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Home My WebLink About45202-Z ✓n2i.,:�j �oOSOFFULK Grp Town of Southold 10/26/2021 y� P.O.Box 1179 z 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42486 Date: 10/26/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1210 Arshamomaque Ave, Southold SCTM#: 473889 Sec/Block/Lot: 66.-2-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/31/2020 pursuant to which Building Permit No. 45202 dated 9/14/2020 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 entry, outdoor shower stall and attachedag_rage,to existing single-familX dwelling as applied for. The certificate is issued to Kesicki,Paul&Kirsten of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45202 6/23/2021 PLUMBERS CERTIFICATION DATED 6/22/2021 Jos h uomey ri- r0ized i Anature o�gU =oTOWN OF SOUTHOLD �� Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY 1%Q�aruu foo 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#: 45202 Date: 9/14/2020 Permission is hereby granted to: Kesicki, Paul 1210 Ashamomaque Ave Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1210 Arshamomaque Ave, Southold SCTM # 473889 Sec/Block/Lot# 66.-2-28 Pursuant to application dated 8/31/2020 and approved by the Building Inspector. To expire on 3/16/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,354.80 CO -ADDITION TO DWELLING $50.00 Total: $1,404.80 ildingnspector oF so��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlinP-town.southold.ny.us Southold,NY 11971-0959 sc' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Paul Kesicki Address: 1210 Arshamomaque city,Southold st: NY zip: 11971 Building Permit#: 45202 Section: 66 Block: 2 Lot: 28 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T Best Electric License No: 49446 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 46 Ceiling Fixtures 12 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 15 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 16 CO2 Detectors Sub Panel 100A A/C Blower 1 Range Recpt Ceiling Fan 3 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency FixtureSH Time Clocks Disconnect Switches 3g 4'LED 2 Exit Fixtures Pump Other Equipment: FP, Floor Heat, Mini Fridge, 30 Circuit Panel - 22 Used Notes: First and Second Floor Addition and Renovation of Entry Inspector Signature: ��? Date: June 23, 2021 S.Devlin-Cert Electrical Compliance Form.xls Town Hall Annex ; Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 . Southold,NY 11971-0959 BUILDING DEPARTMENT �f TOWN OF SOUTHOLD EC OCT - 8 2021 I.D BUILDING DEPT. TOWN OF SOUTHOLD - ' C RRT I F-I_C-A-T-I O_N Date: JZ2_ [2-02- 1 Building Permit No. 'q5 Z Owner: t u- ofICfi �I�S_�EnC_Sl C� '- - (Aleasepririt) Plumber: S_ 71 orn�_ - - lease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Plumbers Signature) Swom to before me this 2 day`of l , 20 Z 1 t Notary Public,=5 -60 Lis owity JOHN P LICCIARDO NOTARY PUBLIC-STATE OF NEW YORK No. O1 L16259018 Qualified In Suffolk County t My Commission Expires April 02, ioN hoy� Q� #laf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION IST ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ -] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ "] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Y 7-1 q ml DATE INSPECTOR 50//Ty�6 L;4 f� l 2/ * TOWN OF SOUTHOLD BUILDING DEPT. - courm, 765-1802 -INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE �L- INSPECTOR OFSOUI # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1602 INSPECTION [ ] FOUNDATION 1ST" [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rSLATIOWCAULKING U FRAMING /STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -- 6 l — f?Avrl LVbi Y1`L ot GA�� )4,A &AYO-i" &Alb a14 Rew 1 - d DATE INSPECTOR so # TOWN OF SOUTHOLD BUILDING DEPT. °`�rournr '� 765-1802 - INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. A-- ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR c� XRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95`h St,C9,Brooklyn,NY 11209 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 New Egress Window Well Cover and Ladder Basement Railing ry, r,y a;r d i i s,; � 5,"),o 2- Operating Operating Business Address:1075 Franklmville Rd,Laurel NY 11948 CRnECTURE Brooklyn Office:450 95"St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklmwlle Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 D CSC " VE October 7, 2021 OCT _ 8 2021 DD BUILDING DEPT. TOWN OF SOUTHOLD Southold Town Building Department P.O. Box 1179 Southold NY 11971 Re: Kesicki Residence 1210 Arshamomaque Ave Southold, NY 11974 To John Jarski, Per the final inspection for the address listed above,these photographs were requested.The photographs include the new Egress Window Well Cover, ladder, and the new railing at the basement entry. Please see the photos attached and let us know if there is anything else you would like us to provide. Thank you, Jessica Magee AMP Architecture,PLLC Administrative Coordinator Office: 516-214-0160 Email.jmagee@amparcbitect.com RCHIiECiURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95"'St,C9,Brooklyn,NY 11209 �� Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 October 7, 2021 D EC E V E OCT - 8 2021 DD BUILDING DEPT Southold Town Building Department TOWN OF SOUTHOLD P.O. Box 1179 Southold NY 11971 RE: Kesicki Residence 1210 Arshamoamque Ave Southold NY 11971 To whom it may concern, Based on my inspection at 1210 Arshamomaque Ave,Southold the foundation and insulation was completed to meet NYS Building Code. Please contact my office if you have any questions. k D A` Sincerely, O' on Anthony Portillo, RA, LEED AP ® N ENN 131 • • • • ° a --CONOWNTS FOUNDATION --------------------------- ROUGH]FRAMING& PLUMBING NSL . . CODE.STATE ENERGY w ., ��!