-111 ASIS 1 EX.STONE STEPS TO REMAIN C --------- REMOVE ALL WALL FINISHES, EXISTING � DRAWN BY: JF ELECTRICAL WIRING, AND ALL PLUMBING 8/9/2016 l=iR0f=08ED 1ST, f=LOOR PLAN INSTALL NEW INSULATION, SHEETROCK SCALL=: 1/4° = ,'_011 AND MECHANICALS AS REQUIRED. SCALE: SEE PLAN INSULATION TO BE AS FOLLOWS: SHEET NO: CEILINGS = R38 WALLS= R13 FLOORS OVER COLD SPACES = R19 AF-1 v z 0 EX. DECK W �-• O O 9 W z O cnH CJS w w P.4 Z O UP EX. LIVING ROOM H ocn DN �e DN Q NEW DECK o /FWOY41OAPLR - - - - - - - - - - - -_ REPLACE WINDOW NEW DECK OVER KITCHEN EX. KITCHEN /SKYLIGHT// EX. BATH EX. BEDROOM 00 00 9'-6"CLG 1 1 LlI DN 3 EX. BEDROOM 9'-6"CLG 1 1 UP J O 1 1 Q p ; ; NEW STAIR TO O Z 1 1 LOFT PATIO 00 W d 1 1 I � N UP I.J.. EX. BEDROOM 1.L -------- -------- NEW DECK -------- — — ---"-------- NEW DECK EX. BEDROOM W 6'-5" OVER LAUNDRY W EX. HALL EX. BATH W.I.C. 9'-6" CLG O 9'-6"CLG 1 Z 9'-6"CLG _C.0 Z v rf=C2 L W Cfl " DN Lo o DN QOOcfl Z cn -r F, EX. BEDROOM 9'-6"CLG (f) C co BATHROOM O w W FORMER BEDROOM EX. BATHROOM LL ' 'N 'Elv 0 0 co y Crl A 6—d r. tom' A' I'l Y L11 NEW 2Nh. FLOOfR fDLo4N SCALE: 114" = I'_011 REMOVE ALL WALL FINISHES, EXISTING ELECTRICAL WIRING, AND ALL PLUMBING DRAWN BY: JF INSTALL NEW INSULATION, S H E ETRO C K 8/9/2016 AND MECHANICALS AS REQUIRED. SCALE: SEE PLAN INSULATION TO BE AS FOLLOWS: CEILINGS = R38 SHEET NO: WALLS= R13 FLOORS OVER COLD SPACES = R19 D V) z O LLJ �---• A 0 0 < 9 W z 0 O c H w PATIO V) ~ w0 0 DN ATTIC D EX. BEDROOM DN EX. ATTIC EX. BEDROOM C� W W 1 Z EX. BEDROOM cqcoZLo Z T � C.0DN < 00 `o Zpp = � F I 0 ci � � 0 (o 3f R[) FLOOf R fi'LAN LLU) SCALE: 114" = 1'-0" 0 9e 1� 1�a w ��, 4d�e,• Ste• DRAWN BY: IF 8/9/2016 SCALE: SEE PLAN SHEET NO: ALL WALL FINISHED TO REMAIN D 0 0 Vol z 0 LLJ I4 �--• A O O 9 W EXIST. - - - Z Z - - - - O C/) E--q W W EXIST. z W O 0 RAI L I N O O D 5/4 DECKING OVER 5/4 DECKING OVER EXIST. 2X ACQ SLEEPERS 2X ACQ SLEEPERS — ' - — 2X8 @16"OC (TAPERED) SKYLIGHT 2X10 @16"OC (TAPERED) EXI ST. (3) 1-3/4X9-1/2!7;1 EPDM OVER ML (3) 2X10 3/4 AC SHTG. GIRDER POST POST 6X6 ACQ p COLUMN `- RAILING O • M � ,/4" SUBFLOOR 3/4" SUBFLOOR W 2X8 Fj @16"OC 2X8 F•J @16"OC I EX FJ a ; - NEW CONC. SLAB ° • a REPLACE EX. a -"[I- OVER° I. I', COMPACTED FILL Lo STEEL DECK o ° a i ° z Cfl z SLAB a ° M - !I ° 12 dia. __ Ir- Cfl _-_. . _ CONC. ff - -- (j (� .;- ° = EX. STONE - (j 1I -T1 -ff ° N _.--. FO U N DAT O N O a o D D ACLLo U I - °° o a .� - ?'W u O I PIER '^ ° i i T Tf 1 Ti _fi(1't- 1T - 1( 7[{—IIIl—IIINIII-1I! l ° ° • C.1/ e a a ° ° p ° , EX. STONE ° STEEL STEEL ° ,° m I ti FOUNDATION EXISTING COLUMN COLUMN PERIMETER °° °e a • a O °° a a FOUNDATION FTG FOR ° '° ° a ° °e o EXISTING _ � FOUNDATION � � '0nn � STAIR (TYP) c>. D D ° 4'° ° W vJ D • 24"X24"X12" LL a o • a CONC. FTG, o O D o D EX. S LAB ° • �� (/\, _ SECTION _A e SECTION C C • e e° e e SCALE: 3/8" = V-O" ° 4 SCALE: 3/8" = V-O" - 36"X36"X12" FTG. 36"X36"X12" FTG. rn ° D ° e a • — - - — 12" FTG. 1 0FUi6 y DRAWN BY: IF � `�5 8 SECTION 5 � 8/9/2016 SCALE: 3/8" = V-O" s ' o U SCALE: SEE PLAN X51 t SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USI=' METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, V) KING STUDS \ z o RAFTERO ENDWALL CRIPPLE STUD WALL STUD u BOTTOM PLATE u RIDGE LEDGER BATHTUB o o HEADER DOUBLE JOIST SIDEWALL JACK STUDS RAFTERcz FLOOR USP NUMBER DESCRIPTION APPLICATION W 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT A O CONNECT TO 1 SIDE OF ALL CORNERS ONLOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 O 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( )JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD j ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC < z z P4 w WALL STUD THROUGH-ROOF EXHAUST O VENTS SELECTED AND cn LOCATED BY CONTRACTOR Z Z METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL V) 11•.��II w RIM BOARD RAFTER RAFTER AS REQUIRED a/ SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN W O SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING O - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. �,'� THE SPACE VENTILATED. ALL OPENINGS CONTIN. SCREENED VENT 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- l CONTIN. SOFFIT/EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH .