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Home My WebLink About45228-Z �oS�Ff°l Town of Southold 7/26/2022 a P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43287 Date: 7/26/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5805 Main Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-7-5.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/10/2020 pursuant to which Building Permit No. 45228 dated 9/21/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including covered stoop and"as built"recreational room,to existing single-family dwelling as applied for. The certificate is issued to Earl,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45228 1/21/2021 PLUMBERS CERTIFICATION DATED 7/1/2022 Jofth Tuome Othlp®riSigLture 71'.--,_of TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 5� SOUTHOLD, NY 1 y 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#: 45228 Date: 9/21/2020 Permission is hereby granted to: Earl, William 5805 Main Bayview Rd Southold, NY 11971 To: construct additions/alterations and to legalize "as built" recreational room to existing single-family dwelling as applied for with flood permit. Additional certification may be required. At premises located at: 5805 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-7-5.5 Pursuant to application dated 8/10/2020 and approved by the Building Inspector. To expire on 3/23/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $766.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $480.00 CO -ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $1,396.00 u nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical-installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. _b I-7 New Construction: Old or Pre-existing Building: (check one) MM'' ' Location of Property: 5S 0 M01A Raaf ul� A. cs�Wio)d House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block '7 Lot . Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ AprAcant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, 01) f jAM till residing at (Print property owner's name) (Mailing Address) c do hereby authorize AMI'Architecture (Agent) to apply on my behalf to the Southold Building Department. g' 2�2b (Owner's Si ature) (Da e) l/ ' (Print Owner's Name) d OF SOUryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(a�town.southold.ny.us Southold,NY 11971-0959 Owl BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: William Earl Address: 5805 Main Bayview Rd city:Southold st: NY zip: 11971 Building Permit#: 45228 section: 78 Block: 7 Lot: 5.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: TBEST ELECTRIC License No: 49446ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 33 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 18 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights $' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2Q 4'LED Exit Fixtures 11 Pump Other Equipment: DW, (2) Fridges, Mini Fridge, Hood, Gas Oven, Micro, Notes: First Floor Renovation Inspector Signature: �� Date: January 21, 2021 S. Devlin-Cert Electrical Compliance Form.xls of sot�ry. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Yq BUILDING DEPARTMENT J U L 1 8 909 3DU TOWN OF SOUTHOLD BUILDING DEPT. TOWN OF SOUTHOLD 1 1 CE_RTIFIC-AT-IO-N Date: ..: . . 12, 1 Building Permit No. Owner: - (Please print) i Plumber: -. __�S e __ �/Z lease print) V P1Ulm 6 J ; I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I 4 f k - (Plumbers Signature) - --- lSworn to before me this ST day of TLt , 20 2-2— } Notary Public, .D. 1K Count f t JO,'-IN P LICCIARDO NOTARY PUBLIC-STATE OF NEW YOP,�< No. 01L16259018 ti Qualified. in Suffolk County MY Commission Expires April O2�2p SOF SOGTy # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 : INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ =] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM RKS: 4e, 6;00�10', Ruw6w DATE d Y4v 0>0 INSPECTOR 5805 pF S0//THp6 f l" 14�/`� I 1�-w� _ # # TOWN OF SOUTHOLD BUILDING DEPT. • ao 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. A ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY" [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION rlELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS: _tAn Sa lc, DATE 1 6 l Z /24 INSPECTOR a0F S0l/ly how 06 # # TOWN OF SOUTHOLD BUILDING DEPT. `yinurm ' 765-1802 INSPECTI N [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [" ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (cl a% U 1� ckmm w D r �t,-A I 4�/ �, qw- DATE ® a - INSPECTOR I%f so # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- _ [\X ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ` ] PRE C/O REMARKS: t JAI DATE / Zl INSPECTOR c_ OF SOUjy� tt h� l0 * TOWWOF SOUTHOLD BUILDING 'DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ `] FRAMING /STRAPPING INAL ��,,k,p�, C sr [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION `Y [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0Pnz ' 6*60 1620-k so - 3kvom/bw:r IF , At !�& 4 Y F4 on- DATE Hyl INSPECTOR L q SOUIyo --- # # TOWN OF SOUTHOLD BUILDING DEPT. Ty�OUNiV,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE ��10 INSPECTOR r rr • � • • � ® rr � � S �� .� - � ► W: � � X90, .� .. � o . FOUNDAtION(IST) . ROUGH FRAMINGA PLUMBING ilk / w►��r,1!►•'�i�!�T,7►,��;w�o+,►•,�►r� � Fes ' _ �1�'� ►� • Rv�-'��i�, ,:�' WIN FRAME.4r- `a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION-CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,'NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. (J Check' Septic Form N.Y.S:B.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form v Contact: Approved 20 Mail to:.)0:2q KICl L U I I I Disapproved a/c i taw el , Nv II f'8 Phone:�� O0 V) Expiration 20 D Lpp►�D�lC t DD " Bui ll ng spector- A U G 1 0 2020 APPLICATION'FOR BUILDING PERMIT UIJLDING DEPT. Date S I' , 20 s INSTRUCTIONS TOY _�,� , f,tT.rHOLD A.This application MUST be completely filled in by typewriier or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. I . b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit' d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit,shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County;New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit' authorized inspectors on premises and in building for necessary inspections. p I '!p (Signature of applicant 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 , Q F—l l ' (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 prop ed work will be d Sos L/ie J MC4 House Number. Street Hamlet �vE4'sw�o-- Ya,ac��;atgvs�E� �r?'.9^,.41 t5!-S r.6ilt7�:y County Tax Map No. 1000 Section �� Block .. .. e9a Lot , Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occ}f ancy o ro ore constru tion: a. Existing use and occupancy -Q (� , b. Intended use and occupancy Pl tv) (&VIA iqI(� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 3 7. Dimensions of existing structures, if any: Front_7S_ j S_ Rear Depth -I Height Number of Stories Dimensions of sa a structure with alterations or additions: Front Rear `"S Depth 1 Height Number of Stories 8. Dimensions of entire new construction:Front Rear L ' Depth Height Number of Stories G � 9. Size of lot: Front ' Rear -L—Depth Depth 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NOX 13. Will lot be re-graded?YES NOX Will excess fill be removed from premises?YES NOx- 14.Names of Owner of premises-W 01 R M J (�Address Phone No. Name of Architect 6V1j WNW Address IM -h'A,nnjl ville PdPhone 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 MAY4 JZEQUIRED. 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 NQ_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SUf-61 K) being duly sworn,deposes and says that(s)he is the applicant '--(Na&i6 of individual signing contract)above named, (S)He is the9 / (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn tq before me this 77t�day of U S 20.q© AhrARftVAWNft al Notary Public wmwdw �V ignature of Applicant QuW f$d In&ldl*Cwxky Glenn Goldsmith,President �0F so(/�g, Town Hall Annex A.Nicholas Krupski,Vice President ,`®� ®�® 54375 Route 25 Eric Sepenoski ,rz P.O.Box 1179 Liz Gillooly Southold,New York 11971 CA Elizabeth Peeples © Telephone(631) 765-1892 c4UFax(631) 765-6641 N�f,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10163A Date of Receipt of Application: June 2, 2022 Applicant: William J. Earl SCTM#: 1000-78-7-5.5 Project Location: 5805 Main Bayview Road, Southold Date of Resolution/issuance: June 15, 2022 Date of Expiration: June 15, 2024 Reviewed by: Elizabeth Peeples, Trustee Project Description: As-built building addition for fireplace-15 SF (6.3 x 2.4) and covered stoop-40.7 SF (9.7 x 4.2). Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by AMP Architecture LLC., received on June 2, 2022, and stamped approved on June 15, 2022. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President �!%3V sou Town Hall Annex '-�•� A. Nicholas Krupski,Vice President �® ®�® 54375 Route 25p.0. Box 1179 Eric Sepenoski d' B Southold, New York 11971 Liz Gillooly Elizabeth Peeples � ® � Telephone(631) 765-1892 Fax(631) 765-6641 eou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1931C Date: June 15, 2022 THIS CERTIFIES that existing building addition for fireplace-15 SF(6.3 x 2.4)and covered stoop- 40.7 SF (9.7 x 4.2); At 5805 Main Bayview Road, Southold Suffolk County Tax Map#1000-78-7-5.5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 2, 2022 pursuant to which Trustees Administrative Permit#10163A Dated April 14, 2021,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for existing building addition for fireplace-15 SF(6.3 x 2.4)and covered stoop-40.7 SF(9.7 x 4.2)•. The certificate is issued to William J. Earl owner of the aforesaid property. <t 1%1�- - Authori ed Signature _ ® �� `'S1�FEQC ter' BUILDING DEPARTMENT- Electrica pector TOWN OF SOUTHOLD 0 C I 2 1 2020 Town Hall Annex - 54375 Main Road - PO Box 1179 013 t` Southold, New York 11971-0959 BUMDpT _T. DEr Telephone (631) 765-1802 - FAX (631)-.65f95QRj;r OLD rogerrOsoutholdtownnv.aov - sea nd P-southoldtown ny-gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) _ Date: Company Name: T CS`T (_�� Name: License No.: Nl y Ct q4(0 email: Wpp, Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: f=CZL r Address: CL 1 a ts So U—ITILC1 LA Cross Street: Phone No.: - Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) �ccLO\,�-Flo a K'►7LW_(0 1 conk, bed • ITh - Circle All That Apply: Is job ready for inspection?: ough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: .A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead #Underground Laterals 1 2 H Frame Pole ' Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs D BUILDING DEPARTMENT- Electrica pector TOWN OF SOUTHOLD OCT 2 1" 2020 - Town Hall Annex 54375 Main Road - PO Sox 1179 - Southold, New York 11971-0959 BUMDINd Duh. Telephone (631) 765-1802 - FAX (631)1'ffl5ftQq fj- 0LD . roaercCc�southoldtownnv.gov— seandAsoutholdtowany.gov APP:LCCATON FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �Q Company Name: Name: License No.: �Cacow email: Address:_,_ __. _ '-_ �- T _e__i_ . ... . - _ Phone No:: `� �3 - ..:... (All nformation equire . — - a.r Name: ..... :.....: . . .. :.. .. Iress - i: .. .. .. ross Street: - _.. Phone.No.: - - - Bld :Permit#` •. .:email: a strict. : o: . . _ lock: ' BRIEF-DESCRIPTION OF:WO.RK Please Print Clearl - es _ - - Circte All That Apply:. . is job ready for inspection?: ough In . Final Do you need a Temp Certificate?: YES NO Issued On_ :Temp Informatior>i: (AII information required) Size::._:.- ; A #Meters..__......_. . ..Old Meter#, . New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground_Overhead Underground Laterals 1 2 H Frame Pole Work done:on"Service? Y. N :Additional lnforrriationo': P_ MENT_6UI5VtTH 'PLLCA 6 . X SO rp Request for inspection Formals PERMIT# Address: Switches utl O ets ;. ,_1 w" r d . . 3FCs. - Surface �, Sconces HH's DG Lts (, - Fans -Fge ::,...:. . HW Exhaust Oven -- -- --- --- ---Dryer Smokes :.DW Service - :Carbon -Micro generator , Combo .t :.. .. Co"oktop Transfer .. -AC----"---�---=------=--= ----AH-- ------:----------------------=-------Mini-- - -- -- ----- ----------------- Special: : . .... Comments: Scott A. Russell nsUFFQ Ir�G STO>RMWA\T]ER SUPERVISOR AM 1 A NA,G]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 C� 53095 Main Road-SOUTHOLD,NEW YORK 11971r Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS ]PROJECT SOLVE ANY OF THE )FOLLOWING: Yes NO (CHECK ALL THAT APPLY) ❑b A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material ( within any parcel or any contiguous area. 1 ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 1. j 100 feet of horizontal distance. it ( ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. � E10 E. Site preparation within the one floodplain as depicted ) on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square I feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes ! in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. ' APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) 1 S.C.T.M. 