�.: tom,. ,► , , 1 ME �. WA 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 j Survey Southoldtownny.gov PERMIT NO. v Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20,Z Single&Separate Truss Identification Form =Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c "Phone: Expiration 20 _�A) Buil mg In ecto A LICATION FOR BUILDING PERMIT AUG 3 1 2020 Date August 27 , 20.20 INSTRUCTIONS BUILDING DEFT. ; a.T applieatioIT MkJfTOlBUornpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. ; b.Plot plan showing location,of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application'may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. 4 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 month's 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 ' d regulations,and to admit authorized inspectors on premises and in building for necessary inspections'. Signature of applicant or name,if a corporation) 1075 Franklinville Ave., Laurel NY 11948 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect Name of owner of premises Paul and Kirsten Kesicki ' (As'on the tax roll or latest deed) If applicant is apoporation, signature of duly authorized officer (N a and title of corporate officer) - Builders License No. Plumbers License No. , - Electricians License No, Other Trade's License No. 1. Location of land on which proposed work will be done: 1210 Arshamomaque Avenue Southold, NY House Number Street Hamlet County Tax Map No. 1000 Section 66-. Block 2, Lot 28 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential One Family b. Intended use and occupancy Residential One Family t4J 3. Nature of work(check which applicable):New Building Addition X Alteration X 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 NIA If garage, number of cars Proposed 1 car garage 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 40 3' Rear 40.3' Depth 31.3' Height 22 9' Number of Stories Dimensions of same structure with alterations or additions: Front 58.1' Rear 58.1' Depth 36.4' Height22.9' Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front 96.47' Rear 111.25' Depth 174 22' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 Non-conforming 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises Paul and Kirsten Kesicki Address'21°"'s'1e"'°"a° Avenue,SouUm'°,' Phone No. 631 492 0507 Name of Architect Anthony Portillo Address 107SFra"W'"vineAve,Laurel nn„aas Phone No 516-214-0160 Name of Contractor Address Phone No.- 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOx,, * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF c�� 11c being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn,tq before me this of ell `-ice 20 2'J L Not Public ori c rl< a S' e o scant �' F NOTARYPUBLIC,STATE OF:YEWYORK Registration No.OIMC6368447 Qualified in Suffolk County Commission Expires December H.2021 Scott A. Russell ,��°su �� ST0]K1��1 WA'7C']EIR. SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 v" 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) j - DOES 'T FHS PROJECT R4VOLyl: ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ®❑x A. Clearing, grubbing, grading or stripping of land-which affects more than 5,000 square feet of ground surface. ®E1 ,13. Excavation or filling involving more than 200 cubic yards of material j within any parcel or any contiguous area. ❑❑x C. Site preparation on slopes which exceed 10 feet vertical rise to j 100 feet of horizontal distance." ❑Q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. -- -- S.C.T.M. ": 1000 Date. APPLICANT" (Property Owner,Design Professional,Agent,Contractor,Other) i District NAME" Francesca WA9,nan AMP Architecture 66 2 _28- 08/27/2020 Section Block Lot Contact 516-214-0160 FOR BUILDING DEPARTMENT USE ONLY Information. ! - - - - - - - - - - - - - - - - - Reviewed By: ! Date: j Property Address/Location of Construction Work: I — — — —_ — — — — — — — — — — — — — l ! 1210 Arshamomaque Avenue Southold NY I �V Approved for processing Building Permit. l ' Stormwater Management Control Plan Not Required. 1 Stormwater Management Control Plan is Required. j (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Building Department Application -AUTHORIZATION (Where the Applicant isnot the Owner) I r A I� I��z,, ,I�. residing at � �_ �� ;.a�-�,_�-,:,�-,, .�_C. v C (Print property owner's name) (Mailing Address) .S c> -• I,.` I,V < <� `� do hereby authorize AMI'Architecture (Agent) to apply on my behalf to the Southold Building Department. <r a' l (Owner's Signature) (Date) (Print Owner's Name) &veLO BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 {•i- "* Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 :- rogerr(c-southoldtownny.gov seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 0/1 �p�( Company Name: est rL.ec-rrlc, SCLC Name: License No.: f email: -T&c6 cte-ItcQYco-Loo -Co — Phone 01 request an email copy of Certificate of_Compliarace .-a Address.: eW�ct=s 5`r C c�-res- hoc c. f 19,3 JOB SITE INFORMATION (All,Information Required) Name: K< .{c K-1 - Address: 1oZ,lO I��S ci.. c3t�a..0 Ak � C�(^ Cross Street: ` Phone-No.: -Bldg.Permit Tax Map District: 10:00 Section: �; Block: Lot: BRIEF-DESCRIPTION OF WORK (Please Print Clearly) Chi;.dod ►TI C5 a ri rs T-<3---(10� &-�O(L6 LoeC K� -Check All That Apply:- Isjab ready fibr irisp�ection' : E3YESy 0 4 'R6-i66rt f.DFM l- Do'you-need a Temp Certificate?: DYES- '®N.® Issued On Temp Information: (AII information required) Service Size Q1 Ph- []3 Ph Size: A # Meters • Old Meter# RjNew Service ❑ Service Reconnect Underground F]Overhead #Und_erdround Laterals Q1 2 H Frame Pole Work done on Service? N o2 o. o. aY Add'itio'nal lhformation: PAYMENT DUE WITH APPLICATION cA'qa Electrical Inspection Form 2020.x1sx � �\ PERMIT# Address: Switches Outlets GFI's Surface Sconces % HH's 1 I� UC Lts C Fans Fridge HW Exhaust 11 .