� ' FLASHING TO FORM CHANNEL OPENINGS OF 1/4 INCH IN DIMENSION. SOFFITED EAVE Q INSTALL 4'0"O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION 8"- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. ACTION 14"- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / 8"- 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,� ,' KEEP ROOFING NAILS OUT 2ND. FLOOR WALLOF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES - PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE 811- 16- MSTA48 1-1/4"x48" 16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE IF ABLE.TO ALLOW SET FIR OOR SHRINKAGE. 6 REDUCE BUMP OUTISTS APROX. 1/2" HIGHER THAN LVL S ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF W DBL. SILL PLATE W TERMITE SHIELD - ' ' I �— SUBFLOOR , z SILL GASKET : ' ' WOOD JOISTS NEOPRENE - I Z Z Ln CONC. SLAB -- TYP. CONC. FOUNDATION ,` GASKET - �� ; 2x6 /2x8 CONTINUOUS WOOD PLATE r .. DAMPPROOF EXTERIOR 6 MIL. POLY v, �` , � ,- GRANULAR FILL ` � --- i BOLTED t0 STEELBEAM WITH � W � � CV EMIL POLY ON EXTERIOR STEEL COLUMN ; p �` I 1/2 DIA. BOLTS 48 o.c. STAG. _J X J Iln A ROOF JACK �` . O O (o L CONC.SLAB 'p `_ \� `� � STEEL BEAM Z m db u n n COMPACT FILL 8o �` I 4 x 1/4 x 8 STEEL O > TOP AND BOTTOM PLATE KEYWAY FOOTING o v ROOFING LAPS ° a �a FLASHING AT � WITH 1/2" x 6" ANCHOR BOLT �'^ M A ° C'p p CONC. FTG. p Q p G o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP I/2" CzROUt vJ O o ANCHOR BOLT CONNECTION o e 0 o e. (USP LBP'S58 OR BP583) `� W (n p t-\ REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOL ---'- I � I 3" STEEL COLUMN (,j_ DRAIN TILE p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS -- ' - l 10 KIPS O SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION LL. SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL � TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL CONC.SLAB II �- SUBFLOOR 6X6 10/10 WWM GARAGE_ I I DOOR FRAME COMPACT FILL � DOOR USE 2X9 � JOIST ( I FOR BLOCKOUT STEEL BEAM DRAWN BY: JF 4" SLAB _ P.T. PLATE W/ 6X6 WMM SLOPE < 4 DRIVEWAY—® W TH A NAI INC PLATE IF NEEDED NOTCH JOIST AND ADJUST HEIGHT �� ��N /9/2016 1/2"AIR SPACE < 0 2� e °,r 1/Z° ( ) �` C. 'C7 8 AT END AND q p e ° °• e ;e ea > ° X. „OR HIGHER THAN �'` X�t.�C// �C='p IDES OF WOOD STEETO BBEAM OTO ALLOW OR SHRINKAGE GRADE BEAMS �I °e e e •' _ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) _ ! SCALE: SEE PLAN 12 6X6 W.W.M. ^ 4 - ° e —' o °° p I I=11 I L==1 I L=I I E e} • o 'c ,D D i p p p , i i-iii SUBFLOOR 'p �, p �� NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -11 MIN. ���° �� ° '° e � � • a •^ REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM �1= D � ° . c REINFORCING BAR o ° -III ° pe ° o �D 111 I I OIST DRAIN TILE •I 1.2" o SHEET METAL/30#FELT UNDER BEAM AT POINT (P� �Rt �.' )r ��►a�P��. SHEET N O. P llTf=��Ti=i i f=iTi=i i i_ i i- STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK o 3.. TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °° SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR $LOCKOUT BEAM POCKET A O a 0 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE: THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, Ln 4" MAX. KING STUDS 4 DIA. MAXIMUM CLIMATIC & GEOGRAPHIC DESIGN CRITERIA0 11 RAFTER CRIPPLE STUD GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD �••�r LEDGER SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - TO HEAVY MODERATE z RAFTER JACK STUDS io M RAFTER-TO-LEDGER CONNECTION a'I LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: 0 RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. STAIR RZ,41LINCx LOCATION USP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 LS26 118ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvinized or stainless steel. 