'k: 1000 ate. JQ District NAME: AMP PrChlLe�C 2 11 '575 District Mo i Section Block Lot f � coo V�,/� �� **FOR BUILDING DEPARTMENT USE ONLY**** Contact Information o I 14 r 01 ll/ 1 1 �i Reviewed By: j - - — — — — — — — — — — — — — — Date Property Address/Location of Construction Work: — — — — — — — _ — — — _ — — — i �^�y Approved for processing Building Permit. { ! �Jam`1 {; ❑ Stormwater Management Control Plan Not Required. i1 l4� IIJ I Stormwater Management Control Plan is Required. ® (Forward to Engineering Department for Review.) FORM 41 SMCP-TOS MAY 2014 Town Hall Annex �+>, y Telephone(631)765-1802 54375 Main Road ® Fax(631)765-9502 P.O.Box 1179 07. , Southold, NY 11971-0959 A • t t BUILDING DEPARTMENT NOTICE OF UTILIZATION OF-TRUSS TYPE MNSTRUCTION.PRE-ENGINEERED'_ WOOD CONSTRUCTION-AND/OR TIMBER CONSTRUCTION -- Y Date:'_ Q� Owner: �1 iftCad Location of Property: - - a V/G d �l9 Please take notice that the (check applicable line): New commercial or residential.structure l� Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:.' Name (person submitting this form):__ Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/112015 ARCHrrECrURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95'h St,C9,Brooklyn,NY 11209 ttc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 September 19,2020 Earl Residence 5805 Main Bayview Rd, Southold, NY 11971 To Whom It May Concern, This letter contains a substantial improvement calculation for 5805 Main Bayview Rd,Southold.The cost of improvement project has been determined by a professional construction estimator.The market value of the building is based on the 2020 Final Assessment Roll. 'C64;oF amprovemunt fro=' t- >:&IJ ipeicent. ilrk-et- iated,the biaig. $196,874.77 (Cost of improvement project)/$681,817.97(Market value of the building) =0.29*100=29% The cost of the project does not exceed 50 percent of the building's value,so the proposed construction is not a substantial improvement as per FEMA& NYS Code regulations. Sincerely, Anthony Por ' RA D A A3740b �0 Fofi N�� ARCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95`^St,C9,Brooklyn,NY 11209 uC Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 E C E FEB G 9 7fi�? BUILDING DEPT. T January 26, 2022 OWN OF SOUTHOLD Town of Southold P.O. Box 1179 Southold NY 11971 RE: Earl Residence 5805 Main Bayview Rd Southold NY To Whom It May Concern, I am requesting a 6 month extension for Building Permit 45228. Please contact our office if you have any questions. Thank you, Jess Magee AMP Architecture Untitled Map Legend Write a description for your map. �_. 36103C / 36103C / 36103C 5805 Main Bayview Rd Feature 1 �'• �>A A ". w'. M i go-. a WN i wn We. i. O d 90 ft 51TE PLAN HATCH KEY: 51TE LAYOUT NOTES: I. THI5 IS AN ARCHITECT'S 51TE PLAN 8 IS 0- PROPOSED BUILDING ADDITION SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION '• OPOSED AGGE550fiZY STRUCTURE REPRESENTED ON THI5 51TE PLAN 15 TO THE h O PR 1 w t�� W ARCHITECT'5 BEST OF KNOWLEDGE. u. PROPOSED 2ND STORY 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED 09/26/201,5 AND x PREPARED BY: \ BARRETT BONAGGI 8 VAN WEELE, PG J 175A COMMERCE DRIVE �- HAUPPAUGE, NY 11755 TELEPHONE: (631) 435 1111 O _ F A 5 E <E),00' : 0 � �� •00 PROJECT LOCATION & SCOPE 0 FROFOSED 35 50�. Ft. ,ADDITION s NEW COVERED STOOP C� FRONT SITE PLAN & ZONING DATA = — 0 0 S E G R E E <^� ENTRY. INTERIOR RENOVATION @ FIRST AND SECOND FLOORS. Q o 55000615- "E AFF ROXIMATELY 10% OF EXTERIOR NALLS TO 8E REPLACED GENERAL NOTES w 16.411 ENERGY TABLE 00 STRUCTURAL DESIGN CHARTS Z C) / PROJECT / ZON I N6 DATA # HOLDOWN, ANCHOR BOLT, f Z � O / I r TAX MAP loo0 78 7-5.5 �t 'N r-- - "- - STRAPPING, & NAILING DETAILS Q Z `-� / I— ZONING DISTRICT R-40 CONFORMING FASTENING SCHEDULE w w CD _ 1 _ 111113� LOT AREA 4.4 ACRE5 — N = Ln 0-004.00 FRAMING GRAPHICS O Q / fn N CERT F 1:'ATE OF OCCUPANCY Z-1,5464 10/16/89 VA —j O EXIST. FRAME DECK �m d r BEAM CONNECTION PATTERNS %/ �_ (() f(1 LLl II CERTIFICATE OF OCCUPANCY z-21565 o7/oa/05 FIREBLOCKING DETAILS - I: In o ` --- — - - -- — - o Lo m FEMA FLOOD ZONE SHADED X AE (EL 6) ® I I • F- - PROPOSED DEMOLITION PLANS w I((� m WETLANDS DISTRICT No PERMIT # H U EXIST. 2 STORY 10 _ FRAME HOUSE O// f(1 DEG DISTRICT NO PERMIT # ! U J a.b s OARAO E \• HABITABLE SPACE EXISTING FROP05ED a PROPOSED BASEMENT PLAN �n \ BASEMENT AREA O S.F. O S.F. `:. N o FLOOR ADDI57 TION T ON , FIRST FLOOR AREA 1,976.2 S.F. 1,976.2 S -- -- F --- - ---- - - I MO PROPOSED 5 F j �s. 102 .00 � PROPOSED FIRST FLOOR PLAN .. D SEED h'ALK COVERED STOOP �`'� SECCND FLOOR AREA EXIST. TOTAL BEDROOM COUNT 4 4 OR VEL / DRI�iEWAY / PROPOSED SECOND FLOOR PLAN / LOT GOVERAOE DESCRIPTION (FOOTPRINT) AREA % LOT COVERAGE I-- O ! �— TOTAL LOT AREA 193,480.0 S.F. "�O .00 PROPOSED EXTERIOR ELEVATIONS EX1571NO BUILDING 2,066.7 S.F. 1.1% m EXISTING DECK 543.9 S.F. 0.390 - -- --____--- L� /� l� I �j PLAN 1�� 1 EXISTING 5TOOP5 80.0 S.F. 0.04% A202 •(,)0 PROPOSED EXTERIOR ELEVATIONS I- AF,T I A,L " 1 TF I- J.�A � �j I PROPOSED BUILDING ADDITION 35.0 S.F. 0.0290 SCALE: I'-O" = 20'-0" PROPOSED COVERED STOOP '70.0 S.F. 0.04% mac/ �• TOTAL AF'EA OF ALL STRUCTURES 2795.6 S.F. 1.490 DWV/ WATER SUPPLY RISER o' Y I - **MAXIMUM LOT COVERAGE ALLOWED - 20% GAS RISER o / I REG2UtRED SETBACKS -'MAIN BUILDING / 1 REQUIRED EXIST. PROPOSED COMPLIES z FRONT YARD 50.0' 90.1' 87.6' YES o ' APP�Rt 90 ED AS ��0 ED SIDE YARD 15.0' 43.2' 43.2' YES DATE: 02 LU iBOTH SIDE YARDS 55.01 324.9' 324.9' YES FEE: r BY: c NOTIFYBUILDING g81AMNTO D4 PM FOR E o /�/ I REAR YA1 rD 50.0 51.,5 51.8 YES 765-1802 Q =OLLOWING INSPECTIONS:FOR THE PLUMBER CERTIFI ' FOUNDATION - TWO REQUIRED ON LEAD CONTE p�'3ECT: - FOR POURED CONCRETE CERTIFICATE OF OC UPANCY ROUGH - FRAMING & PLUMBING ' O INS'-ELATION SOLDER USED IN CATER EARL �� / (() FI JAL - CONSTRUCTION MUST SUPiPLYSYSTEM NNOT Ion BE COMPLETE FOR C.O. EXCEED 2/10 OF-l! LEAD. RENOVATION /�1}� '`LL CONSTRUCTION SHALL MEET THE o' l;/ i REQUIREMENTS OF THE CODES OF NEW _ YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, 5805 MAIN BAYVI EW ROAD ! ALL: SOUTHOLD NY 11971 / I COMPLY WITH ALL CODES OF ALL PLUMBING W TE. ' O q'�011� W YORK STATE & TOWN CODES &WATER LINES lv .._. AS REQUIRED AND CONDITIONS OF "150AWING TITLE: rFN51I °oo goo llW ,J , PROJECT LOCATION & SCOPE I,ANNINGBOARD SITE PLAN & ZONING DATA N1NTnUSTEES m 1 • x, i Jl1 e L:XI9T. t PRAM DCC.K .� Tfl o ., 1 E�E� 1 I E LR I R O GE: 1 INSPECTION�I P 1._ I R s. OCCUPANCY C Y 0 . CU P Y C TOR O T 28 1 1 EXIST. P" FRAME HOUSE q z.3> t 6ARA6E I ,w ds'' `*` '>!,Ey z''„ '� :,i• ,r.,i� 25 UNLAWFUL -001000 SUBJECT PROPERTY E I S n I' 1 - , , �. -v7sCERTIFICATE - U � THO PFOPOEfED 19T I 1 f, r" i, " )� I I 4 1 m Y GOVBt97 YTOOr f, f Y - C A A N pzyF^ u P , OC CU u = , F0 ; , 0 EXIST. a `.,,\ ,;-:" _ DATE: 08/06/20 JI-4--E , .�" ' GRAVEL �' 1 OF 11 r Y IVEWA l t'' O DR 7 q OrBD N aA 1 1 - - �1F Y41F Ph... °� � 3 a s WITO �. AFS' RETAIN k T l�J - � �"..� O ST '� . ORM A W T . ER RUf� B OFF 4 Yom' O r K' r a ++w X 1 1 o `r . � ., PURSUANT R SA U NT "� � ,1. � 1�':, TO CHAP 1 ,' ;,� �. TER 236 is � �.v �� 3':.. 1 I SG V V9 Y■ yip � s# O Y wCL T OF T � m H , Era WN OD CoC 1 ,y CODE, Q. m, R R I— n' 3 s 7 M. Q F sak' � 45.00 3 A" f 4 1 r'° "a z Jv 1 h- :4 - 7' r � V I p i¢ �Y f 1' k 's 000'00"N I II al _ A C 40 00 00 W NSI � p � - } {" iOn /� -- i L�. ..�:. f Required. 374, . R L U� tN 1 A I N E3 A Y I E W R 0 A D OCAT ION MAf= I�liay Be Req F N SCALE: NTS S 1 TE FLAN SCALE: I'-O" = 40'-0" NOTES $ SPEC:FI f,ATIONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS A55RE Y I A7I ONS a- 1. I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'75) UNLESS THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWI5E SPECIFIED. __ Q IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT SINDED - -- .. -- - - - T06ETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD _i K KIPS (1000 LBS) PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. 6LAS5 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER -------------------------,-------------.---._ i �� 7 Q i SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2, ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURIUDY TIONTFINDS RODUCT ORIPROGE'D�RELPROVIDES EQU VALENTNOR PROVED CLEARANCES ARE PROVIDED. BFE f BASE FLOOD ELEVATION - MANU. SPEC.'S MANUFACTURER'S SPEGIFIGATIONS W ` 8" MIN. FOUNDATION EXPOSURE. AGE THAT GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING 6LAS5 DOOR5, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED --- J GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF TH15 DOCUMENT WITHIN 18" OF FINISHED FL00R SHALL BE OF INSULATED TEMPERED 6LAS5, BLDG. BUILDING MAX. MAXIMUM -��_-. - -- - - . . I. NO WORK TO START UNTIL APPROVED' PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb% UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD UNLESS OTHERWISE NOTED. BM BEAM f MECH. MEGHANIGAL Q APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN6 STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS __ __________________ ____ 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH -----_-- __ A 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. f B.O. BOTTOM OF _- ��MIN. - IMINIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING - -- -- -_ Q EQUAL. I. IDENTIFICATION: ALL SOLID-5AWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 I -j STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ' ______ ___ _ J ' PREFABRICATED WOOD I-JOISTS, ST'RUGTURAL COMPOSITE LUMBER, -------- --------------- - --_ ------- ---.----- _ ' ENERGY CONSERVATION CONSTRUCTION CODE. -� 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL I NYC BG NEW YORK CITY BUILDING CODE � 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR &RADIN& w AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN I.I THROUGH I.B. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LAS5 DOORS, WINDOWS, OR - - --- -- - - -_-- - - --- - 6. -- DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF 6LAS5 UNIT WHEN WITHIN 6" of AN EXTERIOR SURFACE. G.J. CEILING ,JOIST O.G. ON CENTER d 4. ALL UNNOTED OR NON-VISIBLE EASEI-IENT5 ARE THE RESPONSIBILITY -- - U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, DBL. DOUBLE OCG. OCCUPANCY OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL _______ _ _ >_ 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. - -= Z DFE DESIGN FLOOD ELEVATION ��BFE PRELIMINARY BASE FLOOD ELEVATION Q 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PRO&RAM, SUCH A5 THE _ ______ ____ SHALL BE CLARIFIED WITH THE ARGHITf°GT/ENGINEER BEFORE PROCEEDING �� 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LAS5 8. MIN. HEADER TO BE (2) 2 xl0 UNLESS OTHERWI5E NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EOUIVALENT. THE DIM. DIMENSION _ ---" - ��P GONG --- - � WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. POURED CONCRETE 1. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING A&ENCY WHICH COMPLIES WI H j� �j Z . 6. NO DEVIATIONS OR CHANCES TO THE: STRUCTURAL SYSTEM SHALL BE MADE 1. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR I5 TO SUBSTITUTE WITH D.J. DECK JOISTS , PL. PLATE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P820-Qa. ------___---------____-_ -__ - - ___--_--_-_�' --------_--- Q w UNLESS APPROVED BY THE ARGHITEGT)'ENGINEER. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE - -- - f� v - 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH EA. EACH L WD. I PLYWOOD T CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HEA7HIN6 IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 110.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE J BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE:, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE51ON PRESSURE, ELEV. ELEVATION P.T. PRESSURE TREATED ..J co FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS - ----- - - -- - _ - 8. DRY WELLS AS REGUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED REGUIREMENT5. Eau IF. EQUIPMENT REG'D REQUIRED Z -------------------- ----.