� Oven Dryer Smokes DW Service Carbon ^- _ Micro Generator , Combo Caoktop Transfer ` -- 4 / AC AH Mini Special: P Comments- ( ' c Town Hall Annex Telephone(631)`765-1802 54375 Main Road Fax(631)765-9502 { P.O.Box 1179 ,Go. Southold, NY 11971-0959 �• BUILDING DEPARTMENT 'NOTICE-.OF--UTILIZATION,OFtTRUSS TYi?E,rvGONSTRUCTION:iP„RE-ENGINE_ERED _WOOD'`CONSTRUCTION111DliDR�TIf111BER-CONSTRUCTION' -� f Date: 08/27/2020 ,,Owner., Paul and Kirsten Kes"icki------ Location _Location of Property:'.._ '1210 Arsh_ amomague ANeten NY -- ft ' ,c f '• ,.y yet, ,,;' .i. ,- •,, _ , .iii ,,_ ,. ' ' Please take notice that the (check applicable line): ;;. New commercial or residential structure, , Addition to existing comm/ ercial or residential structure { ` Rehabilitation to an existing cornmercial,or residential structure 3 to be constructed or performed at the subject property reference,above'will utilize" (check applicable line):' Trussi"type_construction (TT) X Pre-engineered wood construction (PW); .1" ;;Timber c®nstruction;(TC),, - ,-- -in the following location(s) (check applicable line): Floor framing, including girders,and bean's (F)v Roof framing (R) X Floor and roof,framing (FR) 1 j j.?•-fir Signature:_ - -- - -- - - - - Francesca Brennan (AMP Architecture)` Name (person submitting this form):, Capacity(check applicable line): Owner Owner representative -- TrussRegl5.docx Effective 1/1/2015. Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 J APPLICATION FOR CERTIFICATE OF OCCUPANCY A 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 wate'r,supply and-sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. _ 4::,Sworn'statement from plumber-certifying thafthe solder used imsystem:contains less than 2/10 of I%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 unusuafnatural or topographic features. 2. ; A properly completed aPlie'tiori�aiidcons'erit`to'insP'ect'sied'b theaPP"licant.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$50.06,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' T ' 4. Updated.Certificate of Occupancy--,$5,0.00 . 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00',; , Date..08/27/2020 New Construction: Old or Pre-existing Building: X _ (check one) Location ofPro arh'� 1210 1210 Arshamomaque Avenue,'-Southold, NY P _ - _ House No. Street Hamlet Owner or Owners of Property: Paul and,Kirsten Kesitki Suffolk County Tax Map No 1000, Section 66 Block 2 "` Lot 28 Subdivision Filed Map.' Lot: Permit No. Date of Permit. Applicant:Francesca Brennan (AMP Architecture) Health Dept.Approval:.e Underwriters Approval: , ..'JWfS�Ji , Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one)' Fee Submitted: $ ppli a e C I� DWELLING - PUBLIC, WATER DWELLING ' PUBLIC, WATER I sepeb rata.mn tb eemo-veeed w preame eororere re>«gime 3 yl°°'N" ep�`K,'«°""r no`bbF PROPERTY LIN ac«tlav<wlq laep«Lront etadorda era IONYCRR PppeMle l9-A N 26014'00" W 111.2 5' _ _ — — Tho um el steel tats b prehbNed I 3 lhkae othemW apeeNb4 U,e baking etrvaluro/aptem n,w fallown - - � - ; argtk tat Mall be deakjne F acc«daKe wltlt rowan s-101 as I .. YIIO w ehb etW«d OO' r REM ' S u a mmen,m ou mpeK tm,ea amu have 3o-bah ceveroa asses W I 1 W ` op Wt F-l2 w gore«ro gore locared av«rhe lobe one wHee reap«uvey sous!.emn be eln�er 3o-Inco dlometer.,ere I, r 'z SUBJECT PROPERTY ob Feed-prow lockFg orae Fon severe«ew..nopmtb��„ Z I I � =MSI gads All tov«a otl o\4meya�r•�atoll be dca ,f _ r emm wtth meebn s-ul w wa.ea1d«e ,Fl,en a aeplK tank b ed to be Mtalbe F=trNerrr J« p«Y.Yg eros tb u,tt eeull be dealmcd�totalise to wrtlnta,d \ 1 1 16-30«H40 loading m dealga d by AASMO /- (!��/ s sepeK twee emu be.,aterlga ane comwcted w ea.a aw � ' I iL - aLratne matermla Ime«e rot swject to eveeaNe c«,oebn« LL I 6 All fano mmt be wotertkjG Two metbee w aoKFg tats«e LL walertkj,t doll Lro elfMr vau.Fn teatFg«wo!«prmaure teatkg IL 1 O methom m follows, O I T Vocam a---, testSeal tb enpty tat applg a voaam to far(4) ' t,L tvJne(IPOIrM w merany The taNc b apppproves N 90%e1 voaum b I orb f«Mo mtraten tL D Wet«lm! Seal t2N..fill t«k wwar to sorbs by �' I _ obvatloA be aEnd f«2.1—RefillN,tb tank W Gn wtbt Mer! ft«H,e 344am p«bd b ra,tPlea Let the tank stare 1«on 1 aedl•.lonal 10-I,ov p«be Tho t0'dc b epprthq N water level b bb W f«tb IPinvr p«bd altar pre»ve toatFg b rommnended Baro erorte wt«totonaebn I W �a o�promMrR kaatkn at�arae..�epeneg to.ern rhes I I Q� - = J entrees FtN!ot mcy be fail' I � U J PRE-LAST LONLRETE SEPTIC TANG LOtL+TRWTION REGIIRET 41RI91 � a I 000 P tl Pc ere Mall have o a 2b-dap "tealve atrergN w s,Lod Paha P«equ«e krAl(qU w]D-dap set lu , 3 kbll Mkkroaa dell be a mFFa,m a Yr'ee Fchea unlma tm dmig, ~ I 0 IED bem carelrbd M a raw Y«k LKeroee Prolemkmai ra,gFeer m - I J - wa� wIN all opproprbte roq Faronta f«qF wall ewebvctbn All � r I 1 lb,'�.1e{rom and sop emu a«taF rebr«eFg to newt an appuod PROP05ED J fares w Soo pouncb per sgo-e row(pay V [tc�-' PATIO I �- s Presort car+ete eatbro Nn11 tb aeabe with aro N nN l.rtyl � ryv I I I I i robber pmt Nealant Mkh caNarma to ASTM 4990 YJ ,1\! - 49opt-terratlNNetl emll have 01 aomp«tmeoa SFgle unrc mptk eaMa I ! 1 Z i I shall be Mo two camp«tmente bbyy trmmvcr+e wall The IMC eenpn-tmwd emll have Ilt{vN volume of So-719t w Nn regetred Ilqule I 0 0 0 �I � , nun ad total eyarem capmlty ,^ •£ S NI mw«P¢eea doll Pantrate the vertbw aldewall w the tot and V I'�� IU SITE LAYOVr Norio, _ doll be Ied with gat«of1Kr mean b m the Z 15.3' , 3 I THI5 15 AN ARCHITEOT5 SITE PLAN t 15 OopaLnmt Nuoh m wat«tl�u,salsa shade as tb pgae '' ,I Q SURVEYOR THE INFORMATION SUFFOLK C011l�rl'TAX LOT NO 10006-02-28 gasket Imterod W eb pipe with etoFbm steal rohatmle larp(nl J SUB.EOT TO VERIFICATION BY A LICENSED ITE PLAN b NI loFta shall be eealee m U,at tm talk b watwtlght See section 'Imo' Oi ARLHIFR 5 ��E-TO 7!E ; t %LOT _ - - s-114,Bl0 Tonka that«e tort F pbm regwe prbr q prwol Mom The 9 - ---- - - - - 2 5URVEY INFORMATION WA5 OETAINEP DESCRIPTION ONE R-40 AREA 9 �E'-'- Ocp«bmr¢aW mmt be ratifies ly a Licerood Prefeaabwl 6gFe« ..311. O FROM A SURVEY DAT®JA.Y 27,200-1 TOTAL LOT 16.0036 SF u a mFFant D,o Noor ala won.w a carnets tank mo!be Q 1 FROPoSED AND PREPARED BY, A1oio1 lh1 P-* Jj�I iv EXIST 2-STORY 2-STORY WOOD EXIST HOUSE 1 94645F 59% T Wlerov«pratbal,e«I«eee mptK rata Mau rot m located wlnF d- 3' WOOD FRAMED HOUSE H/ FRAMED ADDITION ggbrm0000etrtnu«MolmmReweaaNrctdael ryarlePaea«ecrotpotot«drytLegotolenolads,mN.bouIpnm,ortmott«haIeD tne«Flre6dven«aptaebladnlch,eadbcd rbeMfm orhNkybstMegpattoicur!,tKboeNabeWler,,tmstn _ _ _ -_-__ 1 - - NATHAN N 111 O PROPOSED ADDITION EXIST WOOD AVENLE - PRED ADDITION 11165-BF (4 BEDROOM) TELEPHONE.