0 ROOF I LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nu s. < P4w Girders on concrete piers shall be anchored with proper steel connectors anchored 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete 0 footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Sha l En [--1 RAFTER be 3 ft.below grade. "�•VV/ Z HANDRAILS 4). Deck joists to have blocking at 8'0 o.c.. � ) hw� w �+ RAFTER a 5). Flashing shall be installed between the building and ledger.Lapping up the sheathing W and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers W0 POST and nuts at 16"o.c. TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. o TOP PLATE 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored BALUSTERS RIM/DECK JOIST OIS to girder(s). WALL STUD ° OPEN BALUSTER ATTACHED TO WALL WALL STUD ° 8).Covered Roofs shall be assembled and anchored the same manner as a typical building 9).All metal connections and fasteners in direct contact with ACQ shall have the proper HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION protective coating from the manufacture. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS ROOF SHEATHING: PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"- 12" RAFTER RT 20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD NAIL NAIL EACH RAFTER JOINT DESCRIPTION NOTES QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3. WFCM-SBC. 4" MAX. 4 DIA. MAXIMUM GIRDER/HEADER ROOF FRAMING: GIRDER/HEADERNAIL JOINT DESCRIPTION QTy SPACING NOTES 0 Z JOIST POST/COLUMN ° RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL o ° TOP PLATE 10'WALL:4-8d COMMONRAFTER M POST/COLUMN 0CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMOIN 1 JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HE:ADER 0 PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL > CK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/ KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE 6x6 SOLID COLUMN PBS66/PBSE66/ KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GI RDER/HEADER CONNECTION TO RAFTER 2-8d COMMON END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN RIM BOARD EACH END JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS TO RAFTER 2- 16d COMMON END NAIL W W W • , z ® STU WALL FRAMING: CD z '�•�• BEARING PLATE Z r GIRDERJOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING W Cfl Q N TOP PLATE TO PER ° A TOP PLATE 2- 16d COMMON FOOT FACE NAIL —� _I LO TOP PLATES AT JOINTS FACE • Q O O ° WOOD JOIST `" > INTERSECTIONS 4-16d COMMONEA.SIDE NAIL Z m = ti STUD TO 24" FACE O I— LEDGER "- STUD 2-16d COMMONO.C. NAIL — O r GIRDER/HEADER CONCRETE PIE ° " �• HEADER TO 16d COMMON 16"O.C. FACE v, M WOOD JOIST WOOD JOIST U O HEADER ALONG EDGE NAIL •: ; .11 TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END W vJ PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL LL BOTTOM PLATE TO: PER O DOUBLE 2x FLUSH JOISTS WITH HEADER/GIRDER FLOOR JOIST,BAND JOIS 2- 16d COMMO FOOT FACE NAIL N CEILIING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FOR(MINIMUM) ER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING LL LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAMLOCATION USP NUMBER DESCRIPTION APPLICATION 0– IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS ROD TO ALLOW FOR SHRINKAGE. REQUIRED (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER DECK FRAMING: FLASHING TUCKED UNDER NAIL NAIL r:, �. TOP PIECE OF SIDING AND QTY. SPACING �-I�rIA& JOINT DESCRIPTION NOTES �4' � sc,y ,1 LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE 4-8d COMMON PIECE OF SIDING BELOW THREADED ROD SILL,TOP PLATE OR GIRDER JOIST NAIL C5 1 2" DIA. LAG BOLTS W WASHERS CNW COUPLER NUT BODJOIST 2-8d COMMON ENGING CD NAIL - DRAWN BY: 1F / / s CONNECTED TO BLDG. @16"OC POSTBLOCKING EACH TOE �0 WOOD JOIST END DISTANCE TO JOIST 2-8d COMMON MINIMUM END NAIL BLOCKING TO: EACH TOE 13)S10ra 8/9/2016 SILL OR TOP PLATE 3-16d COMMONL BLOCK NAI BLOCKING LEDGER STRIP EACH FACE FLOOR FRAMING • -o o ENDINIM NCE v �?, V , TO BEAM 3-16d COMMONJOIST NAIL 2x JOISTS • .•o . •. •. 12"x12"x12" - V V SCALE. SEE PLAN JOIST ON LEDGER 3-8d COMMON PER TOE WOOD GIRDER .0� '.