--- -- -------- --� WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 - Tq 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING TE WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE EXIST. EXISTING_ - I -- RISER _I rl TEMPERED 6LAS5. _. _ _,__-- -- ._ ___ �________________ -- � r'I Q NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 1 i 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE &OVERNIN& BUILDING CODE AND ANY ADDITIONAL EXT. EXTERIOR ; RM. I ROOM CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL (GLAZED EXTERIOR OLAZINO NINO PROSHALL BE SHPAO MEET THE F RE UINDBO TS DEBROF IS. LARGE F.A.I. FRESH AIR INTAKE 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE - - - - -- -1 L Q Z �"� II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA APPROVED EQUAL. EVALUATION REPORT. R.R. ROOF RAFTER N M1551LE TEST OF ASTM E11g6 AND A57M E1886 AS MODIFIED BY 2020 NYS BG -I . LL. W CD AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET FAR FLOOR AREA RATIO STL. STEEL PERM155ION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ---------- ---- --- -- 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF ANSI/DASMA 115. F.A.V. FRESH AIR VENT - - S.V. SMART PENT , Q 14. PROVIDE 'X' OR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE _ t � J Q RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FF FINISHED FLOOR TBD TO BE DETERMINED SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL - ---"---- -- - _ __ I --==-- --- - 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PACE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND FF ELEV. FIRST FLOOR ELEVATION TEMP OIL TEMPERED OLA55 W 5-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ------------__ -__-______--- -- ._". __-______-____._.,_=_----� m 14. THE CONTRACTOR SHALL KEEP PRE1,I15E5 REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF TH15 DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS F.J. FLOOR JOISTS THK. THICK = TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL __________________1 U RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LAS5 AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE "----- -------- - -- - -- BROOM GLEAN. NECESSARY. CONNECTED(WOOD TRUSS DE51ON STANDARD FOR METAL PLATE R501.2.1.2. THE TRU55 DES GN DRAWIN&5 CORROSION--RESISTANTTAND�THE ANCHORS HALL BEAPERMANENTLY INSTALLED FRGS -11 FLOOD RESISTANT CONSTRUCTION--- ELEVATION I�T O.W. TOP OF WALL SET FORTH SHALL W ` 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACES 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. ON THE BUILDING. FR. FRAME Tr ] TREAD I = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES �� U -j AND ORDINANCES. I8. AT WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL PLUMBING FRPR. FIREPROOF __ -- - TYP. _ TYPICAL __ w GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. 5U5 MEET THE PROVISIONS OF ASTM 036 5PECIFICATION FOR GYPSUM I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) -1I Q FLOOR SHALL NEVER EXCEED A I6' SPAN. WALLBOARD, ASTM 037 SPECIFICATION FOR GYPSUM LATH, OR A57M C71 C�YP. BD. GYPSUM BOARD - U.O.N. UNLESS OTHERWISE NOTED I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. _ _____-_- __ -_-_ _-_______ --- _____.._ _______-_ ,s:a THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER a ; .•� . ,,'_' _; 11. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING H.D. HOLD DOWN V.I.F. VERIFY IN FIELD `. MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF i HDR HEADER COMPLETION OF PROJECT. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ______________ _ J _ �:� ` , 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20 PER PAGE SPECIFIES P 1.7. HARDBOARD: H6 HARDSOARD SIDINGS G R APPLICATION TO 5 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION _-_-___._-__-__- --__-...--.-. ._____.________________l______ __I WITH �a `+ 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35. H ARGHITEGT/ENGINEER, AND THEIR A&Ei lT5 AND EMPLOYEES FROM AND AND AT BASE OF VERTICAL WASTE PIPES. /","' AGAINST ALL CLAIMS, DAMA&ES, LOSSES AND EXPENSES, NGLUDIN& ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD HNGR WD. ;WOOD ,,. TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: - --- -- - �- _ - - ------ - ATTORNEYS FEE5 ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF 4. USE 4" CAST IRON THROU5H FOUNDATION WALL AND PITCHED AT I/8" PER ` METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I INSUL. INSULATION ZR ZONING RESOLUTION THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) FOOT. _ __--__-- IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE CR DEATH OR TO A550R38 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL -- a, CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE INT. INTERIOR INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK 5. GENERAL TRAP AND NA57E SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: ITSELF INGLUDIN6 THE LOSS OR USE REiSULTIN& THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS I) GONSTRUGTION AND --- ----- -- ------- _--- \ ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY _ 2 -- --------- DISH WASHER........................................ WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE - KITCHEN SINK... 2" -- - -- -- -------- ---"-__--------- --- WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR .................................... „ CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY - LAVATORY..............................................2 21LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. _ °� '°� EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY - 5HONER/'TUg 2" INSULATION $ F E N E S I A T I O N R E G U I R E�E N I S BE LIABLE RECARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A . A. TRUSS JOIST McMILLIAN 1.1E MIGROLAM - TOILET........................................................3" PARTY INDEMNIFIED HEREUNDER. - LAUNDRY .................................................2" ----- T'rF I C,AL NA Ls I NO/STRAFE NO REM I RD1 ENTS FOR -_._-- _ _—_____ HOL_DOM DET LS I I /� II ^`II I /� }�I FASTENING SCHEDULE A Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER �FLs FTS SHEAR/ $ L.A7 RAL. Y� I D RESSTA �� NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W = AND ROUGH OPENING FRAMING REQUIREMENTS) J "ALL STRAPPING TO BE lV4"x 20 GAUGE** -- "SIMPSON" F-aUIVALENT - C520 (COILED STRAP) ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE *U5E IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME GONSTRUGTION MANUAL TABLE 3.1) Q HOLDONN 'A' HOLDONN 'S' FASTENER SPEC. FASTENER 0 GONNEGTION A DESCRIPTION AND QUANTITY 5PAGING NA LaINO ORO FOF UNDATIONS ry � ROOF GE I L I NO FRAM I NO 1.DIMs\ COMMON NAIL w o MIN. Ws BASED HOLES.USE OF ONLY A 16d -------- --- - -- --- ------- -- Q ENDWALL ENDWALL ° RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 67-003 PER RAFTER (3) 2x FULL (5) 2x FULL CORNER STUD AT RAFTER TO RIDGE �h 2 2.WOOD IS ASSUMED TO BE Dr,#2 d BTR. IN DRY USE --- --- ------- ------------------- }- HEIGHT STUD-, HEIGHT STUD CONNECTED TO RR V- n SERVICE Z CORNER STUD TRANSFER SHEAR CONNECTION: I CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST CONNECTED TO S.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL = TRANSFER SHEAR FOR STRAP - �� • •— •— • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP "SIMPSON" HP05 HOLDONN ANCHOR a 2-I6d COMMON 3 8 d COMMON • • • • • • • HOLES,SET NEW MEMBER. F- 2-I66 COMMON NAILS ® EA. END OF STRAP. • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED Z p NAILS ® b" O.G. LOCATIONS NOTED NAILS a b" O.G. d l / • • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON EACH LAP Q NA O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOCKED �( —10" CORNER P05T FOR ROOF SLOPES UNDER 5:12 WITH • • 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO --" -"--------"--" -" --- - ---- G.J. G.TIES CORNER P05T ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE W ° GRAPHIC BELON ,J USE 4 8 d COMMON NAILS "SIMPSON" HDOaSTRAP FOR ROOF N 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY J 00 HOEDOWNEA. END OF BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END ANCHOR a SLOPES OF ST AND GREATER. SECTION 12.4-PLACEMENT OF NAILS s SPIKES s TABLE > � O LOCATIONS NOTED a OR 4-1. -- Z (D ON PLANS ° RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END J Tq GONNEGTION BI B2 -- -- O Al RAFTER TO TOP PLATE TO STUD NALL FRAMING Q Z � GONNEGTION: HOLDONN INSTALLATION OPTIONS; • ----- --- --- ---_ _----___-_ _ J N FOR NEW P. GONG. FOUND.'s TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT LL W O FOR STRAP - 3 8 d COMMON NAILS ® �2 Ln � r"1 HOLDOWN CAST IN PLACE w/7/b"cD THREADED ROD EA. END OF STRAP: t` LO • • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE O Q FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • • sEe WHEN IN TOWN OF I5LIP OR NAILING 7) 7/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO a NOTE GEOMETRY EXCEEDS THAT PERMITTED IN • • r'I J O CONCRETE w/ "51MPSON" SET (HIGH 5TRENGTH EPDXY E31 • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL 2-I6d COMMON 24" O.C. ADHESIVE), 8 FOR TEMP.'s O°F-40°F USE "SIMPSON" AT 1SIM P50N # H2A (OR EQUAL) RAFTER TIE - -- - - -- - --" W (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADEr? (FACE-NAIL) I66 COMMON 16" O.G. ALONG EDGE5 � • FOR TOENAILING - 3 8 d COMMON NAILS __-__--_--____-------.__-__---- - - ------- FOR EXIST. / NEW G.M.U. (GONG. B :2-16dU LOCK) : TOP or BOTTOM PLATE TO STUD (END-NAIL) -Ibd COMMON PER STUD W FILL TOP 2 COURSES 50LID 4 CAST IN PLACE HOLDONN USE SAME w/7/b"� THREADED ROD CONNECTION ; FOR G.J. TO R.R. - C1 IFS d COMMON NAILS REGEUIREMENT5 FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON I2 PER FOOT ~ V RAISED G.J.'s (WHEN AT G.J. TO G.J. CONNEG71ON: ENDJOI5T, or BLOCKING (FACE-NAIL) = J APPLICABLE) FOR EA. PLATE TO 57UD ABOVE OR BELOW ------- 2 - 2 I6_d COMMON NAILS - --- HOLDONN G HOLDONN D -t -- FOR G.J. TO G.J. - Q 16 d COMMON NAILS ! FLOOR FRAMINO Q FOFOUNDATIONST FOR NEWLY POURED GONNEGTION GI G2 , -------------------------------------------------- R NEN 4 .,.. • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST FOUNDATION a ONE STORY ONLY (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END " HEIGHT STUD CORNER STUD CONNECTED TO BLOGKIPdG TO JOIST (TOE-NAIL) 2-bd COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSM IBLY 1151MPSON" HDOa (5) 2x FULLo - HOEDOWN ANCHOR 2-I6d COMMON . �i2 TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS a b" O.G. 4 HEIGHT STUD TOP PLATE (TOE-NAIL) ON PLANS C O.G. IF BLOCKED G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST NAILS ® EA. END OF STRAP � JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JO 15T FOR EA. PLATE TO STUD ABOVE s OR 2-I6d G M N o �' BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER. JOIST NAILS ■ " O.C. o BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT • ROOF SHEATH I NO STRUCTURAL PANELS: 8d COMMON 6 EDGE / 12 INTERIOR ZONE " FIELD a BLOCKING PERIMETER EDGE ZONE ad COMMON 6 EDGE / b FIELD ' a "SIMPSON" ST D14RJ CONNECTION DI s D2 SOLID HOLDONN INSTALLATION >PTIONS: EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. C ® I FOR NEW P. GONG. FC>UND.'s ' UP TO 9" RA:-"E- OVERHANG HOEDOWN CAST IN PLACE w/7/b"(P THREADED ROD AT STUD TO FLOOR A55EMB1LY TO SILL _ -- - -_ -- -- ---- --- "--_-- GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s _ ' THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATS) GONNEGTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY t7 RMIN• i GYPSUM WALLBOARD- - 5d GOOLERS� 7 EDGE / 10" FIELD ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT CORNER ° ° FOR 5`;RAP - 3 8 d COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 RE BAR • EVD OF STRAP (WRAP STRAP UNDER SILL PL.) SPECIFIED ON D I ° NALL SHEATHING FOR EXIST. / NEW G.NI.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID 4CAST IN PLACE HOEDOWN o ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - -- ---------- --__--- w/7/b"O THREADED ROD _2 _I6_ d COMMON NAILS STRUCTURAL PANELS ad COMMON (01, EDGE / 12 FIELD a � ° ------------------------------------ ---- ° ALTERNATE CONFIGURATION - ABOVE STUD TO „ GYPSUM WALLBOARD 5d COOLERS 7 EDGE / 10 FIELD Z FLOOR CONNECTION w/ # LPT4 SIMPSON (OR STRAP w/(E 8d NAILS® EA.END -- ------- ------------ - - ----- - --- NAIL I NO/DTRAFF I NO 0 N I N�OJ�I/BOOR HEAE)ER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES of Ea.STRAP To _ LLJ 2 EA.J015T-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE 51MP50N H2.5AJ — ---- -_ O NOTATION: A - NUMBER OF ad NAILS a EA. END OF STRAPPING (2018 WFGM,TABLE 51,P. 184) GONNEGTION E STRUCTURAL PANELS: B - NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOOR5) (2018 WFGM,TABLE 3.235,P. 241) '�~ 1" E LESS: 10 COMMON 6" EDGE / 12 FIELD uJ G - NUMBER OF FULL HEIGHT KING 5TUD5 a EA. SIDE OF HEADER (2015 WFGM,TABLE 3.230, P. 242; • GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD ALTERNATE A5 PER TABLE 3.25D,P. 2q3) - - ------- -- --- - _—- D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. 51DE • 1 - NAILING REOUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w D (2018 WFGM,TABLE 3.7, P. Ibq) AT STUD TO FLOOR A55EMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILIING 15 REDUCED. Q A E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 5.22F,P. 2a5) PLATE(5) GONNEGTION° � FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER 0 SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BIE DOUBLED, OR F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 5ILL(5) ® EA. SIDE G (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. IqU ° ° a ° ° a SLAB ON GRADE APPLICATION: ALTERNATE GONNEGTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. as 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT.FOR STRAP - 3 8 d COMMON NAILS ® EA. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUPlMr, 4' ON EACH as END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REGUIREMENT5 5HALL BE EARL FASTENING SCHEDULE B -�� 4. ° a F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS 9' (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) `�-� FOR EA. PLATE TO STUD ABOVE � OR BELOW - USED. "� -.