(b3)727-2090au-1 to 1 FENCE RIVERHEAD, PROPOSED PATIO 1,0-12[5r bB% _ _ _- tank atoll!b ed to 1D Fchee move Cn t c� _ LOTS - - mpNe waeerproof w Ngna v1 r BASEMENT EL=14.2' �'e recorded/0apatetl ga^a'atar ebvwbn ab leak feared to emtTe EE ON EC FILE OF B 12 FILED ESTATES BLOCK 5' TOTAL AREA FALL STRUCTURES 31550 5 F 197% tlgMroea prbr to operation. HOUSE LONIJECT -__ FILE NO 1472 FILED MARCH,Ib 1946 _ __ MAX E ALIAWED 20% NEW ON D In corse rflen ewKreW tar,ke are lntalled N gam6+oWr.tin - __ - y ISM dealq,prweaabml Man ewnN y wlwlwbro m prove ten X wWe II be wat (wrth«MNaue andarkg« b+e oeeRwn or W CLE AN-0Vf NALm !orabpmd I r I I I.FLOOD MAP DATA FROM" VEY Tho FaupKy eakulatkmo shall be Bale wFg hkjnat MAPNr56I0300I5OH e,yncwe/roa«dee govrl6ater'elovwbn wM Un tank erroty 5011 _ FMAP LOOD TE SEPT 25.2004 savor m top 0/tm tadr(e)shall rot be eenalderee ae,en datotnFFg I6-8' I - - NE X Raeel�i ,a-. aAe. un ansae w_aKltarFg«ballast welylt regvFea - - --- -- -- -----` 2 - - ---- - ---- ---- -- - - -------------------- -- -------- - - -- -- - - - - _ - - --- ` SSeiIL TAKK R6TALLATON 9TANDARIJS, 1I _ - _ _____ •tit n'rt-PG i 2 517E INSTALLED AS F=WIR FENGN6 To EE uG T I Imtall eepek tmla ace«OOYYgg d mal4at««e resatmaldatbro Mlb �ABANDONST.SEPTIC INSTN-LED AS RE[dJIRID BY SOUTHOLD eoNormtg N them etmd«d All geplleable raamrroneatbN I TANK BY Id70N4ENT -( TOWN. provided by The maaractr«Nall be Fpbmented 0 I OF PIPING i ! U 3 No SURFACE WATERS OR WEfWmS ARE - 3 T1n eeptm tot doll to totalled w W-1 F ail d .1-(wIN LOCATED WITHIN 900'OF THE PROPERTY. row maetmm tai«era F ay dMeebn or./oro ga«ter FdJ en a mFtnan }MA tNek bed w prop«IS bvebd ud vmpaefed EDM Oros Man r�- EXI5T WATER 5UPPLY TO REMAIN NEW � � 10th)« I I ') ^' IL -ELEVATI c REFERENCE NAVO 19Db I?i Pea ga+e - / % �Uhm15 1NRBm,PROPOS®WORK ` Y _ i 5 NI autbta hem em mpGe toNt mot be prwWed with m N•dap T 4A.BANDON AIN 10'MIN SEPARATION • 1 500 -NEWI IEA®OR N5 PROPERTE�Ul4eROV®) - -T. THIN 150_ i000-bNEN 3alrtt POLYLOK 1)) 1000-66-2-7 LP '` r �I 1000-b6-2-21 I 20°D-BOXEXI5T t UJ1000.664-22iASPHALT 5The =tk lark Nall rot be INedtNd gest«than 35 fort _ iDRIVEWAY ^ S 64441mra thm an root below dial gado lki t 1000-66-2451000-bb-2-26Alj 1000-664-2'T1000-66-2-25LP. T 1000-66-2-29I�-_%-50 `` SI1000.66-5-7ACHIN6 � 1IOOo-bb-5-5I 1�-66-� N 163°load POOL BY ABANDONMENT ` i pip I000-66-3-16 9 ^374D 5 �O e Tor Mbt Mort ebvotbn emll be a mr,ban w OJ fest OF SIWER PIPING EP '� o EDF NE`t'1 wl-tm Floe Merl elevwbn w aarPlbg meealm me 9 I maNnba amll hese an Mlde duaroter w 2 Feet« t l J sae Qea ar 2 root by 2 for 22 2Q 1' iI _�f PROPOSED SEPTIC, SYSTEM DETAIL PROJECT: 110 AIIlt Pp.perorrwbrm KESICKI EXIST oVERNEAD o �3wM"MCAs�tPaN RNF7.e Rpp9RI,1-Er RW"� "` PNaw m®a,•reaPaan a. RESIDENCE pEL 21.6' t ,a yy 14N,•nlA- ` \ FnOE of PA wAW WN,•OIA . 3 I aORR Sa PYODR-•; SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL �r Er 7 TY 117'75' IN WNmcN!•I•n ° N� soden rn 3 \� e a lu• 1210 ARSHAMOMAQUE § efsaa T �� baa„c SOUTHOLD,NY 11971 I IS N�D��z7 �Toplt�L77TSERVt ARSHAM®MAQUE AVENUE ea.�anm�, �aQ-� F Ne,� er« DRAWINGTITLE b. P=Mn FOR AF RDVAL0T COt7'a-TCUCi'It9•J E04.1 h.A. L AMR)lxca0NL], - SRE PWN • PROPOSED SEPTIC SYSTEM r,`�--':-"e':; ,(; NOTES N T^1_LT)AUl:uS SITE PLAN::Si XO;.'UATc OF\pPnOtrAL i SGALEr I'-0'=10'-0° G ,wcuaaLee oeruem A*ts••="' o"�TM.e n'n'Arwt mlavr.IKe«wsr PAE• s mK®.aa �eaau — SP-100 A�antioor}a}t nCe•.IsEn^;zm18'-V S}3ICT fiLiSi Gr-}R ' ? waa�e.ta•.a.marev,taew+aePFw�l.aa a.eaa-ew.rre,l oo rn m I fwmcakmcTweauU �= of0 ccomf ara:}ccwiG.GILT;�tt7j/rr;.,:ly m Sebnit I eaattwe rat eaw.I i°,�^ ITI DATE:08/29/19 lOF1 or:p.ziti%.^}-',`.'r,2:�nn- gym,®",�e ex�.•ee. - -- Ia m m "s p �I AP RO ED AS NOTED r� ,, DATE: B.P.# �� 00 FEE: BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 I'M FOR THE FOLLOWING INSPECTIONS: r 1. FOUNDATION TVd jEC�UIRED .` FOR POURED CONI_-=,P i E 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION ShALL MEET THE REQUIREMENTS OF THE ODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ., COMPLY WITH ALL CODES OF I., NEW YORK STATE & TOWN CODES w AS REQUIRED AND CONDITIO`JS OF L I i �a . r � J Uj OCCUPANCY OR V USE IS UNLAWFUL . WITHOUT CERTIFICATE OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED 077 Iffy All exterior fighting installed,replace Tcpnlrcd sh,)ll onfc®r to C'lllp�er 77' ,Df the Torn Code PLUM3ER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. z W O tt, U "PLS.. MBIIVI.'.4 /ALL PLOMBING WASTE w t:,WVATER LINES NLED a T71t� �EORE COVERING V W I */ LL �.y.A Y "'. RETAIN STORM WATER RUNOFF 'y PURSUANT TO CHAPTER 236 D r OF THE TOWN CODE. ARCHITECTURE ANTHONY PORTILLO, RA, , LEED 'Am P3% - �� `� �. 13 zo,., L Nor ON loop, 111"m ;1 w ., .... ....... .. U,..a...,...,..a.er.'�,� .. ..:. .,.,,. ... .,, -...... ». .,.........,na�.cxla".,,..aa�.aw.�� .isaux...m.w� .,,a.' ., .a,. ..w.mw.. :.. ,„�:::�we�' -,.� .: ..:.t„, c§iTMa..,x. r."'v.f.a'�,Y�ur�t..ax.t'm, .tvi:'s,?':1`'w "i�� 'e .�,�. �( w "�.,r ,. Ylu. t ;, akiY n-. . ,: a z ,Fi;.n. e:6:x.rs .3',°' Bl ..� am' „ r �. ductwork or , � and duc rk F._.