$� CONCRETE FOOTING > >� TO BEAM JOIST NAIL BLOCKING FOR y `- . •y `- V 3-16d COMMON JOIST HANGER � BAND JOIST PER END LAG BOLTS p , o TO JOIST JOIST NAIL SHEET N O. HOLLOW COLUMN UPLIFT BAND JOIST TO: 2-16d COMMO PER TOE NAIL RIM JOIST/ BD. o SIMPSON STRONG TIE MODEL STRR1/2 DECK POST FTG. CONNECTION SILL OR TOP PLATE FOOT SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION DECK/PORCH LEDGER CONNECTION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING O 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING Q WIND FRAMING NOTES NAILING SCHEDULE' PLAN CONTENTS: GE 4EF--.�AL 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL JOINT DESCRIPTIO NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10' WALL: 4-8d COMMO RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10 WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE PER N.Y.B. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL CURRENT SBG HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM- SBC LAP NAIL EXT. BALCONIES 60 0 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current fedoral, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM- SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL L...L� First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION p q late, 3 inch square washes shall be used with the anchor bolts. Anchor bolt NAIL NAIL QTY. SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 ly-r precautions and programs in connection with the work. There are no warranties for a bottom s O A specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 166 COMMON PER FACE NAIL EXPOSURE CATAGORY anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O 4 - 16d COMMON 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE GENERAL NOTE PAGE 9 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD TO 24" FACE Z Z or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterio attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym„ O P 9 FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS -v 9YP P HEADER 16d COMMON ALONG EDGE NAIL (SMOKE � CO2 DETECTORS ® w w such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION V) 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK BASED ON 2010 NYSECC a Ix FOUNDATION NOTES. Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: Z W O FLOOR JOIST, BAND JOIS2 - 16dCOMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING [� � 1). The General Contractor and Mason to review plans, elevations, details and notes to FOOT SEE NOTE: 1, GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD O determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN CATEGORY DEPTH TEMP. REQUIRED HAZARDS LOAD MPH ..-..� Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) . 2). All footings to rest on undisturbed (virgin) soil. (MIN. SOIL STRENGTH AT 2000psi) interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. MODERATE SLIGHT TO 11 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 130 B SEVERE 3 FT. TO HEAVY MODERATE YES 8 concrete or masonry walls occuring in exterior or unheated interior areas. ). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER4 - 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Q Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Q be Any new concrete walls being attached . existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 -8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIAT NOTES be installed with #4 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIEL BLOCKING EACH TOE 5). Unless otherwise noted all slabs on rade to be 3500 s.i.. Concrete to be 2 -8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.0 8d COMMON 6" O.C. SEE NOTES: 1,3 9 P• TO JOIST END NAIL @ @ 9 . CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS poured on 4 inch Thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs BLOCKING TO: EACH TOE �� �� ( to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 _ gd COMMON PER TOE 7). Dampproof exlerior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOENAIL the 4 foot perimeter edge zone attachments required shall be used. 2 Girders fir deck joists to be bolted to each post with washers and nuts. 2. 161. 