� ° ° _2_ _I6_ d COMMON NAILS RENOVATION A NOTATION ROUGH A B G D E F G OPNG 5805 MAIN BAYVIEW ROAD 2'-0" 2 1 1 1 1 I S UTHOLD, NY 11971 4'-0" 4 1 2 2 2 2 SFLa I Ci I NO OF TOF FL=ATE 665LE ENDWALL BRAGIN5/5TRAPPIN0 DRAWINGTITLE: PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. V-0" 5 1 3 3 3 3 FOR RAKES 12"OR (B) - REGUIRE5 SILL PLATES OF 2x6' (MIN) TOP PLATE BLOCKING 2 HOLDOWN, ANCHOR BOLT, 7 2 3 4 4 4 SPLICE BAYS BACK ® LESS PROVIDE LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'-0" o.G. To pLOCKIIN a 12"O.C. STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B&G - FOR WIND - EXF05URES B4G HEIVE- ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM 5PLIGE"l.'` BUILDING MINIMUM SPLICE DIMEN51ON (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) TYP.STRAP w/(5) PAGE: bd NAILS EA.END 12'-0" 2'-072'-6" 12'-O" 3'-O" OF EA. STRAP I6'-O" 3'-O"/3'-q" I6'-O" 4'-O" ATTI G ANCHOR SOL T S�E� I F I SAT ONS G-003mOO 20'-0" 4'-O"/5'-0" 20'-0" 5'-O" BLOCKING 2 BAYS SPECIFICATION (2018 WFGM TABLES 5.2A 8 3.25, P. 157-160) 24'-O" 41-011/5'-O" 24'-0" b'-0" BACK a 4'-O" O.G. CORNER 3q" DATE: 08/06/20 3 OF 11 CONDITION FOR ALL STRUCTURES: %,",V ANCHOR BOLTS 0 3q" O.G. - 28'-O" 5'-O"/6'-3" 28'-O" 7'-O" ° 32'-0" 6'-O"/7-6" 32'-0" 8'-O" N SECOND FLOOR 21 1 w 36'-0" T-O"/8'-ci" 36'-0" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE • LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 401-0" V-011/101 _01140-O III-011 BLOCKING 2 BAYS I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS END W 3" SQUARE WASHERS AND END NUT SETUP; SACK ® 4'-O" O.G. CONDITION " N TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-01. 50-O 151-01, 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. ffi FILLTYP. STRAP w/(5) TOP TWO COURSES 50LID ad NAILS EA. END 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-0" 12'-O"/15'-0" 60'-0" I6'-0" OF EA. STRAP HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 0 `9 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; OR REPLACED BY HOLD DOWN5 FOR 5HEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -10'-O" 14'-O" -O'-O" Iii'-0" FIRST FLOOR PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR N. a " " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 d 12 bo'-o" I6'-o" Bo'-O" 22'-0" FROM ENDS AND CORNERS (TWO a CORNERS) 4'HALL - 1.125 F, �.• (SEE DIAGRAM TO LEFT) 10'HALL 1.25 BLOCKING 2 BAYS II'WALL--1 515 THI5 COLUMN w/MULTIPLIER 12'WBACK® 4'-O" O.G. ALL- 1.5 WALL F 4. COORDINATE w/ HOEDOWN LOCATIONS FOR 10'-O" 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMINO ORAPHICS CONTINUOUS BUILT-Uig C IRDERS 5 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT IS REG'D FOR FRAMER TO HAVE BOOK CONNECTION PATTERN SCHEDULE R BS®GK I NCS FOR l� T ORM 1�lOOD SRAM NC �- Q WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL LAWC] DETAIL ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le• WOOD I-JOISTS] SEE MEG. R ANU. SP 's FORA INFO.) D AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) dE/4 OF a6 WHEN GIRDERS MADE UP OF JOISTS NAILED W CONNECTION DESCRIPTION TOGETHER SIDE B _J Y 51DE ARE CONTINUOUS OVER j BLOGK.I NO UNDER LOAD BEARI NO WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES . MAX.32" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. Q NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)RON5 IOd NAILS a 12"O.G. >T THE SPAT; LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST IY STUD B (3)Rows IOd MAILS m 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. STUDS P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 0 SUBFLOOR (2)ROWS 1/2" m BOLT5 0 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR UG PLATFORM FRAME GONSTR. TION: THE SOLE AND DOUBLE —� SUBFLOOR G SOLE PLATE DBL.a ENDS BUILT P GIRDER MAX.32"TWO-PIECE PLATE SERVE AS FIRE5TOPPING. UP J D (2)ROWS I/2" m BOLTS• Ib"O.C. NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE F- 50LE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRE5TOPPINS. E (2)ROHS 1/2" m BOLTS a 24"O.C. 51DE WITH IOd NAILS, TWO NEAR EACH END OF 0 BETIIEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE (2)RON5 3-3/8"TRU55LOCK SCREWS a 12"Oz. 4 I/4 OF A OF I6 HORIZONTAL INCHES BETWEEN NAILS IN A HORIAL FIRESTOPPINS SHALL BE 2 INCHES of WOOD BLOCKING F � OR OF NONCOM-BUSTIBLE FILL. >' SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH - Z SCREWED ON(1)51DE OF MEMBER JOISTO ERS STAGGERED w A DISTANCE OF 32" 1 �'' "' b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O G (2)ROWS 3-3/8"TRUSSLOCK SCREWS O Ib"O.G. P A JI AND 2 INCHES OF WOOD BLOGKINS PLACED BETWEEN H (2)ROWS 3-3/8 TRU55LOCK SCREWS a 24"O.G. P _ -_ __ Z BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. E- JOIST 5GREWED ON(1)SIDE OF MEMBER — MAXIMUM OFFSET (2)ROWS 5"TRUSSLOCK 5CREw5 O 12"O.C. THREE-PIECE -- _:.1 ! '7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q Q J BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER p -_I MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. � � __I � SERVE AS FIRESTOPPINS. (2)ROWS 5"TRU55LOGK 5GREWS O I6"O.G. 4 w FIRESTOPPING AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE UNDER NON-LOAD BEARING SCREWED ON GOTH SIDE OF MEMBER 3 8. THE HEADER SERVES AS FIRE-STOPPING. J ,,t BLOCKING OTHERS STAGGERED w/ A DISTANCE OF NOT MORE I I � J PARTITIONS ® 3s. O.G. STUD (2)ROWS 5"TRUSSLOCK SCREWS O 24"O.G. BETWEEN 1/6 L 5CREwED ON BOTH SIDE OF MEMBER 4 1/4 OF THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. -- 00 DOUBLE PLATE cf. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL > C) p FOUR-PIE:E GIDER5 ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z GE I L I NO BRAG I NO NOTE: PATTERN li STRINGER TO SERVE AS FIRESTOPPING. J ci GANTI LEVERED FLOOR 1.BAN SHALL USE RS NO TNON PATTERN A'WHEN 8° SMALLER SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED _— --_ � r"i O GABLE ENDWALL FOR THE THREE-PIECE GIRDER. __ 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN B'WHEN 10"OR LARGER =- -— - Ir FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH Z z X- Q I --- APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE Z STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANGHORIIQG: 2 _____._ C / O COMBUSTIBLE MATERIAL � N OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER p GIRDERS ARE TO BE SECURELY ANCHORED TO i / I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH J GABLE END FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LL W (fl SUBFLooR SOLE PLATE 2°x4" coNTINUous MASONRY PIERS, NAILED TO WOOD POSTS OR LATERAL BRACE 0 6' O.G. TRUSS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING LO cr Tq BAND BOLTED -0 STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE I` =:) LO -015T 2) Iod NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED 0 Q G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL r I J O PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACK S OF THE INTERIOR FINISH. PLASTER CEILING ON 10)8d AILI O FATTER S FOR SIDE LOADED SEA� S ()c. FLUSH SEA� S) -LOCATIONS REGUIRUN6 FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE W AS FIRESTOPPING. NAILS FIRE- WOOD FIRESTOPPING FIRESTOPPING STOPPING FIRE- �— FASTENINO RECOMMENDATIONS FOR SIDE-LOADED, s7oPPING STING STOPPING SOLE V MULTIPLE-PIECE MEMBERS ""' W J015T * Sd COOLER NAILS® 10" 0.0. NAILED' ]L BOLTED' VERTICAL 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 3 ROWS Ibd ]ROWS K" 2 ROWS 2 ROWS Ys" ls" FIRESTOPPIN6 INC WHEN BL OGK BOLTS�24" H/(4) IOd NAILS COMMON COMMON BOLTS BOLTS 01210.0,� O 12"O.G O.G.5TA5sERED° O 12"O.G. O b"O.G. COVERING IS APPLIED I 20 a STRAP TO UNDERSIDE OF Q , STUD g TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS h GYPSUM BOARD DOUBLE PLATE- • 5d COOLER NAILS m 10° O.C. BEAM SELECTION w/ STD. NAILING o 0 0 0 " o 0 o LOCATION I LOCATION 2 LOCATION 3 (10) 8d NAIL LOCATION 4 5 ALTERNATE �.�`.. J015T SHALL BE LOCATED DIRECTLY NOTE: ENDNALL STUD AS NOTED IN NOTES 7 8 0 0 o o " o Q NO FIIRRE5T'OPrPI INS LOCATION DENOTES ALT.FOR USE OF DRYWALL SCREWS 6 c ,� SOLE OF ORDER ATE IS Y BLOCKED OVER STUDS, UNLESS TOP PL 4 m EDGE/12"® FIELD FULL SL I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD 5GREN5#6 - lY4"TYPE W OR 5 FIRESTOPPING LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" Two ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. " FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL "'"•:n ` `°''"' � INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O O O O OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12'. O O O O O O O O O '•'�� 2"SPACE NOT /� J� 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. ', TO BE FILLED �� NONCOMBUSTIBLE FIRE-STOPPING l"ITTGHMENT VALLEY ISI APPROX.I INCH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 „� BOTH SIDE OF THE MEMBER NN s \ \ b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR&"Oz.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION '7 Q STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING 1.2 ROWS OF Ibd COMMON MAILS(I2'O.GJ FOR DEPTHS 12"OR LESS Y \ FIRESTOPPING W/ \� 4 8d NAILS LOCATION 8 LOCATION q EA.END a R.R. 6.5 ROWS OF Ibd COMMON NAILS(I2'O.G)FOR DEPTHS OF 14",Ib' 4 W. LOCATION 10 I, FULL WIDTH 2X BLOCKING z O tu F- dl C,,ONSTRUC.,T 1 ON DETA I LaS lam!I ND L=OAD FA7H CONNECT 1 ON DETA I LQS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE NTERSEGTI ON DETAIL EXIST'OR NEN NEN R.R.SET w/ R.R.5ELON UPPER TOP PLATE LAPS 4 IOd ,ONTIN0005 LOWER TOE NAILS NOTED GC.`dT.BLOCKING TOP PLATE SPIKED Tv R.R.'s ALICE'!NEW 4 EX. R.R.AS SHOWN G— STUDS------ PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JO I S WOOD JO 15 ' ROOF,R.R. IN LINE GRI PPLEE STUD----- -0 BLOCX TUD--__- BLOCK I NO JO I ST HANOE HEADER GENERAL RE OU I REMENT5 FOR GENERAL REQUIREMENTS FOR _.- W INSTALLATION OF GL I NCHED NAILS INSTALLATION OF TOE-NAILS G I RDER/HEADER O WOOD O I RDER .JACK STUDS 0 MAIN MEMBER fl WOOD JOIST ST W LU i Q JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH OI RDER/HEADER TYP I GAL HEADER CONNEGTI ON I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: �DIAM.X 5 APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. Y3 THE LENGTH OF THE NAIL FROM THE MEMBER END, EARL 1. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAI&HT THROUGH AND BENT OVER A MIN. OF (3) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST RENOVATION 51X TIMES THE DIAM. OF THE NAIL RAFTER -- 3. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. 51ME OF A RAFTER OR CEILING J015T WALL STUD- WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. 51DE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR _ 5805 MAIN BAYVIEW ROAD DOUBLE JOIST � DOUBLE JOIST TOP PLATE SOUTHOLD, NY 11971 GH I M. CHASE SECURING @ STD. SIDE WALL � DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION H/ STUDS TO ATTIC FLOOR d BLWO TO R/L SIDES w/STRAPPING TO R/L SIDES) O PAGE: TOP TOP PLATE ® o WIND RES STANT GONSTRUC.,T I ON C.,ONNGTORS CHIM. CHASE WALLAp" 04z Q GONNEGTI ON LOGATI ON: PART NUMBER: NOTES: ■ 00 oetu v RIDGE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS Q Q APPLY TO EACH RAFTER DATE: �� ® RAFTER-TG-WALL H-708/06/20 � �w z 4 OF 11 ROOF o o a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER �z REQ'D BLOCKING a • PLATE-TO-WALL STUD 0520 ® 18" APP O WA TO ALIGN w/ STRAPPING w a _ LY T EACH LL STUD_ ® EA`. LEVEL IRAS°� z w APPLY TO EACH WALL STUD �E �� C ®zQ � 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 36 �- A 'fie FLOOR/GLG. ® O HEADER-TO-JAr_X STUD C520 ® I2" APPLY TO EACH JAGK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD 1t'r W1,y�u r1 SHEAR WALL HOLD70WN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END ni3 IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE ° 51DE VIEW FLAN VIEW (USE W 1 TH 5" SQUARE WASHERS) OF N 0141 � USE THE FOLLOWINO OR APPROVED SIMPSON METAL GONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I �E I VERA I0 � _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. O EXISTING TO REMAIN WHEN APPLIGABLE) J . NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q . STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G„ 5TL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL �-- P05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED Oa YJOOD FRAME (L.G. 5TL. WHEN APPL I GABLE) >- Z EXISTING STEPS TO O BE REMOVED I REFI �EX157\0 WINDOWS Q I - TO BE REMOVED LLL EXIST. DN /0 --_—_— ---- I .� -- / d' O EXISTING DOORS I J TO BE REMOVED � O Q — - I I EXISTING KITCHEN I I I Z >: 4 TO BE DEMOL SHED m Q Z C"' EXIST. I I EXIST. 1 in UP I I KITCHEN I LL W Cfl N= Lo Ti w i(v I / - , III X Imo• = Lo wm O J O NEW LIVING ROOM -- -- --}------ -- i EXISTING BATHROOM TO BE DEMOLISHED W I I I //�-�\\ EXISTING WALLS TO I L--- \ °�I/ EX15T. I BE DEMOLISHED \ / j - 1 II II I I BEDROOM U EXIST. l \ / rr O�/i L MUDROOM / \ I tX1ST. 1 € V GARAGE BATHROOM //--EXISTING DOOR(5) $ V J X --------� [ ----- ---� - �TO BE REMOVED p !LI -1-L 2 EXIST. EXISTING WALL5 TO �� Q UP BE DEMOL151-ED EXIST. EXISTING 70OR(S) / I \ EXISTING CHIMNEY TO HALLW hY TC n_ ^.- \\ BE DEMOLISHED N win ; Q -------] - -- -- I �J -- ------- EXIST. ------ - 1I N I I GL. EXI5T. w n 1 I I EXIST. (I ) f i ®I * 5„ EXISTING WALL5 TO \ II I UP EXIST. DINING (12) Tr t BE DEMOLISHED \ I°" ROOM EXISTING DOOR(5) �- -- .------ -- TO BE REMOVED EXIST. -I1 EXISTING DOORS \ OFFICE TC BE REMOVED \ (3)EXI5T. I (2)EXIST. 