� ' 1075 FRMINKLINVILLE testing required. r . PROJECT: hi LAUREL ■ e J.:19 KESICKI :.: LLC _ Must provide Manuals ��'3 $; D, Jandsa RENOVATION s per NYS Energy Code 1210 ARSHAMOMAQUE AVE. SOUTHOLD, N.Y. 11971 DRAWING TITLE TITLE PAGE PAGE: 0 DATE: 08/01/20 1 OF 13 NOTES $ SFE:G I F I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLAS5 WINDOWS AND DOORS f=A(5E <E*"-r : IT 15 THE CONTRAGTOR'5 RE5PON515ILIT(TO KEEP THIS CONSTRUCTION DOCUMENT BINDER 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 6 BETTER (Fb = 675) UNLESS THE PROVISIONS of THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE 5PEGIFIED. T06ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWI5E NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY ------- ST ALLPRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SPECIFICATIONS,AND 5 FAMILIARIZED WITH THE PLANS PRIOR TO WORK T- 100 TITLE PAGE 00 PROPOSED FIRST FLOOR PLAN 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN R JURISDICTION FINDS BY EXPERIENCE, MODELING, OTESTING BY AN APPROVED CLEARANCES ARE PROVIDED. 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING GLA55 DOORS, 5KYLIGHT5, AND ANY GLA55 UNIT INSTALLED GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD UNLE55 OTHERWISE NOTED. APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS --------- APPLICABLE AS A DERIVED WORK). 4. ALL GLASS UNITS SHALL BE INSTALLED IN S 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. STRICT ACCORDANCE WITH //�� I ®® GENERAL NOTES 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TECO OR MANUFACTURER'S SPECIFICATIONS. I� A-50 PROPOSED SECOND FLOOR PLAN ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, STRUCTURAL DESIGN CHARTS STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION GORE. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING AND AUTHORITIES HAVING JURISDICTION. I RULES SPECIFIED IN 1.1 THROUGH 1.8. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR _ __ 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. A-200 HOEDOWN, ANCHOR BOLT, O PROPOSED ROOF PLAN 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 52 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 STRAPPING & NAILING DETAILS 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. DESIGN DETAILS 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 11 I SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 6• ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 STRUCTURAL DESIGN LOADS WITH THE WORK. GRADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 4. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 6 ® I s�O0 ELEVATIONS 6. NO DEVIATIONS OR CHANES TO THE STRUCTURAL SYSTEM SHALL BE MADE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-44. 4. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH GP.T. WOOD FRAMING CONNECTIONS UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 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 WIND LOADS 7. CONTRACTOR TO VERIFY DIMEN51ON5 OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTO A 140.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 11 FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS f 8. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED REQUIREMENTS. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 A-500 SITE PLAN A-700 BUILDING SECTIONS i 4. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPEGIFIGATION FOR ESTABLISHING AND MONITORING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE NAILING A5 PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS TEMPERED GLAS5. PROJECT/ZONING DATA 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE II. THESE 5ET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES PLUMBING L, O0 DEMOLITION PLANS A-4500 DESIGN DETAILS W PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WA5TE, AND VENT (DWV) = ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC REGULATION5. PLUMBING RISER DIAGRAMS =) 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE X GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 5'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. GAS RISER DIAGRAM C.) SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. uj - 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION -- ------.-.--.--- - ~ G-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED AND AT BASE OF VERTICAL WA5TE PIPES, A-400 PROPOSED FOUNDATION PLAN = J 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE V - J TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALLIb. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS A5 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/6" PER = RUBBISH, WRSTE MATERIALS, TOOLS, ETC., GLEAN GLAS5 AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FOOT. Q BROOM GLEAN. CONNECTED WOOD 7RU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, 1-1PROVIDE ALL NAILING AND 5TRAPPING ADDRESSED ON PAGE5 0-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLESS OTHERWISE NOTED: "` �_'° 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL - DISH WASHER.........................................2" > .. " "'"''"' LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES ,1, . '`"� I6. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL - KITCHEN SINK..................... " AND ORDINANCES. ...................2' GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM - LAVATORY...............................................2" •, :..;�' c;�'-. I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WtORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib" SPAN. WALLBOARD, ASTM G37 SPECIFICATION FOR GYPSUM LATH, OR ASTM G74 - SHOWER/TUB..........................................2 __- . 1. SPECIFICATION FOR GYPSUM SHEATHING BOARD. - TOILET........................................................3" 1 1,. .,r. THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER la. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING - LAUNDRY .................................................2" T>4BL R3O i.� COMPLETION OF PROJECT. A5 PER PAGE 0-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL - FLOOR DRAIN..........................................3" STRUGTURAtL DISI C N LOADS ;ti.< 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRE55URE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. 6. ALL 5Y5TEM5 TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD THROUGH ROOF. USE LIVE LOAD DEAD LOAD �I`- AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.6 STRUCTURAL PANELS: ALLOWABLE `'`e ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF STRUCTURAL MEMBER ---_------- �r, THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE: (A) METAL BY REPEATED BRUSHING, DIPPING, OR 50AKING UNTIL THE WOOD 7. PROVIDE FROST-PROOF HOSE 5155 WITH EASILY ACCESSIBLE DRAIN 6 DEFLECTION 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL DRAIN GOOKS AS REOV.HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW EXTERIOR BALCONIES 40 psf 15 psf INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE PROTECTION. RAFTERS HAVING 5LOPE5 GREATER THEN 3/12 ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, 5GREW5, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND L/180 DECKS 40 psf 15 psf ETC. FOR LOCATIONS SUCH AS: LEDGER 5P., 511-1- PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, W U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. A5TF- FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED W/ NO FINISHED CEILING ATTACHED TO RAFTERS WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITH BACK FLOW PROTECTION. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODEPA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E A075 ANY OF THEM MAY 21, LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. 4. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL INTI=RICK WALLS E PARTITIONS H/180 BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 J015T Mr-MILLIAN 1.4E MICROLAM HEALTH DEPARTMENT 5TANDARD5 AND REGULATIONS. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE G-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND FLOORS k PLASTERED CEILINGS L/360 _---_ PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR I6. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRU55 J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY TO CONGEALMENT OF PLUMBING. ALL OTHER STRUCTURAL MEMBERS L/240 OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/36o APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. i-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED - - FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, NOR ANY POTENTIAL DAMAGE THEREOF. SLEEPING ROOMS 30 psf 15 psf AND 5PECIFICATION5 WILL NOT BE PERMITTED WITHOUT WRITTEN RITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL EXTERIOR WALLS - WIND LOADS W/ BRITTLE FIN15HE5 L/240 p p AUTHORIZATION OF THE ARCHITECT/ENGINEER. GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY __ REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S GORE ELECTRICAL: EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STAIRS 40 psf 15 psf 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMEN510h15 AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. I. ALL NEWLY INSTALLED ELECTRICAL YORK OR APPLIANCES SHALL CONFORM _- ------- - NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE TO 2017 NATIONAL ELECTRIC CODE,NFPA 70 AND 2020 NEW YORK STATE - GUARDRAILS AND HANDRAILS 200 psf 15 psf PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED oNE-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS ENERGY GON5ERVATION CONSTRUCTION CODE. _ 20. CONTRACTOR TO REMOVE $ RELOCATE A5 REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI44.1 CELLULOSIC, EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH.BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD 5PEOIFICA71ON FOR 2. CONTRACTOR WILL IFURN15H A FIRE UNDERWRITERS CERTIFICATE UPON 12 5f FOR ATTIC WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORiGMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. COMPLETION OF WORK. ROOF L.�ADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. SPECIFICATIONS,UNLE55 NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: __-__ 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.5. - GENERALLY,VERIFY OR PROVIDE HARD WIRED "ALL 5"RUGTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I SMOKE DETEGTOR5 w/BATTERY BACK-UP IN: ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) THE STUD LENGTH SHALL NOT EXCEED 25% OF THF ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED) AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL.STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION A. EACH SLEEPING ROOM UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. REPORTS. COPYRIGHT PROTECTION ACT OF 1440 (AWGPA), WHIGHI HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-5ECTION. B. OUTSIDE OF E,A:,H SEPARATE 5LEEPING 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL AREA IN THE IMME7IATE VICINITY OF 25. FOR NEW WALL5, A PERFORATED 5HEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. THE BEDROOMS (GENERALLY THE HALLWAY) GORES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 0-003 b 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 16.2.1 SQUARE AND G. EVERY LEVEL OF DWELLING STATE BUILDING GODS, 2020 NEW YORK STATE RESIDENTIAL GORE,YORK SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC.) NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING STATE ENERGY CONSERVATION CONSTRUCTION GORE. SCHEDULE:). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5GREW5: LAG 50REW5 OR LAG BOLTS SHALL COMPLY WITH AN51/ SHEARWALL 5Y5TEM (INSTALL A5 PER APPLICABLE DETAILS $ MANU. SPEC.'s). A5ME BI6.2.1 5QUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). MECHANICAL, FUEL GAS: 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2016 WOOD FRAME 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE Z CONSTRUCTION MANUAL BY THE AMERICAN FOREST $ (PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN NYS MECHANICAL GORE AND FUEL GAS CODE (AFBPA) AMERICAN WOOD COUNCIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, � 2 TREATED WOOD B FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 2 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/ STEEL 5HIM5 d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. - 0 PLUMBING CODE. SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® FOUNDATION. CONCRETE, AND MASONRY \ / I v EXIST. WALLS $ 12 LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT A55RE Y I AT I O I�lS 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE tii MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® P05TIN67,U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL SUB-GONTRAGTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF L_ ------- 1-- --- WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD I�K KIPS (1000 LBS) a 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFAGTURER'5 -_----- --- _ CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) $ ANCHOR BOLTS, CODE EVALUATION REPORTS. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BFE BASE FLOOD ELEVATION MANU. SPEG.'s 1 MANUFACTURER'S SPEGIFIGATIONS -- --- - ----"--- -�1 CONSTRUCTION GORE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya" BENT PLATE 6' LONG --- - > 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD BLDG. BUILDING MAX. MAXIMUM w H/ b" RISE 8 w/ (2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, SPIKES, AND STAPLES. 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. - J - __� SET 6" DI5T., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. ---moi----- GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 4. FOOTINGS TO REST A MIN.OF 4'-O" BELOW GRADE, UNLESS BM BEAM _ _- �__ �MECH. MECHANICAL ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL OTHERWISE NOTED -J - __ HOLE�)OWN SETA I LS TYF I GAJ NA L I NO/STRAFF I NO REOU I RE1�iENTS FOR — ---- FASTENING SCHEDULE A � I /� I � I - ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I FTS SHEAR, LATERAL W I I F,) RESISTANCE NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAP5 5UB5TITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, ALL STRAPPING TO BE IY4"x 20 GAUGE -- "51MP5ON" EQUIVALENT - G520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (5GHEDULE AS PER AWG 2018 WOOD FRAME 0ON57RUCTION MANUAL TABLE 3.1) HOLDOWN 'A' HOLDOWN 'B' CONNECTION A I I DESCRIPTION FASTENER SPEC. FASTENER NAI !� I I�� R --- _ --___ AND QUANTITY 5PAGING , FO FOUNDATIONS T ROOF � CEILING FRAMING �ry I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY AI6d --- _ __ COMMON NAIL w/o PREBORED HOLES. ENDWALL ENDWALL - - " -" ° RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE �^ 2 2.WOOD 15 A55UMED TO BE DF,#2 4 BTR. IN DRY USE ------------- HEIGHT STUD RR SERVICE HEIGHT STUD CORNER STUD CONNECTED TO :"" CONNECTION: 2 n CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PACE 6-003 PER JOIST TRANSFER SHEAR 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL CONNECTED TO �ry • • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL TRANSFER SHEAR CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 0-003 EACH LAP "51MPSON" HDOa t HOEDOWN ANCHOR ® 2-Ibd COMMON FOR STRAP - 3 8 d COMMON . • • • � HOLES,SET NEN MEMBER. NAILS ® EA. END OF STRAP. CEILING -1015T LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON EACH LAP • • • 2-Ibd COMMON LOCATIONS NOTED NAILS ® b" O.G. $ / ,• • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® b' O.G. $ ON PLANS 10" O.G. IF BLOCKED ■`■.w- "/ 1�T/ • • 0" O.G. IF BLOCKED CORNER P05T " FOR ROOF SLOPES UNDER 5:12 WITH G.J. G.TIES �" 5.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(TO -- --- CORNER P05T ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A cIO ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE C-003 PER TIE "•�"""•-•..." GRAPHIC BELOI^U USE 4 8 d COMMON NAILS "SIMPSON" HDQS �'`' EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END HOLDOWN ANCHOR ® 5LOPE5 OF 5:12 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS 6 SPIKES S TABLE LOCATIONS NOTED e d GR 4-I. ON PLANS e RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Fd CONNECTION 51 B2 I AT RAFTER TO TOP PLATE TO STUD WALL FRAMING a HOLDOWN INSTALLATION OPTIONS: CONNECTION: FOR NEW P. GONG. FOUND.'s ° ° ° FOR STRAP - 3 8 d COMMON NAILS a E32-'" TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT W HOLDOWN CAST IN PLACE w/ THREADED ROD .�'"� r — - -- - • . EA. END OF STRAP: ' ' TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST P GONG OR NEWLY GURRED FOUND•'s ~ SEE WHEN IN TOWN OF (SLIP OR NAILING j 1 _- -1/a"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO fes/ • • NOS GEOMETRY EXCEEDS THAT PERMITTED IN • • �-- Lj CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY � ---� B MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. H ADHESIVE), $ FOR TEMP.'S 0°F-40°F USE "51MP50N" AT I 51MP50N # H2A (OR EQUAL) RAFTER TIE " ----- (HIGH STRENGTH ACRYLIC ADHESIVE) ., � HEADER TO HEADER (PAGE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGE5 cu-) J FOR TOENAILING - 5 8 d COMMON NAILS `��_ FOR EXIST /NEW G.M.U. (GONG. BLOCK) USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP 2 COURSES 50LID $ CAST IN PLACE HOLDOWN CONNECTION '-••--•._.__"• � FOR G.J. TO R.R. - of 16 d COMMON NAILS -- - ,. ♦,♦.',`� w/'7/b"tP THREADED ROD REQUIREMENT5 FOR - •...... BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED C.