8). Drainage as per town and N.Y.S. Residential Construction Code. )• J P SILL OR TOP PLATE � I COMMONFOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Win ), posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For AS PER TABLE 3. framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANE 8d WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTIO QTYSPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GYPSUM 7" O.C. EDGE 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fi . WALLBOARD 5d COOLERS 10" O.C . FIELE INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 W Bearing wall headers to have (2)jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. W openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: 1 z openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL NOTES (DZ openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fir to girder(s). JOINT DESCRIPTIO THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. D z and blocking wheire applicable. QTY. SPACING z 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3. 5). All flush beams/headers to be installed with heavyduty galvinized hangers and ) YP g 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall W � � N Y 9 9 PANELS WFCM - SBC be used. _1 X J anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE Q 0 0 Cfl 6d COMMON 2 . Tabulated 12 inch o.c. nails spacing assumes sheathing attached to stud framing members with p j P f g g P PLYWOOD 6 O.C. FIELD ) P 9 g 9 z ti 6 . Double u floor joists under walls that run parallel to the floor joist and under bathtu �a. All water supply, drainage and venting to be installed as per N.Y.S. Residential O m � Floors to have ceramic the installed shall be verified for proper load capacity unless not onstruction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10" O.C . FIELD O 2). Verify septic system with the Engineer for Suffolk County Health Department approval. _ 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. O � 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists FLOOR SHEATHING: NOTE: W tf under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY LL provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANEL 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 0 needed. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIEL 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. d. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloo MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier.HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) eq over subfloor as fuer manufacture's instructions. 1). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. ). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls a ontractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher ceilings and over furnace to have 518" thick type-x sheetrock. All other parts of building shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor Or_ f► to have regular 1/2" sheetrock. All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be �f fireblocked at intervals not exceeding 10 �' �� DRAWN BY: IF °c such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 12). All roof with a pitch less than 412 shall be installed with an Ice &Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ,.f � � •�.��- ,. � approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM using parallel rows of studs or staggered studs. r r �.:! 8/9/2016 PP q PP 9 2). When wall sheathing is continuous over connected - a �a torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted aces such as occur at soffits 2). At all interconnections between concealed vertical and horizontal sP to be reduced toll - 16d nail per foot. `s�r t SCALE: SEE PLAN 13). All sill platesand wood in contact with concrete to be pressure treated. Sill latest03). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 drop ceilings and cove ceilings. �. �( , �5�° Leh be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. ., � 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces = ®'. y under stairs shall comply with N.Y.S. Residential Code. SHEET NO: 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. Q