2'8"WX41511H D.H. I 3'O"WX4'S"H D.H. EXISTING ENTR„. TO BE DEMOLISHED I I DEMOLITION NOTE: CONTRACTOR SHALL PROVIDE SUPPORT TO ANY STRUCTURAL MEMBERS AFFECTED BY SCOPE OF WORK PRIOR TO THE I 1 COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. I I PROPOSED FIRST FLOOR DEMOLITION PLAN I I EXISTING STOOP I 1 SCALE: 1/4" = 1'-0" TO BE DEMOLISHED Z W I I g I-- - --- - - - - - - - - O U Lu> m EXIST. Q 3'4"WX4'4"H D.H. o (2)EXIST. EXISTING BATHROOM EXIST. EX 5 INC BATHROOM PROJECT: (2)EXI5T. LPN . 3'O"WX4'I"H D.H. TO BE DEMOLISHED '4"WX3T'H D.H. TC BE DE\"OLISHED 3'O"WX4T'H D.H.- -- _------ _ \ EARL RENOVATION I EXI5T. -��ul ---- --� EXISTING DOOR TO BATHROOM BE IIrpt �I BE REMOVED EXISTING, LFT- BE EXIST. BE - - - - - BATHROOM (SO 5805 MAIN BAYVIEW ROAD _____ ` J -ol BEI DEM° `SHED T° SOUTHOLD, NY 11971 .Ji '1I EXIST. �L�, 'n1 BEDROOM /� - - --1 i_ . _- -_ -. III! DRAWING TITLE: - - F- --------------, EXIST. EXIST. 1 _� j = ::-_ . ' BEDROOM PROPOSED DEMOLITION PLANS RECREATION lil d \ ROOM \\� WALK-IN \ GL. \ I _ _ Y Q I I K I = PAGE: EXIST. EXIST. EXI5T. GL. L. HALLWAY L _ _ �I 0 EXIST. --- w to A-101moo IMIN EXISTING CL - ---05ET TO 1 I f – I BE DEMOLISHED I I EXIST. - --- -- I I I GL I ------ ---- DATE: 08/06/20 5 OF 11 II (I ) R ® 7. yBEI DEMOLISHEDH TO EXIT. EXI5T. (I ) T ® t BEDROOM I I _ -- - ii EXIST. �� c�` EXI5T.� WALK-IN ��. {�M po A (5)EXIST. 4'5"H D.H. EXIST. OPEN TO BELOW .l ka `9 it`Yh f (2)EX15T. (2)EXI5T. (2)EXIST. IN FROPOSED 5EG01[D FLOOR DEMOL 1 TI ON PLAN 3'O"WX4'I"H D.H. 3'O"WX4TH D.H. 3'O"WX4T'H D.H. SCALE: 1/4" = 1'-0" (5 E I V,E RA L 5)"00'1 vI50 L E"%r : PROVIDE 3" (MIN.) GONG. COVER CL OF ALL REBAR WITHIN P. GONG. Q FOUND. WALLS d P. GONG. FTG'S. PROVIDE STRAPPING d NAILING NEW PARTIAL HEIGHT PER CONNECTION ' IN EXISTING TO BE DEMOLISHED WOOD "T b O OOD FRAME (L.G. 5TL. "TYPICAL NAILING/STRAPPING 8"x8" P.T. POST W �-� WHEN APPLICABLE) PROVIDE INSULATION REOUIREMENTS FOR UPLIFT, ATTACHED SIMP50N A UITH SSZ BASE W r 1 EXISTING TO REMAIN BETWEEN8 CAVITIES SHEAR, LATERAL RESISTANCE" PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. CONNECTOR INSTALL NEW WOOD FRAME (L.G. NEW FOUNDATION WALL PER MAN. SPECS(WHEN APPLICABLE) NOTE: Q , STL. WHEN APPLICABLE) I. IF FINISH MASONRY USED (SUCH AS FLOOR 5Y5TEM AS NEW (2) 2"xb" P.T. SILL PLATES NEW "SIMPSON" BLUESTONE) - MASON TO ADJUST NOTED ON PLAN HGHT OF LANDING A5 REO'D TO 4" P.GONG.SLAB O NEW I-HR FIRE RATED ® MIN. (2) 2x4 STRUCTURAL UPON SILL SEAL UPON COPPER -5 ABA66 POST ACCOUNT FOR FIN15H MASONRY W bxb 10/10 WWM J WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS TERMITE SHIELD BASE I" UPON COMPACTED �) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL TOP OF DECK;NEW 4" -1 POST FOR 6 WALLS), U.O.N. 2. ALL t' 8, AHA9URROY DSLDAN�BE PITCHED (TYP.) FILL W " NEW 5/8 Q HOOKED ANCHOR POURED GONG. SLAB I I W NEW 2-HR FIRE RATED BOLTS ® 3q" O.G. w/ 3" SOUARE ,. O 'p•' �' ,< •. . a - •I `" 3. FOR SLABS ABUTTING FRAMING, INSTALL REBAR BENT TO °a a% • ,° - WASHER B ENDNUT . w d w a , / _ - - Q. WOOD FRAME (L.G. 5TL. ____ ` a ••I, I.'• •• COPPER FLASHING FROM 12" ABOVE AND SLAB AS SHOWN �' �.-- —_� 4 p , /��_--tee_---• ti✓ a k ADJACENT TO SLAB, BED ALL FLASHING /\/\/\/ WHEN APPLICABLE y IN ASPHALTIC MASTIC • y \ \ \ Z Z 6 ML. POLY ® .c.L ao w q • /�; / \\�\\��\j\\j �ryv = FOUNDATION PLAN NOTES MOISTURE RETARDER I y w 4, GRAVEL SAS A E a GRADE (1) #4 REBAR ® EA. Q Q ! 5TEP; 3' GVR ® ENDS L • \ \ \ \ \ \ \ TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: #4 HOOKED VERT. I I I I I _ .a w -. O • (2) 2"xb" P.T. SILL PLATES W COPPER TERMITE SHIELD REBAR ® 48" O.G. d SILL SEAL J 00 a A . �� \// /\/\/\//\/�// _Z (D • ANCHOR BOLTS A5 PER PAGE G-003 ;II - —�-- w a i� \\ \\ \ \\ \ \ \ \ \ 'CI' • P. GONG. FOUND. WALL AS PER DETAIL UPON a I a.. -� � _ 10 i� / / / // // // • P. GONG. FOOT!N5 AS PER DETAIL a II <.' I I I I + • ASPHALTIC MASTIC DAMP PR TO EXTERIOR II. PROV. GLEAN .� a" MIN• ii /\\/\\/ �GOMPAGTED /\ • S.O. FOOTING 3'-0" BELOW GRg17E MIN. I! *- COMPACT FILL I ----- - d ��i /\/\/ / FILL / • I/2' EXPANSION JOINT ® PERIMI=TER OF SLAB (WHEN I GRADE (( i i --•.-- - d - -_ X /i \ \,\\,\\,\\!\\ \ \ \ \ \ I _ ! I I -�_ Z APPLICABLE) II — ' p �% / • AIR ENTRAIN P. GONG. FOR POIZGHES /PATIOS a a 0 2x4 KEYWAY m a ��°/g /\ #4 REBAR ) 10"�\\ \\ \ \ \ 1 a•. a 2"x4" t a / /\\/\\ \\O.G. (MIN. 3) \/\\/\\/\\/\\/\\/\/ I Q Z i 1 w . I I ( n . ii r r / /\//\//\//\//\//\//\//\//\//\//\//\//\ N STOOPS (WHEN APPLICABLE) a I v E . w 4 a .. • ° • y�i / / / / / / / / / /11 / / / LL- ..J • MA50N TO ACCOUNT FOR FINI-H STONE ON THIN SET g IF — . a , ,a , .• _ o / \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ W (fl FOR HEIGHT OF WALL 8 SLAB (WHEN APPLICABLE) 411 • ,' X _ ". . —gip_ iiia \/ /\/\/\/\/\/\/\/\/\/\/ Ln IY TA k w i GRADE ✓i ir° �,// // // // // // // // l/ /\\, // // // I` � l n P. GONG, FOUND. WALL I w °•'' '� a ® OO' OBG.R(MI� 3) \/\/ i (MIN. 4,000 PSI) p wIi \/\\NT. 11 /\\/\\/\\/\\/\\/\\/ ALL P. GONG. \NUTIz: //\\//\\// O J O / / / / / / . ,I \// \,Pe/\//\//\//\//\//\// SHALL BE / a a (1) #4 REBAR CONT. I /\/ \/\/\/\/\/\/\ 4000 P51 (MIN) \/\/\/ W d p ._ #5 BENT REBAR ® 12" o.G. /\//\//\//�//\// . (2) #4 HOR. CONT. REBAR ® I I� � X 9I • ' ��\`\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ � 2'-3 TOP, MIDDLE, 8 BOTTOM OF I•. "`z (I) #4 REBAR CONT. \ WALL (3 TOTAL) I I ____ _ i \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ W I _ - O II \// // //�// // // // // // // // // // // 1 I ! O EXTERIOR M A 5 0 N RY I7 E G< l7 E TA I L 8" THK. P. GONG. WALL \/\/\i \/\/\/\/\/\/\/\/\/\/\/\/\/\/ V w 11 i II \ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ II' I m A-102.00 „ _ ,_ „ IS" WIDEx12" DEEP // // // // // // // // // // // // // // // U J P. GONG. GOVT. FTG. N [ SCALE: 3/4 I O P. GONG. FTG. �\ \y \\ �\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ I \/\dr ✓\/ \/\/\/\ \/\/\/\ \ (MIN. 4,000 PSIJ I I - -- I (2) #5 HOR. REBAR---_ \ \/\� \ \ \ \ \//\ \ \//\ \// (3) #5 HOR. CONT. REBAR / /// 4" P. GONG. SLAB a I 1 ... s � •p- 4u - XT R I OR MASONRY 57A I R I7F-TA I L 6 MIL POLY a• �' — F� A-102.00 MOISTURE RETARDER I Y Y w 5GALE: 5/4" = I'-O° 4" GRAVEL EASEI3" 3" O EAN PR V. GL GOMPA T FILL - m=-� .� FOUNDA71 ON NALL [7ETA I L A-102.00 5r-,ALE: 3/4" = P-O" EXIST. DN - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- -- - - - - - - - - -- -- - - - -- - TF I WA5TELW LW I I I I m - - - - - - - - - I p N EXIST. 2"x10" FJ 0 Lu cv I I 0 Ib" O.G. I I IN Z w iwN � U IL x0 I EXIST. N Lii GARAGE N ® I I I I I ~ w EXIST. I o UNFINISHED I BASEMENT PROJECT: II II I z I EARL I __---� - - - - - - - - - - - - RENOVATION TANK UN I I ' 5805 MAIN BAYVIEW ROAD UP (6(I!3) RI ®; * 5„ TANK ' SOUTHOLD, NY 11971 IU Tr ® t O" p I i I I BOILER I � I A � --- --�----�---- --i----1----------- � ° _DRAWING TITLE: p O EXIST. 2"xIO" FJ ~ R,sr PROPOSED FOUNDATION PLAN x � ® 16" O.G. IwN " ® I TA DESIGN DETAILS O WELL TANK z NEW R-50 PROVIDE ACCESS INSULATION - I L - - - - - - EXIST. 2'q"WXI'I0"H D.H. N — -NEW CRAWL SPACE- Avg , PROVIDE EPDXY GALV. PINNING I' 10 2 • UAPIL Ap%, O.G. VERTICAL i GONG. WALL o I • I DATE: 08/06/20 6 OF 11 NEW 16"x8' DEEP CONT. ° —m Q POURED GONG. FOOTING IA-102 RSD A. e `Q ®I — — -- -- - -- - - - -- - - - - -f` 0 X rti 10 20 FROFOSE17 FOUNDATION PLAN I GRAPHIC SCALE 1/4"=1'-0" 1,326.2 S.F. OROSS AREA SCALE: 1/4" = P-O" ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING k STRAPPING OEI ERAL SNrM50L < N� DETAILS. i Q IND HAR NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. - - - - - l - -- . ,; EGRESS " UJI WHEN APPLICABLE) RQUCH""QPENING °<` WINDOW DIMEN51ON CLEAR _W.I EXI5TING TO REMAIN TAG TYPE MODEL # OPENING 7 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL HEIGHT REQ D:24" Q STL. WHEN APPLICABLE) - WIDTH I 1 IEIGHT WIDTH HEIGHT OPEN REG2'D: 5.7 S.F. I " . A 51DELIG-T FWSL1768 I -"f " 6-8. I -6 NEW I-HR FIRE RATED m MIN. (2) 2"x4" STRUCTURAL -- OJ WOOD FP-AME tviE (L.G. STL. P05T FOR 4 WALLS B DOUBLE }�:)NO ( TW210310 1 . 3'-Q ': I' ,' 4'-O �'"': 2'-)I fig"AL 4'-O �" J WHEN APP�.!GABLEJ (MIN. (2) 2"x6" STRUCTURAL )NO 10 F-- POST FOR 6 WALLS), U.O.N. G7L GLIDI�;."� G63 6'-D" �l_%5,--O" : i 5'-I I 2'-II 0 NEW 2-HP. ;";RE RATED J WOOD FF-',1E (L.G. STL. I -- D GASEM .i i� - ----GX145 2'_8" •-•4'-5 2'-7 4'-4- j II S.F. WHEN APF- :ABLE) FE - PIGTL'� - �r --- GIR30 -O l� ." " 3'-0 "" i 2'-II 2'-il O JL - Z cr W J FLOOR FLAN NOTES J 00 > d' O DOOR NOTE: Z C9 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED r"I OUT ON PLANS BY 'JELD-WEN' ('OR EQUAL). O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). Z Z '� 3.DOOR TYPE TO SELECT Ix Ix Z 4.INSTALL AS PER MANU SPEC.'S N 3.PROVIDE (2) 2"x8" HDR.,U.O.N. LLl (D 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING Lo w T-4 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. N _ Ln OSTAIR $ RAILING NOTE: 2 I. ALL NEW STAIRS SHALL HAVE: MAX. 7-3/4" RI J O 4 MIN, 10" Tr - RISERS SHALL BE OL05ED W 2. 42" HIGH GUARDRAIL $ SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; O 36" HIGH HANDRAIL b 5PINDLE 5PAGING NOT I- TO ALLOW PA55AOE OF A 4" (P SPHERE U 3. GRIPPABLE RAIL A5 PER GORE L LI 01-05ED P. GONG. STAIR: = J ® I. TYP. 42" RAIL AS NOTED V J 2.RAILING SHALL BE WROUGHT IRON OR GALV. STL. FASTENING SHALL BE AS PER: RAIL MANU. PROVIDE EXIST. DECK � EXTERIOR GRADE PAINT AS REO D OR POWDER Q COATING 3.SEE FOUND. PLAN d DETAIL SMOKE DETECTOR / GO DETECTOR NOTES: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT' SMOKE / CARBON MONOXIDE COMBINATION DETECTOR EXIST. EXTERIOR WALLS (INSULATION): HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. *AT EXISTING EXTERIOR WALL5 WHERE SHEET ROCK 15 2.INSTALL ALL AS PER MANU. 5F'EG.'5 BEING REMOVED. FILL CAVITY WITH FIBERGLASS BATT 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR INSULATION IN COMPLIANCE WITH LOCAL CODE NEW STEPS WINDOW NOTE: SLIDERS O O DOUBLE JACK STUD I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN I �N_LOP12068-4 cV TYP. 400 SERIES CASEMENT, DOUBL.EHUNG, OR GLIDING (AS NOTED); INSTALL A5 PER MANU. SPEC.'S. FOR _ _ _ SUBSTITUTIONS, SEE NOTE #9 IN "GLASS WINDOWS (2) 1.75"x9.5" GP LAM HEADER AND DOORS" ON PAGE G-002 IF CASEMENT WINDOWS - ALL C5MNT WNDWS SHALL HAVE 4 STRAIGHT ARM HINGE WHEN EXIST. 3.5" STEEL COLUMN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE ON TILT NASH 3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. GL. EXISTING HEADER t� 4.5EE PAGE 5-003 FOR FRAMING ELEMENTS AROUND UPPERS 2"x10" HDR WINDOWS (TYP. FOR ALL) U.O.N. EXIST.EORF-55 NOTE: COVERED I DW �� N COMPLIANCE WITH NEW YORK STATE BUILDING n STOOP CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF _ RELOCATED EGRESS SHALL BE FOLLOWED: m UEPXIST• I KITCHEN Q Q 3.5" STEEL COLUMN N� 111 I f(1 Y2° -j 0- ~ NET CLEAR OPENING........... 5.7 S.F. X d I n11* N p NET CLEAR HEIGHT............... 24" MINIMUM m mTrrn �u 0 w m NET CLEAR WIDTH................. 20" MINIMUM Q MODIFIED LAUNDRY CLOSET:, Q o J NEW GREAT N iti-5uLl O I. NEW WASH /DRY HOOK UP O O tt tu 415LAND I l� ROOM r IN Q 0 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s - - - - w� �_ O_3 :1,7SNTI w/51ZE OF EQUIP. O O 3.PROVIDE HOOK UPS AS REO'S PER MANU. fill, - z Q EXIST. 01 r n E MUDROOM a N NOTE: DRYER EXHAUST NOTE: I. DUCT SHALL TERMINATE TO EXTERIOR EXIST. I I z ml IF STEEL COLUMN DOES NOT 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY GARAGE LAND ON COLUMN BELOW OPENINGS X v r N CONTACT ARCHITECT Z 3.DUCT SIZE AS PER MANU. EXIST. UJ 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER w 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN UP 3.5" STEEL COLUMN I I O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM PROVIDE SIMPSON :a 3.5" STEEL COLUMN X p V SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO FLUSH HANGER EXIST. ALIGN w m w EXCEED 8 FEET AND SHALL BE LISTED AND LABELED * ON IN ACCORDANCE WITH UL 2158A. Q _ - 6.EXHAUST DUCTS SHALL BE MIN 0.016 THK RIGID 4'-O" 2 1.M F .5" 2.0 E G-P METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS =_ NEW - - - - COFFEE BAR ui LAM F SH HEADE ba NEW EXIST. PANTRY Lij RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST m EXIST. Q I ry+ Gam- GL. � -cv -<< DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL COVERED 36" BEF. Q I 0 SCREWS :>> 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER w STOOP LOCATION TO THE WALL OR ROOF TERMINATION. THE II'-O" 2'-O" w r 5'-8" I z MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 �PNE T� FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° - �1•fib N I J � (I ) 1 ® t .5"BEND. THE MAX. LENGTH OF THE EXHAUST DUCT D0=5 v NE ', 2) r O" EARL NOT INCLUDE THE TRANSITION DUCT. Dt] �� ►n x W O -� %. 4 RELOCATED 1 +64 BATHROOM �r kx- BEDROOM - RENOVATION FN (108 50. FT) N ( O +b -7 3 3 MODIFIED ~ Lu w w z Q Lu • 2¢x6$ SM/GO EN TO ABOVE ARGHWAYLINE OF EABNO,/E w Iz w F tx 5805 MAIN BAYVI EW ROAD SM/Go m z �1v NEW HALLWAY m N z X SOUTHOLD NY 11971 I u- wa wX _ _ O (3)EXI5T. I 1 I (2)Ex15T. DRAWING TITLE: NATURAL LIGHT 4 VENTILATION 2'8"WX4'S"H D.H. .D I '` a �` I 3'O"WX4'5"H D.H. (HABITABLE SPACE) - >3 PROPOSED FIRST FLOOR PLAN FLOOR AREA 108 S.F. � 4 4 % REQ. S.F. PROV. OVER DOOR LOWING;MIN. 8% O, 14'-O" OF FLOOR AREA 8.6 S.F. 35.1 S.F. LINNEW VENTILATION;NOT LANDING LE55 THAN 45% OF 3.9 S.F. 29.3 S.F. $ STEPS PAGE: MN. GLAZED AREA REG2UIRED _ A-1031. 00 _ ry DATE: 08/27/20 7 OF 11 iU z 0 5 1020 D PROPOSEFIRST RST FLOOR FLAN GRAPHIC SCAL[ 1' 1/4"= -0" D pori. 1,'�-76.2 S.F. HAE3ITA5LE SFAGE; 2,008.-7 S.F. OROSS AREA SCALE: I/4" _ 1'-0J i fir( r":] " A IL:3 V SEP 1 4 fi . 374Dy�A0 F- a �/� ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "6-003" FOR NAILING 4 STRAPPING I ` 0EERl- L 5�I I50L <E� : DETAILS. 0- CHART' : .CHART' Q NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHEDWOOD FRAME (L.6. STL. ;..' EGRESS W WHEN APPLICABLE) ROUGH OPENING WINDOW DIMENSION CLEAR J EX15TINO TO REMAIN TAG TYPE MODEL # OPENING NEW WOOD FRAME (1-.6. h NEW FOUNDATION WALL " E H5HT REo'D:24" WIDTH `. EIGHT: WIDTH HEIGHT Q STL. WHEN APPLICABLE) oPEN REa'D: 5.'1 S.F. � ASIDELIGHT FWSL1768 I-7 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL J WOOD FRAME (L.G. 5TL. ® POST FOR 4" WALL5 B DOUBLE HUNG TK210510 3'-O " '4'-0 4"1 2'-11 J" 4'-0 g" J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F- POST FOR b" WALLS), U.O.N. G GLIDING 663 6'-O" 5'-O''; 5'-114 2'-11 4" NEW 2-HR FIRE RATED _ WOOD FRAME (L.G. 5TL' D FCASEMENT CX145 2'-7 WHEN APPLICABLE) { z Z E PICTURE GIR30 '-© ! 3`-0 ' 2'-1I " 2'-II " O 2 Z Q � W J J 00 FLOOR PLAN NOTES Z_ DOOR NOTE: J � O I. INSTALL NEW INTERIOR DOORS WHEN GALLED Y �i OUT ON PLANS BY 'JELD-WEN' (G R EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' !OR EQUAL). Ix Q Z T-15.DOOR TYPE TO SELECT V- WN Cfl 4.INSTALL AS PER MANU SPEC.'S Lo Ix Tq 5.PROVIDE (2) 2"x8" HDR., U.O.N. 4.5EE PAGE 0-005 FOR ALL OTHER FRAMING 0 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. r'iJ0 O STAIR 4 RAILING NOTE: 2 W I. ALL NEW STAIRS SHALL HAVE MAX.-1-3/4" RI Er 4 MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL d 5PINDLE SPACING NOT TO ALLOW PA55AOE OF A 4" 0 SPHERE; 36" HIGH HANDRAIL 8 SPINDLE SPACING NOT EXIST. U TO ALLOW PA55AGE OF A 4" P SPHERE 3'4"WX4'4"H D.H. W 3. GRIPPABLE RAIL AS PER CODE I'-10" 8'-O" II'-0., CLOSED P. GONG. STAIR: (2)EXI5T. EXIST. 2'_3" (2)EXIST. c -J ® I. TYP. 42" RAIL AS NOTED 2.RAILING SHALL BE WROUGHT IRON OR GALV. STL. I EXIS I 3'O"WX4'I"H D.H. 2'4"WX3'I"H D.H. 3'O"WX4T'H D.H. Q FASTENING SHALL BE AS PER RAIL MANU. PROVIDE I DN _ t EXTERIOR GRADE PAINT AS REOV OR POWDER COATING 5.5EE FOUND. PLAN 4 DETAIL I LINEN w CL O LINEN --"- N `• ` -',w I I - lU 2� x SMOKE DETECTOR / GO DET-Ef:.TOR NOTES: O LL tU O � JIB• = OI. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I I (� -" ---" ----- �,�5 SMOKE / CARBON MONOXIDE COMBINATION DETECTOR - - - _ - - - - Imo- z 4 HARD WIRED TO EACH OTHER W/ BATTERY BACKUP. X I I � � r CO MODIFIED y 4 � �O -�;� _�-.• 2.INSTALL ALL AS PER MANU. 5PEC.'5 I ® fQ 0 MASTER I D- m 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE i i -ry b 1 2'®W ® BATHROOM +� N K EXIST. NEW I I GL. a+ b 22 D O LINE OF OWINDOW NOTE: BEDROOM = a+ m EXIST.GEILING_ 1. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN EXIST. I EXI5T. 400 SERIES CASEMENT, DOUBLEEHUNG, OR GLIDING RECREATION BEDROOM (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR ROOM I MODIFIED p - SHOWER - (205 So. FT) SUBSTITUTION5, 5EE NOTE #q IN GLA55 WINDOWS I CEILING HEIGHT 7'-II" f �� AND DOORS" ON PAGE 0-002 IF CASEMENT m LAUND Y , WINDOWS - ALL GSMNT WNDWS SHALL HAVE INSULATION REQUIREMENTS: I W/D m STRAIGHT ARM HINGE WHEN I FLOOR R-VALUE= R-50 CONNECT DRYER 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE EXTERIOR WALLS= R-2I TO EXIST. VENT TILT WASH w I CEILING R-VALUE= R-55 W - - 3:ALL GLAZING WITHIN 18" OF FF TO BE TEMP. GL. ,- (L 4.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND = O 1 = I- WINDOWS (TYP. FOR ALL) U.O.N. ~ N I EGRESS NOTE: Lu z1 Iz t EXIST. EXIST. MODIFIED. L IN COMPLIANCE WITH NEW YORK STATE BUILDING J w1 ILu D HALLWAY N O CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF -i U v EXIST. _ u� tun EGRESS SHALL BE FOLLOWED: IL I 11 DN N 13 NET CLEAR OPENIN5........... 5.-1 S.F. w w 01 ILu w --__ - _ NET CLEAR HEIGHT............... 24" MINIMUM �I IJ Y NET CLEAR WIDTH................. 20" MINIMUM i 1 2 Q MODIFIED LAUNDRY CLOSET: 1 1 O1. NEW WASH /DRY HOOK UP I - � 2.COORDINATE LAUND. ROOM b DOOR DIM.'s w/ SIZE OF EQUIP. I I 3.PROVIDE HOOK UPS AS REO'S PER MANU. (I ) R ® I I EXIST. EXIST. (1 ) Tr ® t I " I BEDROOM GL. I DRYER EXHAUST NOTE: N 1. DUCT SHALL TERMINATE TO EXTERIOR 1 1 MODIFIED ►- 2.DUCT SHALL TERMINATE MIN. 4'--0" FROM ANY WALK-IN w OPENINGS 5.DUCT SIZE AS PER MANU. GL- 4.DUCT SHALL BE EQUIPPED W/A BAGKDRAFT DAMPER (3)EXIST. 5. TRANSITION DUCTS SHALL NOT 5E CONGEALED WITHN 2'8"WX4'5"H D.H. EXIST. OPEN TO U CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED 70 NATURAL LIGHT � VENTILATION GL BELOW CONNECT THE DRYER TO THE E;KHAUST DUCT SYSTEM (HABITABLE SPACEF-17 SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO w EXCEED 8 FEET AND SHALL BE LISTED AND LABELED FLOOR AREA 551 S.F. BANQUET IN ACCORDANCE WITH UL 2158A. - L 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID % REQ. S.F. PROV. w (2)EXIST. 6 METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS (2)EXIST. Q LIGHTING;MIN. 95% " } I ` s, { " f 1 t E;;, I ' ' p 3'O WX4 I H P.H.DI; ., I I 's:NEW 2 8 R.R 3'O"WX4 I H D.H. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 44.1 5.F. 53.1 S.F. 9 ' rIT ® 16" O.G. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL OF FLOOR AREA WS VENTILATION-NOT 3 >' Irl ii'9I' i.!i ,!j1 is I, k SGRE .a r t 1, GUTTER HIGH POINT XGEE-0 25 FT FROM DRYER € ,f; 1. MAX. LENGTH SHALL NOTE LE55 THAN 45% OF '{( I` f'�_ �'s 1<�i { I €; '` i ( ; PROJECT: 4. f d1'Y fi�, '�r,� .:I LOCATION TO THE WALL OR ROOF TERMINATION. THE Iq.5 S.F. 24.-1 S.F. _I i' f MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 MIN. GLAZED AREA ii REQUIRED 1 I •€ : i( �`i (a f'{�"!:II? I.. FEET FOR EACH 45° BE AND 5 FEET FOR EACH q0° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES I EAR 1 "C �"is'%^. ; I�111 Y, Ik'�1Ii; �Ij- rye,.' � ;.; �Ip r,� .i NOT INCLUDE THE TRANSITION DUCT. ; { �., q',; Q : E E yf; #r, �Ill�i .I+�fljE,.,�j:a1£ � ��},�} � Et� :}��-` NEW 4'x3" ALUM. 1 , DOWNSPOUT (TYPd RENOVATION ' EllI'. ,I;i NEW 2" 8 R.R. p, 16" O.G,,: 5805 MAIN BAYVI EW ROAD --- ---------- ------ - ----- SOUTHOLD, NY 11971 -- -- -- DRAWING TITLE: - - PROPOSED SECOND FLOOR PLAN 0 5 10 20 ; FROPOSED GE�O� F,) FLOOR FLAN GRAPHIC SCALE 1/4"=1'-0" J J I�ILJ I I�l PAGE: I,-70cf.3 S.F. HA5ITAE3LE SPAGF; I,�O�.� S.F. DROSS AREA 50ALE: 1/4" = I'-O" AM1104m00 DATE: 08/27/20 8 OF 11 � M L] DvLq �'` ��• ��ti1.�v�.•',>�'`*. S E P 8 2020 -1. ' 03740'' y0, 1"U1�1" TO P17,,P . T . ..., , � �OF:N►E� A%JTTT€OLD ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PACE "0-003" FOR NAILING # 5TRAPPINC DETAILS. CL ELEVATION NOTES WINDOW CHART , , W O HATCHED AREAS INDICATE NEW WORK (TYP) ROUGH OPENiNC WINDOW DIMENSION CLEAR J TAC TYPE MODEL # OPENING WIDTH REO'D: 20" ONEW ROOFING NOTE (TYP- WI17TH " HEIGHT;" '. WIDTH HEIGHT HEIGHT -zOV:REO5.1 Q I. ROOFING TO MATCH EXIST.COLOR # 5TYLE BY 'GAF'(OR OPEN REO'D: 5.7 S.F. EQUAL) (MIN 50 YR. WARRANTY) 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO SIDELIGHT FWSL1�168 l'-7 " : 6'-8" I'-6 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS ---- O J -O , 4'-0 B DOUBLE HUNG TN210510 3.INSTALL IS # BUILDING FELT (U.O.N.) OVER u J 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) FGLIDING f— - 5. GAP SHINGLE OVER RIDGE 8 HIPS (AS REO'D) G 21-11 4" 6.PROVIDE RIDGE VENT (A5 RE009 �- 7. FLASH ALL VALLEYS D CASEMENT OX145 2'-8"" 4'-5 ", 2'-'7 4'-4 I F II S.F. 8.INSTALL DRIP EDGE AS REO'D z 9. INSTALL ALL AS PER MANU. 5PEC.'s E PICTURE GIR30 3`=O" ". 3'w0 �" 2'-11 a" 2'-II 9" Z O O TYPICAL ROOF 4 CEILING CONSTRUCTION: z z Q • NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD SEAMS) W • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER 5' INSTALL "X" BRIDGING ® CENTER OF J 00 SPAN, U.O.N) > O • MIN. OF R-49 INSULATION Z � (� TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): 1 J r� O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) / I ______ � • UPON 1/2" GDX PLYWD. 5HEATHIN5 (BLOCKING - - -- --- -- � ZN ALL PLYWD SEAMS) ----- — J 3/4" PLYWOOD GUT 12 / OUT ® I6 0.0.0 LL W co • 2"x6" STUDS ® 16" O.G. W DBL. TOP PLATE • MIN. R-21 INSULATION 7� -� � '-=- ALL NEW WIND01^15 B DOORS SHALL BE ANDER5EN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "6-003" FOR NAILING 4 5TRAPPING DETAILS. ELEVATION NOTES F- EGRESS W ; OI HATCHED AREAS INDICATE NEW WORK (TYP.) ROUGH 01-17NING WINDOW DIMENSION CLEAR J TAG TYPE OPENING S.F. 2 NEW ROOFING NOTE (TYP):_ " WIDTH REO'' 20" HEI I. ROORN6 TO MATCH EXIST.COLOR d STYLE BY 'GAF'(OR — WIDTH OPEN REQ'- Y I HEIGHT.,; WIDTH HEIGHT GHT : 5.24" Q EQUAL)(MIN 30 YR.WARRANTY) T -� aVD "1 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO A 51DELIGHT 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS i J OVER =—_- --'—�_-__--•-:_-_-: .=_.-______ __.._. 3. INSTALL 15 # BUILDING FELT N.O.N.) OVER B DOUBLE HUNG TW210310 �( 3'-0 4`-O " J 2-I I 4-O 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) lr G 5. GAP SHINGLE OVER RIDGE E HIPS (AS REO'D) _GLIDING II - - -663 -- I_ b'-0" 2'-I1 llllll '-0';: .. 5'-II " " 0 .PROVIDE RIDGE VENT (AS REQ'D) r ,r D� CASEMENT� GX145 �I 2-8 4 -7. FLASH ALL VALLEYS 6Z &.INSTALL DRIP EDGE AS REG'D � � 9. INSTALL ALL As PER MANU. SPEG.'s E�—�[ PICTURE CIR30 3'=0 " 3`-O 2'-II " 2'-II " O O3 TYPICAL ROOF 4 CEILING CONSTRUCTION: • NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL Q PLYWD SEAMS) LLj • R.R., G.J., S G.T. AS NOTED ON PLANS (® 5PAN5 OVER &' INSTALL "X" BIRIDGING ® CENTER OF oo SPAN, U.O.N) • MIN. OF R-4Q INSULATION \\ Z O 4 TYPICAL EXTERIOR WALL CONSTRU07ION (TYP.): O UPON TYVEK HOUSE WRAP (OR EQUAL) / \'� Q Z � • UPON 1/2" GDX PLYWD. 5HEA7HIN6 (BLOCKING ALL PLYWD SEAMS) / LLL. J W (D • 2"xb" 5TUD5 ® 16" O.G. w/DBL. TOP PLATE • MIN. R-21 INSULATION \` , � = lLo • 5/5" 6YP5UM BD. WALL FINISH \ TA O O NEW SIDING NOTE (TYP): 5 I. INSTALL NEW SHIP-LAP 51DIN6 W 2."TYVEK" HOUSE WRAP (OR EQUAL) \ 5.INSTALL ALL AS PER MANU. SPEG.'s -------- 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION ! ~ 5. SIDING SHALL EXTEND TO TOP OF i W FOUNDATION WALL �- U b NEW CLOSED P. GONG. STAIR _ U J ---1 ,sr Ll i t NORTH ELEVATION (REAR) SCALE: 1/4" = I'-o" Z W 0 0 j U W , I— Q D ' PROJECT: EARL RENOVATION 5805 MAIN BAYVIEW ROAD SOUTHOLD, NY 11971 DRAWING TITLE: -'- -=` - PROPOSED EXTERIOR ELEVATIONS PAGE: A-2 0 2 0 0"4 ®z .�Q 5 .Q --a DATE: 08/27/20 10 OF 11 N �z i k!.r •LLS .. �' r1 ' ;;Yr..•�. r;• r'i ,Irl!,Q;e 4s r�"-\ y6r., qt O � NEST ELEVATION (LEFT SCE) SCALE: 1/4" = 1'-0" d Q o w w J a 0 J J_ i= cr 0 d Z 0 I— Z Q � w J J 00 zMco � r-I O Z >: 4 � Z N V- uu 0 Lo � Hr- = Lo � � O w Ix w t— U � J tL Q p 4" FRESH AIR VENT 0 r; 4 J i L THROUGH ROOF v v k ,3i d Q < I I � I -- I FULL BATH MASTER BATH MODIFIED MODIFIED MASTER BATH FULL BATH 2 _-r-_- -�____-- T- i ALL PLUMBING WORK NOTE: SHALL CONFORM TOIY MODIFIED ALL I I I I O p� p� LOCAL PLUMBING CODE O FUEL OAS BWORK 13 1 O I I O LAUNDRY SHALL CONFORM 2"i I 21 2"I 2"1 2"� 1 1 -1 I I I -r � CLOSET TO LOCAL p 1 I 1 I 1 I I 1 I PROVIDE "ABE500 FP200 FR p 14 I I Q I I 'C J p zo B I 12 I B B I 12 2 EXPANDING FOAM (OR EQUAL) I Q4 K I I Q4 c� z FUEL OASIAS CODE d U I I I I j AT ALL PENETRATIONS IN FIRE I j I p� U v U I I� I I� I Q� i 44 LEGEND N i j I I RATED WALLS AND N i v i1 v W.G. W.G. x I v vI v zI . FLOORS/GEILING5. PRODUCT = = I m m m R 141I- 1 I CONFORMS TO ASTM E 814, NI �� I Icv TUBc\VI �ry ��'"_4EF, -� SUPPLY PIPING PENETRATIONS: ____ OT TUB - I. PROVIDE ABESGO FP200 FR I I SHOWER -I - I -I - - - I� ._.__--_. DlzYER - I TUB I A5TM E 84,AND UL 14'79 - TUB I --� -------------------� _-- -- ------- GOLD WATER - EXPANDING FOAM" (NS EQUAL) -� - - AT ALL PENETRATIONS AT WALLS G.O. 2" 3 3.. .2 2 I .._..- -.._.._..-.._.._.. y.-.. yl _..-.. ___ __..-..�.._.._..�.._.._.._.._.. y.._. - --I {-..-..-..-i SUPPLY -- AND FLOORS/GEILIN65. 2.PRODUCT CONFORMS TO A5TM E RELOCATED FULL BATH 2 RELOCATED KITCHEN__ -_ 814, ASTM E 84,AND UL 1479 1 � PROVIDE "ABESGO FP200 FR NOTE: I I EXPANDING FOAM" (OR EQUAL) ALL PLUMBING WORK I AT ALL PENETRATIONS IN FIRE LIVING I RATED WALLS AND RELOCATED SHALL CONFORM TO FULL BATH KITCHEN I LOCAL PLUMBING CODE O FLOORS/GEILING5. PRODUCT O KITCHEN --1 I I a ROOM O 2"I 1 „1 12" O 1 j CONFORMS TO A5TM E 814, O ; O0 2111 I GLEAN OUT i Q4 I A5TM E 84, AND UL 14'79 � I I 1 1 3" AS REO'D I 'CJ I I ILL AS FIREPLACE N FL B I 1 2 5 EXIST. F.A.I. TO 'a' I I 5 I I IY Z W W.L. REMAIN u K I �U K W.G. XI �v ! I RANGE I I �= - I �v m - 1 i I _ 1- " 1 i 14, - n ill N m v I TUB DW c\v i---------------- 1� c\v1 jn TUB �� Qa DW I m — — G.O. 2 3" G.O. _. _.._ _.— ._ _._ ._ -{y ._ .�-_ --- -= ---- -- ------------ 1 _. I G.O. GRADE CONNECT TO W ' GRADE q EXIST. ATER I Lii 4" HOUSE SUPPLY SYSTEM I I 1 Q OAS SUPPLY MAIN DRAIN G.O. TO BURIED I 1 PROPANE z 4 TO SEPTIC w -,fi I w TANK PROJECT: SYSTEM w EXIST. j w N WATER -..wry N m < HEATER T < EARL I EXIST. RENOVATIONBOILER I --------------------------- ---------- TO PRIVATE W 5805 MAIN BAYVIEW ROAD FLUME31NO R 1 `ER - DRAIN / NA57E / \\/EN7 SCALE: NT5 FLUME31 NO RISER - SUFFL*"'' SCALE: NT5 OAS RISER - SUFFL"'I' SOUTHOLD, NY 11971 SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: 10210 0e ■ DATE: 08/06/20 11 OF 11 �5 �( p "•1. .: t 51TE PLAN HATCH KEY: 51TE LAYOUT NOTES: I. THI5 15 AN ARCHITECT'S 51TE PLAN 8 IS PROPOSED BUILDING AIDDITION SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION PROPOSED AGGESSOR'( STRUCTURE REPRESENTED ON THI5 51TE PLAN 15 TO THE W �,�' w ® ARCHITECT'S BEST OF KNOWLEDGE. J . PROPOSED 2ND STORY 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED 001/26/2018 AND Q PREPARED BY: BARRETT SONACCI 4 VAN WEELE, PG J 175A COMMERCE DRIVE HAUFTELEPHONE: NY 11-7555 0 TELEPHONE: (63U 435 1111 �� '�� ; � --,�� PROJECT LOCATION & SCOPE z FROf'OSED 55 SOL. Ft. ADDITION 4 NEVI GOIERED STOOF © FRONT SITE PLAN & ZONING DATA -0 O 0 S E G R E E ENTRII"r. INTERIOR RENOVATION © FIRST FLOOR. AFFROX I MATEL`I' l 0° zQ o SAO°O�'S�7" OF EXTERIOR NALLS TO E3E RF-FLAGED w ENERGY TABLE _Ji Op JI 7777-77771- STRUCTURAL DESIGN CHARTS z / 1.r w�'.✓�#,c jN' Df�STeA, \•� 011 IK ,.�,,, .\a\\ \.\\x .\\\s;,,, .\y\\\\\\\\\\v !-� HOLDOWN ANCHOR BOLT, Y 1 4 � T' TAX N?AP # z 1000-78-7-5.5 'O O ' �; d) STRAPPING, & NAILING DETAILS Q z / I ZONIN5 DISTRICT R-40 CONFORMING LL J N FASTENING SCHEDULE w o LLI LO LOT P REA 4.4 ACRES m r- = L`7 f(1 N CERT ^IGATE OF OCCUPANCY Z-18464 IO/16/8q ®®� .®® FRAMING GRAPHICS rT-I J O EXIST. FRAME DECK �m BEAM CONNECTION PATTERNS 111 CERT FICATE OF OCCUPANCY Z-201565 07/001/03 FIREBLOCKING DETAILS w F:9 Itti _ 132, m FEMA FLOOD ZONE SHADED X AE (EL 6) _ O .00 PROPOSED DEMOLITION PLANS V iN m WETL`�VDS DISTRICT NO PERMIT # H EXIST. 2 STORY O / qb FRAME HOUSE PROPOSED / lO PERMIT # U� J GARAGE I FLOOR ADDITION O \ DECDEG 1�ISTRIGT , E^R,,, \�mm*v,,•',•,`,,',` :fir x.as :, •�: ':W: : : p FOR GAS FIREPLACE \ �\•, ,o,, \ �`o�. \ ,,fix `:\\• o\-°`�:��\�,:��a�`\�\;�\\\�> Q o \ - O PROPOSED BASEMENT PLAN _ ry' HABITABLE SPACE EXISTING PROPOSED ~"F " 25.3' / \�\ BASEt'-'ENT AREA O S.F. O S.F. I FIRST FLOOR AREA 1,0176.2 S.F. i,g76.2 S.F. a PROPOSED PROPOSED FIRST FLOOR PLAN - O�.OI MOD PEED WALK COVERED STOOP / �ryq SECOND FLOOR AREA 1,S,51.3 1,7001.3 S.F. EXIST. TOTA.. BEDROOM COUNT 4 4 ORAVEL DRIVEWAY \, A- 104.01PROPOSED SECOND FLOOR PLAN \ \00\1 \ \\" \ \ \ \ \\\\ 7. „ \\\ \\ \, / I DESCRIPTION (FOOTPRINT) AREA 9b LOT COVERAGE I Lu ,® � PROPOSED EXTERIOR ELEVATIONS g 0 TOTAL_ LOT AREA 1013,480.0 S.F. a o w LJL VJ -MAR514- I EXI5TING BUILDING 2,066.7 S.F. 1.1% u- 0 z / m EXI57NG DECK 545A S.F. 0.5% o W PROPOSED EXTERIOR ELEVATIONS z EX I ST'NG STOOPS 80.0 S.F. 0.04% A-202 .01 3 0 FAR7I AL-151 N i PROF05ED BUILDING ADDITION 35.0 S.F. 0.02% vi w - (r z SCALE: I'-O" = 20'-0" 1 PROF05ED COVERED STOOP 70.0 S.F. 0.04% w Q TOTA- AREA OF ALL STRUCTURES 27015.6 S.F. 1.496 DWV/ WATER SUPPLY RISER ix z 0 0 °� ' "MAXIMUM LOT COVERAGE ALLOWED - 20% GAS RISER o a I z O / i o z - F- x, , \. \\ n\\ a > x� \\\ DMA9N'� \ �:°��.p\\�>\�,,�,,, .. \,. \,x,,,.. N H � / I REQUIRED EXIST. PROPOSED COMPLIES z Y w w 0 1 V FRONT YARD 50.0' 010.1' 87.6' YES o 0 0 i I U O. z SIDE ''ARD 15.0' 43.2' 43.2' YES w rl N i BOTH SIDE YARDS 35.0' 324A' 324.01' YES N N \ iREAR. YARD 50.0' 51.8' 51.8' YES � i N % �0 i PROJECT: I � AV i ° EARL Un RENOVATION °rk 41\� I 5805 MAIN BAYVIEW ROAD /• I SOUTHOLD, NY 11971 11� , DRAWING TITLE: J r��li °oo'oo"w PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA \ ° \\ " 1 lxlsr.Fl[Ap!vL°cK ,.\ \ `�"a� x a`a•:��`� ..\. r.'.xs"''�" \.," .°�a�:.: MAN \\.,x \v x x `\ �(� a\. .d Q� .Ja1 gyp{' .j \\° `''Aa.' _ n •. �..C.. .a� �b �a,' " \��. `'Asci Y.•' '%x\ `ai.a \.,x !xi^ ^'OVERFROV'dy^' �.. iw �'.�g�% `.: �, x •'\'\\\,�'.:"sc.� ^r;. .".�\ ,',e .&,"}:.. _•P. \\ e3.. '\• <�° .°\\.1\, .3" ,43.2 7s.4' ri 1 \x.x\ z^ <�C\ { •r€ .ix' ..' p \ ¢;� :>n �: `'e:\ax> ,,. ., \M PAGE: si,\��;'" '! �, \ uY\, e�`., .S.``,x:`:`` ` ,. �. t' \ SUBJGT PROi� RTY EXIST.2STORY 1 � '�\ � FRAME HOUSE pRoposm ..\�` �\';`a _>� \.•'�\ " \•',\.�.:�,` >�,'•\�:`: is G-001I. 01 ;'.a; z• �\�a aa:,x, ..N ,' � .. ,�,;. 1 v'. «'x a t. , fit < `na `,i �n ,., \.ro\\ :�\�`K`' �. 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" x. .y, f xeY�',: Via.. �(� .\\x a,.\., moo. \a\` 1 �, .r \,, p \\,," OIN \, \ `y.x�s\,;,,F'. .a.,\�.`� "$;''� afs. `:'�`\t Y .. :to i N I _ �:� ��,:,.,� ,fir ::��" .f ag.`:��,�� AY 1 3 n?� � .°�.� \\\,i c'\,��,,`a'` ''�i ..:a:`�..a�w„�``„t*�,w' •t a. a ^� x� , ••��\\��\. :�>� fix: •3 �1+. _ " o: „ ` D ,(� ' .�: 1 �\° :\.\a:\\a.\ �3'r, 4 ::,,•,�,,�.,\\lo d. :Aj EBa b""a a.iY 3:'a\,{' ,c\\\\a' V 1 BUILDING DEPT O "� ;\, as aa 'x `c' x, °. ale' \„ ..v „ , , ro� ,x a ,.vim. � � \<x,. , i 1V� I � ,, �:.: _ � `. \. , \ � " •��. ,a�":�'r �\\`�,., . `�" \�,._` \\\\ N OF SOUTHC)LCA C� v� u W1111 ,=-s. fir' a\a:' ` i f \\\\?93• ,y :�" '.; �r :C\ "?&: z .E� .�:\,\:, \��, n xf� 3 is .. �••. `,� �e\" '� ,\. �•��Z "tea y \:: 'w a,,. ,:, � `Yf.rox •x:`a\`\. :r`ros.� a:\,.\ '.r >x..a..�... ,:e :',k: \,01:x..\ .E.. , \ : »• ! rte' \, � a .5= \\" �. f � :a. \. 0 \, moi. \� ��\ ,�.�. 08 .�\:°" :<>` � 400.6 \\ a -� N51 0 00 00 W \a ::: �i x x.'., x \ a .x „A,� .,a,r� :,::, L•� .� , ," =�<:' �� \„�. �'. �,\\„ �,.. pan„ ��.�:�. \\ •-."�\.;. ��.• .a�:ar :. '.:s.',Sc i .^' 's Vil a �• � tip N_x.\ W\�A7fa�.�=.� ,.�.x:;•�s�x:•,:. �.,..�,.... \\ �,�at _,x •:. ,,x aa.fix.. „: �m�,.,x�L�a\»xa'�•,..�Sas :3.ixiti��.: _ .a�:a\ ,w' ae.°. L V U(D Al- .' uo MA I N E3AYVI EV�I ROAD LOCATION MAP 51 TE PLAN SCALE: NTS SCALE: I'-O" = 40'-O" PROVIDE 5" (MIN) GONG. COVER Q OF ALL REBAR WITHIN P. GONG. Q FOUND. WALLS b P. GONG. FTG'5. PROVIDE STRAPPING B NAILING _ NEW PARTIAL HEIGHT AS PER CONNECTION 'D' IN W EXI5TING TO BE DEMOL15HED WOOD FRAME (L.G. STL. "TYPICAL NAILING/5TRAPPIN6 WxW F.T. POST ATTACHED WITH W ` WHEN APPLICABLE) PROVIDE INSULATION REOUIREMENTS FOR UPLIFT, EXISTING TO REMAIN BETWEEN CAVITIES SHEAR, 6 LATERAL RESISTANCE" 51MP50N ABU55Z BASE -J NEW FOUNDATION WALL PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. CONNECTOR INSTALL NEW WOOD FRAME (L-.O. f (WHEN APPLICABLE) PER MAN. SPECS. NOTE: Q STL. WHEN APPLICABLE) I. IF FINISH MASONRY USED (SUCH AS FLOOR SYSTEM AS • BLUESTONE) - MA50N TO ADJU5T NEw (2) 2"xb" P.T. SILL PLATES NEW SIMPSON HGHT OF LANDING A5 REQ'D TO 4" P.GONG.SLAB Q MIN. (2) 2"x4" STRUCTURAL NOTED ON PLAN UPON SILL SEAL UPON COPPER '-5" ABA P05T NEW I-HR FIRE RATE:? ® ACCOUNT FOR FIN15H MASONRY w/bxb 10/10 mm WOOD FRAME (L.G. °iTL. POST FOR 4" WALLS TERMITE SHIELD BA5E I" UPON COMPACTED J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL TOP OF DECK;NEW 4" 1 2. ALL HOf2Z.SURFACES SHALL BE PITCHED (TYPJ FILL P05T FOR b" WALL5), U.O.N. NEW 5/5"-P HOOKED ANCHOR POURED GONG. SLAB 0 145 AWAY FROM 151JILDIN6 NEW 2-HR FIRE RATED HBOLTS ® 3q" O.G. w/3" SQUARE Q WOOD FRAME (L.G. �iTL. WASHER d ENDNUT . '"' 6 5. FOR SLABS ABUTTING FRAMING, INSTALL - e '..". '• . •< •I I REBAR BENT TO % I I.'••• COPPER FLA5HIN6 FROM 12"ABOVE AND SLAB AS SHOWN WHEN APPLICABLE) ADJACENT TO SLAB, BED ALL FLASHING p ^ ", e ;I I . IN ASPHALTIC MASTIC T- ML. POLY ' • , ^� • \//\//\//\/ Q FOUNDATION PLAN NOTES M015TJRE RETARDER : • ".l . Z '. TYPICAL P. GONG. FOOTING B WALL CONSTRUCTION: GRAVEL BASE . :. ' ° GRADE (U #4 REBAR ® EA. c ,5 �: �// !ti //// �/ // #4 HOOKED VERT. I1 STEP;3 GVR ® ENDS • ' \\ \\ x/, O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD REBAR ® 4b" O.G. � ( I I I //\/ d SILL SEAL i ° ° •!/ / /��\\��\�� • ANCHOR BOLTS AS PER PAGE E9-003 // Z • P. GONG. FOUND. WALL AS PER DETAIL UPON 11 ` d!! / / COMPACTED / / / / • P. GONG. FOOTING AS PER DETAIL a II", I I I e i . • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 11 PROV. GLEAN ! .' MIN. e . // / \\ \\ \\ \\ \\ _ ,r.l • B.O. FOOTING 5'-O" $FLOW GRADE MIN. ! II '• - COMPACT FILL :" " a - ' \ • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I1. • :.' - / I GRADE - ( I I ' e ! //\\\ \\4\\RESAR\® 10\�\\//\\// // // Z p m Q !� .:: APPLICABLE) .I1 . '. , —J i ✓!! • AIR ENTRAIN P. GONG. FOR PORGHE5 /PATIOS / ♦ I _ ! .. 2"x4" KEYWAY \\ O.C. (MIN. 3) \/\\/\\/\\/\\/\\/\/ Q Z rl STOOPS (WHEN APPLICABLE) tl.: a !!,v \�/\//\//\//\//\//\//\//\//\//\ N / / / / / / / L�. ...i • FOR H TO ACCOUNT FOR FINISH STONE ON THIN SET ♦ . �1. .` : .. ' .9• •a• .• _ •° %yam! /\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ Lo cr T'I FOR HEIGHT OF WALL SLAB (WHEN APPLICABLE) 411 X `p- ✓ --/ / / / / / / / / / / / / / Y •, .. ♦. a //!n I 4 Q ;• .. GRADE i'' /\\/ Ln P. GONG. FOUND. WALL 11 •:•, 4• #4 REBAR CONT. 'L, 0 Q (MIN. 4,000 PSI) e :11. - ° ® 10" O.G. (MIN. 5) •: _ I \\/\\�\• /\/\/\/\/\/\ ALL P. GONG. \/\/\/ r-1 J Q �I v " q ,: -;• �I /\//\�•PQ \\//\\//\\//\\//\\/ \ (I) #4 REBAR CONT. ..II.° \/\\/ \\/\\/\\/\\/\\/\\/\\ 4A00 P51 (MIN.) \/\\/\\/ W J• \// //\//\/ // e• I1ay I #5 BENT REBAR ® 12" O.G. . ' \ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ (2) #4 HOR. CONT. REBAR ® 'if1 \ \\/\\/\\/\\/\\/\\/\\/\\�\/\\�\/\\/\\/\\!/ H 2-3 (I) #4 REAR CONT. .. I1.• \//\//\//\//\//\//\//\//\//\//\//\//\/ TOP, MIDDLE, B BOTTOM OF I z \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ W WALL (3 TOTAL) II �C'j— -� - I�' /\/\/\/\/\/\/\/\/\/\/\/\/\/\/, X ♦ I.� _ EXTERIOR MA50 NR`I' D E G i< DETAIL 8" THK. P. GONG. WALL I \\//\\// //\\//\\//\\//\\//\\//\\//\\//\\//\\/ IA 102.01 = 1a" WIDE x 12" DEEP // // // // // // // // // // // P. GONG. CONT. FTG. �M 5GALE: 5/4 1 -O P. GONG. FTG. l\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ (MIN. 4,000 PSI) \//\ (2) #5 HOR. REBAR (5) #5 HOR. CONT. REAR 4 P. GONG. SLAB II ••"GS I _°�:•; EXTERIOR MASONRY STIR 1� T I L b MIL POLY } MOIST�REIRETARDE1 I e 9 A-102.01 5GALE: 5/4" = I'-O" - 4" GRAVEL BASE PROV. GLEAN I 1 COMPACT FILL FOUNC)AT I ON NALL I7ETA I L U � A-102.01 o 50ALE: 5/4" = i'—O" w o z o o V W Z U7 3 O EXIST. cn Lu Lu ONr .- .- - _- -_ - _ _ ._ ._.._.._.._ ._.._.._. _.._ _. _.._.._.._.._.._.._.._. _ _ ._.._.._. _. _ _.._ ._.._. -. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Z O W KA5TE I N W O O O D Q Z II it I O � Z Q H 2 w O EXIST. 2"x10"_FJ p d 2 Z w IN w I W cV U 2 0 d z A OV I Ix .1 CV Y 0 EXIST. �_ I rl N N \ GARAGE X ® I I EX15T. I I I ~ 4 N I Q \ c UNFINISHED I O M BASEMENT I PROJECT: II II I _ _ EARL I Q - - - - - - - - - RENOVATION OIL I N I TANK I wN i 5805 MAIN BAYVIEW ROAD I I EXIST' (, ) , ® * 5.. I ' SOUTHOLD NY 11971 UP 1I) r t O" TANK i Q I BOILER I z A i ° DRAWING TITLE: EXIST. 2"x1o" FJ I w PROPOSED FOUNDATION PLAN OWELL I TANK i DESIGN DETAILS II I i I I I i- - - - - - - EXIST: - - - - - - - - - - - - - - - - - - - - - TT - - - - - - - - - PAGE: 2'q"WXI'10"H D.H. NEN b" P. 1 I 1 REINFORCED �ry 1 ry GONG. WALL 1 IA-10:2 ® ■ (O NEW Ib"xa" DEEP CONT. Q 0l POURED GONG. FOOTING 1 DATE: 04/22/22 6 OF 11 1 ' � - - - - - - � . IA-102 1 1 ti.�ARC M. � c , yy 4 IF 0 5 10 ♦9�.� ?4 PROPOSED OU �I �I 11= 20 �F hl�, NI��T 101 �L�I`E GRAPHIC SCALE 1,526.2 S.F. OROSS AREA 50ALE: 1/4" = P-0" �- IY`�� . ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. \� y,� #j y, .\ \ ��\\\\.. .....•, \� .\ \\��..�..., .... \�:. ;:... ..:.::`�.\\.e\o\ .mow\\ Via'\'� \�.\ _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT EGRESS \.: � � WOOD FRAME L.G. 5TL � �\ � Lu Lu WHEN APPLICABLE) " t \ \\ tNC\\`.: WINDOW DIMEN51O'1 CLEAR :\\\� OPENING J EXISTING TO REMAIN ' TAG TYPE MODEL # ��.: ��;\\o\�\`°�". . NEW FOUNDATION WALL �\ \\, .�� °;:.:�> WIDTH REQ'D: 20 NEW WOOD FRAME (L.6. :..;: 11 I1DT#4 .. ( •;..:. WIDTH HEIOf OPEN 5TL. WHEN APPLICABLE) wo\e., \\:E� �.� �„a \. D: 5.7 S.F. A SIDELIGHT FHSLI.768 \` NEW I-HR FIRE RATED MIN. (2) 2x4 \\\\\STRUCTURAL \ J� Il \, ,, P05T FOR 4WALLS \\\ _ WOOD FRAME (L.G. 5TL. " B DOUBLE HUNG TW210310 ,,• 2 II JI 4 O J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL """ <..•: POST FOR b WALLS), U.O.N. ' ?" ;. Ell NEW 2-HR FIRE RATED G GLIDING 663 0 WOOD FRAME (L.G. 5'TL. D CASEMENT CX145 2'- ` '; „ 2'-7 " 4' 4 11 S.F. WHEN APPLICABLE) ? ]� E PICTURE GIR30 Z a o W J FLOOR PLAN NOTES 00 DOOR NOTE: Z O I. INSTALL NEW INTERIOR DOORS WHEN GALLED J r'I OUT ON PLANS BY QELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS NHEN GALLEDO OUT ON PLANS BY 'THERMATRU' (OR EQUAL). i VA 3.DOOR TYPE TO SELECT Z 4.INSTALL AS PER MANU SPEG.'s W W cfl 3.PROVIDE (2) 2"x8" HDR.,U.O.N. 4.SEE PACE 6-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. O Q � OSTAIR 4 RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE N'AX."1-3/4" RI J S MIN. 10" Tr - RISERS SHALL BE:: CLOSED W 2. 42" HIGH GUARDRAIL d SPINDLE:: 5PAGIN6 NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; 56" HIGH HANDRAIL 4 SPINDLE 5PAGIN6 NOT �- TO ALLOW PA55A&E OF A 4" 4) SPHERE U 3. 6RIPPABLE RAIL AS PER CODE W CLOSED P. GONG. STAIR: 2 J I. RAI RAI42" RAIL AS NOTED EXIST. DECK 2. LING SHALL BE WROUGHT IRO'V OR GALV. 5TL. C.1 J FASTENING SHALL BE AS PER RAIL MANU. PROVIDE EXTERIOR GRADE PAINT AS REQ'D OR POWDER a COATING 3.SEE FOUND. PLAN d DETAIL SMOKE DETECTOR / GO DETECTOR NOTES: O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXIST. EXTERIOR WALLS (INSULATION): HARD WIRED TO EACH OTHER w/BATTERY BACKUP. *AT EXISTING EXTERIOR WALL5 WHERE SHEET ROCK 15 2.INSTALL ALL AS PER MANU. SPEG.'s 3BEING REMOVED. FILL CAVITY WITH FIBERGLASS BATT .SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR INSULATION k IN COMPLIANCE WITH LOCAL CODE NEW STEPS WINDOW NOTE: SLIDERS O DOUBLE JACK STUD 01. ALL NEW WINDOWS 6 DOORS SHALL BE ANDERSEN I L 6DI2068-4� N NI' 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR -- SUBSTITUTIONS, 5EE NOTE #41 IN "GLASS WINDOWS (2) 1."15"xq.5" 6P LAM HEADER 1 EXIST. SLIDER AND DOORS ON PAGE 6-002 IF CASEMENT WINDOWS - ALL GSMNT WNDWS SHALL HAVE G II'-q" STRAIGHT ARM HINGE WHEN EXIST. 35" STEEL COLUMN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE w 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. DN .NEW 2 2x10 HEXISTING HEADER U " DR O 4.SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND ) EXIST. UFFERSj �' O WINDOWS (TYP. FOR ALL) U.O.N. = COVERED I _ Q Uz EGRESS NOTE: Q STOOP0 IN COMPLIANCE WITH NEW YORK STATE BUILDING z I in O w CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF = E6RESS SHALL BE FOLLOWED: RELOCATED ,- _ u�.1sT. KITCHEN "' � � 3.5" STEEL COLUMN � �z o ci NET CLEAR OPENINO........... 5.•7 S.F. X�t I N Q� w m w NET CLEAR HEIGHT............... 24" MINIMUM w ® Q Z NET CLEAR WIDTH................. 20" MINIh1UM 0. MODIFIED LAUNDRY CLOSET: Qo Qo p U w Q OI. NEW WASH /DRY HOOK UP ® U NEW GREAT ri w ua 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s OO OO L DyyJ � ROOM � Q Q O 0 W/SIZE OF EQUIP. IL VENT 0 O 3.PROVIDE HOOK UPS AS REQ'S PER MANU. O OO ICE � � - MAKER ISLAND w x d uI z FL EXIST. r ry z Z Q DRYER EXHAUST NOTE: MUDROOM I % I m NOTE: Z 0 EXIST. ' 4-1Y2 i-2 IF STEEL COLUMN DOES NOT = Z I. DUCT SHALL TERMINATE TO EXTERIOR w GARAGE �I N LAND ON COLUMN BELOW y 2.DUCT SHALL TERMINATE MIN. 4-0 FROM ANY CONTACT ARCHITECT �- OPENIN&5 T Q w Y w� 3.DUCT SIZE AS PER MANU. EX15T. 3.5" STEEL COLUMN * = O 4.DUCT SHALL BE EQUIPPED W/ A BACKDRAFT DAMPER OF16 F- 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN .t O O O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 8 BOOKCASE U (. Z CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 12 2 ON HINGE EXIST. 3.5" STEEL COLUMN U~i SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 8'-2,�2" 4'-2" 3' 3'-3" 5'- DN W m w EXCEED 8 FEET AND SHALL BE LISTED AND LABELED It ri N IN ACCORDANCE WITH UL 2158A. QVI 6.EXHAUST DUCTS SHALL BE MIN O.OI6" THK R161D z NEW in , 3'x k N METAL W/SMOOTH INTERIOR SURI=AGES WITH JOINTS to cV PANTRY ry in LuC 1, RUNNING IN THE DIRECTION OF AIR,FLOW. EXHAUST � EXIST. GAB• EXIST. N DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL X N� COVERED SOF' m CL o c i d� SCREWS -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER to STOOP LOCATION TO THE WALL OR ROOF TERMINATION. THE O PROJECT: MAX. LENGTH OF THE DUCT 5HAL!_ BE REDUCED 2.5 R 5 .5 FEET FOEACH 45° BEND AND FEET FOR EACH q0° (14) RI ® t 2) r t O' EARL BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NEW piu NOT INCLUDE THE TRANSITION DU(:T. RELOCATED HROOM*4 BEDROOM EXIST. RENOVATION (108 50. FT) n OFFICE 3 MODIFIED RELOCATE x D ENTRY EXIST. &LASS w w Q I I OPEN TO ABOVE PANEL DOOR w W SM/GO m 5M/GO N 5805 MAIN BAYVI EW ROAD D m 2�xba waLuSOUTHOLD, NY 11971 4 EXIST. NEW EXI5T. (2)EX15T. DRAWING TITLE: NATURAL LIGHT 4 VENTILATION 2'a"WX4'5" 2'5"WX4'5"H 2'5"WX4'5"H 3'o"WX4'5"H D.H. (HABITABLE SPADE) D.H. CASE. D.H. PROPOSED FIRST FLOOR PLAN FLOCR AREA 108 S.F. % REQ. S.F. PROV. ❑ ❑ ❑ ❑ LI&iTIN&;MIN. 8% OF FLOOR AREA 8.6 S.F. 35.1 S.F. \�ErTILATION;NOT PAGE: LE_55 THAN 45% OF 3.q S.F. 2q.3 S.F. t./N.&LAZED AREA REQUIRED A-1uA ;jm01 DATE: 04/22/22 7 OF 11 0 5 10 20 QD GRAPHIC SCALE ;PROPOSED FIRST FLOOR FLAN SCALE: I/4" I -o"I,ci-7G.2 S.F. HAE31TAE3LESFACE; 2,008.-7 S.F. OROS= AREA � .yT 03 7,.05 40� FOF NES ' Q _ CL EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD W OOD FRAME (L.G. 5TL. EXISTING TO REMAIN WHEN APPLIGABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q 5TL. WHEN APPLIGABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL C 17 WOOD FRAME (L.G. 5TI-.' POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL H P05T FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED' aO WOOD FRAME (L.G. ST-. a WHEN APDL I GABLE) �- Z O H Z Q � W J J 00 Z to r-I � O Q ZN V- W (D Lo w T-11 r Lo ,H _ O v-�-- w m EXIST. 5'4"WX4'4"H D.H. w < W ; ~ U (2)EXIST. EXIST. WEXIST. U J EXIS 5'0"WX4T'H D.H. 2'4"WX5T'H D.H. 5'O"WX4T'H D.H. DN Q jIST. O 0 rue 0 x I x = B 7 HROOM EXIST. BATHROOM y,, ® F***'� m I I EXIST. BEDROOM I EXIST. )- RECREATION I �p p BEDROOM ROOM CEILING HEIGHT V-11" i lul 4 EXIST. (205 SQ. FT) INSULATION REQUIREMENTS: I WALK-IN FLOOR R-VALUE= R-50 I GL• V EXTERIOR WALL5= R-21 I I g tu I CEILING R-VALUE= R-58 I O D. O w LL p 01 IN z _ w Z 0 zl Iz to EXIST. EXIST. EXIST. O w A wl Iw �� GL. HALLWAY L.._. ExIST. x z tL I I j 3 DN u1 m 3 O W — — — — — — — — — ___j V) w EXIST. z GL. w a I y (6 w 1 O 0 z z o EXIST. EXIST. ( ) R ® -►. " ~ I BEDROOM (I ) T ® t I " z 0 GL. = z U w I I EXIST. i m EXIST. WALK-IN z Y w w = 0 (5)EXIST. GL GL O O O 2'8"WX4'5"H D.H. EXIST. OPEN TO NA'"URAL L I c3HT 4 VENTILATION GL BELOW U a z HABITABLE SPACE) > Lu FLOOR AREA 551 S.F. It T-1 NN % REO. S.F. PROV. qq + fq w N (2)EXI5T. L.,I I(IJ ( I (2)EXIST. f N LIOW-INO;MIN. e1% 5'O"WX4T'H D.H. NEW 2" 8" R.R. 3'O"WX4'I"H D.H. 0 M V� OF FLOOR AREA 44.1 S.F. 55.15.F. VENT'LATION;NOT I i I`6, O.CI. GUTTER HI6Fi POINT LESS THAN 45% OF 19 8 S.F. 24."1 S.F. II I I Ia IN I PROJECT: MIN. GLAZED AR"A I NEWROOF REQUIRED 4.11Itul t , EARL p Q NEW 4"x5" ALUM. Z I �I DOWNSPOUT(TYPJ RENOVATION B ® 1c, O.G. � I ---- q"I'A ml 5805 MAIN BAYVI EW ROAD SOUTHOLD, NY 11971 DRAWING TITLE: PROPOSED SECOND FLOOR PLAN 0 5 10 20 FROFCSF_17 SEGONFLOOR FLAN`� GRAPHIC SCALE 1/4"= 0" l� L/D OOI - 1'- PAGE: 1,1001.5 S.F. HABITAELE Si='AGE; 1,10cf.5 S.F. Ofi,)55 /\RE: 4 SCALE: 1/4" = P-O'• All A-104m0l DATE: 04/22/22 8 OF 11 ARCy�� 'o { Po 44/ O �r Ali 0 OF NES ..a ALL NEW NINr,>Okq5 4 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PACE "0-005" FOR NAILING 4 STRAPPING DETAILS. A 0F ELEVATION NOTES IM mQ` Lu • LLI EGRESS mwm HATCHED AREAS INDICATE NEW WORK (TYP-) CLEAR WINDOW _j (D DIMENSION T TYPE MODEL # OPENING WIDTH REO'D: 20" • HEIGHT REG'D:24" NEW ROOFING NOTE (TYP.): WIDTH HEIGHT I. ROOFING To MATCH EX15T.COLOR 4 5TYLF_BY 'GAF' -7 S.F. @) OPEN REQ 5. EQUAL)(MIN 50 YR.kqAR.RAN7Y) :2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO A SIDELIGHT FINSLI'765 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS k S OVER DOUBLE TN210510 -O :2'-11 3.INSTALL 15 # BUILDING FELT (U.O.N) OVERS 4.1/2" cDx PLYWOOD 5HEATHIN0 (BLOCK ALL SEAMS) 411 ' 5. CAP SHINGLE OVER RIDGE 4, HIPS (AS REG'ID) GLIDING 065 51-112-11O (o.PROVIDE RIr,>C7r= VENT (A5 REG,-o) m ft -1. FLASH ALL VALLEYS CASEMENT CX145 Z-1 4'-4 S.F. 6.INSTALL DRIP EDGE AS REO'D 2. z 201,W-11 0 21 CIR30 ama q. INSTALL ALL AS PER MANU. 5PEr,.'s mw PICTURE ov F_ O TYPICAL ROOF 4 CEILING CONSTRUCTION: z 0 NEW ROOFING AS NOTED 0 1/2" CDX FLYWO SHEATHING (BLOCKING a ALL PLY1^V SEAMS) LLI * R.R., O.J., 6 C.T. AS NOTED ON PLANS (® SPANS _j OVER 5' INSTALL "XII BRIDGING a CENTER OF SPAN, U.O.N) > 0 MIN. OF R-4q INSULATION Z Cfl Zi TYPICAL EXTERIOR WALL CONSTRUCTION (T"rF'.): e O • UPON ITYVEW HOUSE WRAP (OR EQUAL) _j >: 4 • UPON 1/211 CDX PLY1,0. 5HEATHIN6 (BLOCKING ALL PLY�,V 5r a Z vq w CN AM5) 6 LL • 2"xb" STUDS a 16" O.C. 1,4/DBL. TOP PLATE 5 Lu (. • MIN. R-21 INSULATION L0 w T-i • 5/8" GYPSUM W. WALL FINISH 4 5/4" PLYWOOD CUT ~ D Lo OUT 0 16" 0.0.0 0J 6 NEW SIDING NOTE (TYP): L 12 ri _j O I. INSTALL NEW SHIP-LAP 51PI1`lO 2."TYVEKI- HOUSE WRAP (OR EQUAL) E 5.INSTALL ALL AS PER, MANU. 5FEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF Lluj FOUNDATION WALL -SHIP-LAP SIDING _j O C-) NEW CLOSED P. CONC. STAIR -SHIP-LAP SIDING- A A o IL-J "11 El F= FEI ........... ..................... ............._! .-ill HEI f ................ ------ j Y"- Lu 0- 0 o La z 0 0 C.) w5OUTH ELEVATION (FRONT) a U) z x 50,ALE: 1/4" = 1'-0" 2 (n z vi ui O 0 0 0 a z 0 2� 0 z w Z -I< w w - m 0 0 0 0 0 CL z w 1-1 cl, 04 ai 04 4 CN PROJECT: EARL RENOVATION 5805 MAIN BAYVIEW ROAD �, SOUTHOLD, NY 11971 DRAWING TITLE: .......... PROPOSED EXTERIOR ELEVATIONS 5 :22 PAGE: A— ® l. ® l DATE: 04/22/22 9 OF 11 Ll 1"U 0 Rc IL I (p 03 0 EAST E TION R15H IDE) SCALE: 1/4" = P-0" ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. \ ,' \ \. \:. \.. NOTES � \. \ ��\ ON i`O � \ � �; ELEVATION \. \\. \ ad MW ui - :.::: EGRESS OI HATCHED AREAS INDICATE NEW WORK (TYP.) , ::' W { t) 1=4 �(l�tt WINDOW DIMENSION CLEAR J TAG TYPE \'' MODEL # : � _�\�,' ��:: \;.��;`,< OPENING 2 NEW ROOFING NOTE (TYP.): .. :"\ REO'D:24 WIDTH REO'D: 20" I. ROOFING TO MATCH EXIST.COLOR b STYLE BY 'GAF'(OR \ \\\ \\ Q #^11t :\ \ HTS\ WIDTH HEIGHT HEIGHT 5.'t S.F. EQUAL)(MIN 50 YR.WARRANTY) ICE AND WATER SHIELD FROM FA501A U TO "` - OPEN REO D: 2.INSTALL A SIDELIGHT FW5L1'768 `� �'° ��`.� �� '. ~\��a' � � O 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS \ ?^ .\, I-b OVER \' u ..: _ B DOUBLE HUNG TW210310 " .',.•.•.:;` ,..�•\�� ` "�cJ 5.INSTALL 15 # BUILDING FELT N.O.N.) OVER " �� =�? ��;.�, - -0� �•, ' 21-11 �11 41_O 111 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) , G GLIDING 563 ; r0.. yO 5 II 5. GAP SHINGLE OVER RIDGE d: HIPS A5 REO'D) =y, ;. 2-II b.PROVIDE RIDGE VENT (AS REOV) ,. Q. .a::.. \\\\ \... \..:.. -1. FLASH ALL VALLEYS D CASEMENT CXI45 s` r.. ti \•: a 41_4 „ b.INSTALL DRIP EDGE AS REO'D "�\�� \�:. :�,. ..�,�� :21-7 � I S.F. � 9. INSTALL ALL AS PER MANU. 5PEG.'s Z E PICTURE CIR30 11 0 -I I 21-I I O O TYPICAL ROOF t CEILING CON5TRUGTION: Z ' • NEW ROOFING AS NOTED Q • 1/2" GDX PLYWD 5HEATHING (BLOCKING ® ALL PLYWD 5EAM5) LLJ • R.R.,G.J., E G.T. AS NOTED ON PLANS (® SPANS J OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) • MIN. OF R-49 INSULATION Z 1-4 (� TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): J T-i O O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING Z ALL PLYWD SEAMS) N • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE LL W CO • MIN. R-21 INSULATION Lo w Tq • 5/8" GYPSUM BD. WALL FINISH I` = Lo NEW 51DINO NOTE (TYP): O I. INSTALL NEW SHIP-LAP 51DI1`l6 L====jji 2."TYVEK" HOUSE WRAP (OR EQUAL) w 5.INSTALL ALL AS PER MANU. 5PEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER F- 5. 5 DI G SHALL EXTENDNTo TOP OF W FOUNDATION WALL ~ U Z J bO NEW OL05ED P. GONG. STAIR i � J +a i — I I i I e I I i II I I — O W do O "- � 0 z NORTH ELEVATION (REAR) = 0 N0 SCALE: 1/4" = P-011 3 o N w w z w w Q N W O O O p Z H O z a w O f2 H z Y w w = O O O O U IZ Z w N ei N O M PROJ ECT: EARL RENOVATION _ 5805 MAIN BAYVI EW ROAD SOUTHOLD, NY 11971 DRAWING TITLE: 2 3 PROPOSED EXTERIOR ELEVATIONS PAGE: A-202mOl D DATE: 04/22/22 10 OF 11 ti010. :r b (P 0 74py O 0 NEST ELEVATION (LEFT SIDE) SCALE: 1/4" = P-O" Q w w J a 0 J_ H - Z O H Z j Q o t w J J 00 Z t�'I (� � >: 0 � Z vi N L- w CO Lid IM r-1 I` Lo w It w ' ~ U U J Q u u- o 4" FRESH AIR VENT O L THROUGH ROOF k 3"i Q � d � I \ I I I I FULL BATH MASTER BATH EXISTING FULL BATH EXISTING MASTER BATH I -J v _ �_----i---f I NOTE: ALL PLUMBING WORK ALL PLUMBINO 4 a O p� QQ FUEL GAS WORK IX r— I 1 I 1 SHALL CONFORM TO R EXISTING u. O :2111 1 1 1 :2111 1 1 1 p I I LOCAL PLUMBING CODE LAUNDRY SHALL CONFORM LL � 1 I 2 2"1 1 t� I � I LL CLOSET TO LOCAL 3 0 Q 1 I I I PROVIDE "ABE5C0 FP200 FR p I CJ I '� p PLUMBING CODE $ 0 U X B 1 12" I B j 2 1 EXPANDIN5 FOAM" (OR EQUAL) z I . 44 X 3 I I / Q4 z FUEL 6A5 z N w i I I I I AT ALL PENETRATIONS IN FIRE I j U t pQ 0 v I j U 1 p� LEOENDO I I 1 RATED WALL5 AND ua I 31 W.G. _ = W.G. I �I 1 loun I FLOORS/CEILINGS. PRODUCT N1 1= xl :v $I 1= U T R P PING PENETRATIONS• N I- " I I I- " I CONFORMS TO ASTM E 814, cV I :N N 1= m m = I : ry1 1= I ————— SUPPLY N i N w I I— Q1 :� TUB I— �I TUB I. PROVIDE "ABESGO FP200 FR w H TUg I I TUB I ASTM E 84,AND UL 14"ia —1 — 1 — ' — EXPANDING FOAM" (OR EQUAL) ? 1 ---E --------= -----------------I ---� ----- ----- _= GOLD WATER AT ALL PENETRATION5 AT WALLS F- G.O. 2 g" g" 2 t ..—..— .._.._..—..—.._.. _.._ _. _...ply.—. —. _ _. .._.._..�.._.._.._.._ .may.._.._. _.. — — SUPPLY AND FLOORS/CEILINGS. W Q �� 2.PRODUCT CONFORMS TO ASTM E viZ RELOCATED FULL BATH RELOCATED KITCHEN NOTE: 814, ASTM E 84, AND UL I4"ta 00 0 „ PROVIDE "ABESGO FP200 FR � 2 ALL PLUMBING WORK EXPANDING FOAM" (OR EQUAL) Z --�— SHALL CONFORM TO FULL BATH KITCHEN I AT ALL PENETRATIONS IN FIRE LIVING Z I RELOCATED _ Q r-'�- LOCAL PLUMBING CODE RATED WALLS AND I I 1 I p 1 FLOORS/CEILINGS. PRODUCT p KITCHEN ROOM Z O 2111 I 2"1 1:211 O 1 1I j CONFORMS TO ASTM E 814, O w z H B I 1:211 i I 3" AS REQ D-j I I CLEAN T LL LL I B i ASTM E 84, AND UL 147q V w Q4 AS FIREPLACE N H cr I 4 I Y w _ 1 1 I I `-� EXIST. F.A.I. TO 1 Qa X I t `V Zix _ _ w 0 REMAIN �� w RANGE 0 I „ 11= - 1 � m _ 1 %v 0 0 0 I- I I 14A cVi :� ry ivl N 1 d 0 a z I TUB DW �i �- �i I� TUB �- DW t m ---------------- -S---•-�------- -=- --- --------- _.._.._.._ ._.._ _.._.._.._.. \/ G.O. GRADE CONNECT TO I GRADE N �I N 4 EX I GAS SUPPLY M MAIN DRAIN 4" HOUSE SUPPLY SYSTEM G.O. TO BURIED PROPANE j > z 4' TO SEPTIC7vx , w -�^ TANK PROJ ECT: SYSTEM EXIST. j w th N WATER ARL < < HEATER ! Q EXIST. BOILER RENOVATION I I '-0 PRIVAT;=J ' WELT_ W 5805 MAIN BAYVI EW ROAD FL.UME31 NC RIE-)ER - DRAIN / NASTE / VENT FL.UME31 NC RISER - SUFFL Nr CAS RISER - SUPPLY' SOUTHOLD, NY 11971 5GALE: NT5 50ALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-10 Im 0 1 1 DATE: 04/22/22 11 OF 11 �R,E,D tp OF