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) 2-Ibd COMMON I� PER FOOT . :•, HOEDOWN 'G' HOEDOWN 'D' APPLICABLE) EAI6 Ld ATE COMMON TO u�,ILBOVE $ OR BELOW IV FOR G.J. TO G.J. - q 16 d COMMON NAIL5 FLOOR FRAMING FOR NEW $ EX15T. FOP, NEKLY POUREDCONNECTION GI G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST - FOUNDATIONS FOUNDATION ® ONE STORY ONLY --- -- • (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END HEIGHT STUD X-CONNECTED ORNER STUD ----- ------ --- TOI n i „�k :, - • . o j, .•�.,.. ., ._ ,. .._ .. . � ... �.L.,1 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQa (3) 2x FULL -' • G2 ° TO STUD CONNECTION: BLOCKING TO SILL or 3-Ibd COMMON EACH BLOCK HOEDOWN ANCHOR ® 2-Ibd COMMON HEIGHT STUD ..--••"'•• • TOP PLATE (TOE-NAIL) LOCATIONS NOTED NAILS ® 6" O.G. $ " .-" '- I ° ON PLANS O" O.G. IF BLOCKED Gtt 1 I CORNER POST FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST T17( o NAILS a EA. END OF STRAP ( JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST ° ° I FOR EA. PLATE TO STUD ABOVE $ OR 2-I6d G M N _ ; i BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS a i " O.C. ■ �``-. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT — • `• ROOF SHEATHING e d S STRUCTURAL PANELS:\ SOLID INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD d °e ' a "SIMPSON" ST D14RJ CONNECTION DI $ D2 BLOCKING PERIMETER EDGE ZONE s ad COMMON 6" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: a EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. UP TO q" RAKE OVERHANG -- _ FOR NEW P. GONG. FOUND.'s --------_-----__-_- - AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATHING HOLDOWN CAST IN PLACE w/'1/a"O THREADED ROD 41 FOR EXIST P GONG. OR NEWLY GURRED FOUND-'5 • • PLA7E(5) CONNECTION: D2 -1/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO I/2" MIN. E ••-•----•--- GYPSUM WALLBOARD CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY FROM � � 1 � 5d COOLERS '7 EDGE / ISO FIELD ADHESIVE), $ FOR TEMP.'S 0°F-40°F USE "SIMPSON' AT CORN'_R o ° FOR STRAP - 3 a d COMMON NAILS ® EA. ---__ --_--—_— - - __ (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR • SPECIFIED ON I °•�. ° END OF _TRAP (WRAP STRAP UNDER SILL FL.) WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN ° ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - w/-i/a"O THREADED ROD -2 _i�'_ d COMMON NAILS ° i N STRUCTURAL PANELS ad COMMON 6" EDGE / 112" FIELD d ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / ISO" FIELD ■. FLOOR CONNECTION w/ # LP74 SIMPSON (OR I.-..........--.__• .STRAP w/(3) NA I L I NO/5TRAFF I NCC @ W I NDON/BOOR HEADER ` STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES � '"�.._"� ad NAILS® EA.END — --_ --- - OF EA. STRAP TO EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) ALTERNATE USE NOTATION: 5IMP50N H25A) —— --- STRUCTURAL PANELS: A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.'7,P. 189) GONNEGTI ON E .......— Z B - NUMBER OF 51LL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.235,P. 291) I" or LESS: ad COMMON b" EDGE / 112" FIELD W -". --"""" • GREATER THAN I": IOd COMMON b" EDGE / 112" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2015 WFGM,TABLE 3.23C,P. 292; -.... •-~""""" • ALTERNATE AS PER TABLE 3.23D,P. 293) �- ,.. ••• - - -_- VO D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ED O.G. AT THE PANEL . GE. A D (201a WFGM,TABLE 3."i, P. Ib9) - �\ AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHING NAILING IS IREDUCED. E - NUMBER OF JACK STUDS a EA. END OF HEADER (2015 WFGM, TABLE 3.22F,P.tab) i ° .6 FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 5ILL(5) ® EA. SIDE t PLATE(5) CONNECTION SHEAR GAPAGITIE5, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUIBLED, OR G (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 3.b, P. 191) °° d °d ° a SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED To MAINTAIN THE LOAD PATH. ■.,°:..: ° d e ° ° d. 2 _ WHEN WALL 5HEA7HING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E `""' " .� ° ° ° ° FOR STRAP - 3 8 d COMMON NAILS EA. s NAILS SHALL BE PERMITTED TO BE REDUCED To 1-16D NAIL PER FOOT. - FOR ROOF 5HEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' QN EACH w FASTENING SCHEDULE B •• ° da °d < ° END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHHALL BE ° F ROUGH OPENING FRAMING REQUIREMENTS FOR KNIMOW/DOOR OPENINGS " """" a d° �° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) - "."� _2_ _Ih_ d COMMON NAILS A NOTATION ROUGH �= `°■,�'✓' ;, 2'-o" 2 1 1 1 I 1 f :4\ r 41-0" 4 I 2 2 2 2 GABLE ENDWALL :e. 1, 5F I � NO OF TOF FIAT • BRAG I NG/STRAPfi�I NO - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 6'-O" � I 3 3 3 3 FOR RAKES 12" OR (B) - REQUIRETOP PLATE S SILL PLATES OF 2"xb" (MIN.) 'h• " BLOCKING 2 a' " '7 2 5 4 4 4 }— SPLICE BAYS BACK ® LENGTHLESS PROVIDE -o TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'-0" O.G.:��Toi`CHEIVE RAKE O.H. FOR WIND - EXPOSURES E340 - FOR WIND - EXPOSURES B$G - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF PROJECT: BUILDING MINIMUM SPLICE'''` BUILDING MINIMUM SPLICE''" t H H F DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) K ES I C K TYP.STRAP w/(3J -,--- ad NAILS EA. END RENOVATION 12'-O" 2'-O"/2'-6" 12'-0" 3'-p" of EA. STRAP I b'-O" 3'-O"/3'-q" I6'-O" 4'-0" ATTIC ANG#�OR BOLL S�E� 1 F I SAT ONS 20'-O" 4'-0"/5'-0" 20'-0" 5'-0" fl - BLOGKINO 2 BAYS 1210 ARSHAMOMAQUE AVE. CORNER SPECIFICATION (2018 WFGM TABLES 24-O 4-O�/5'-O 24-O� b-O 3.2A $ 3.25, P. 15-1-160) BACK a 4'-0" O.c. � SOUTHOLD N.Y. 11971 CONDITION 3q FOR ALL STRUCTURES: 5/a"4P ANCHOR BOLTS a 3q" O.G. 2a'-O" 5'-O"/b'-3" 2b'-O" 1'-O" DRAWING TITLE: '+ 32'-0" 6'-o°/T'-6" 32'-0" 8'-0° SECOND FLOOR HOEDOWN, ANCHOR BOLT N –- - —- ---- -- , NOTES: I.TABULATED SPLICE LEN67H5 ASSUME TOP PLATE-TO-TOP PLATE STRAPPING, & NAILING DETAILS CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE I. MIN. 7" EMBEDMENT INTO CONCRETE LENOTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-0"/10'-0" 40'-0" 11'-O" BLOGKINO 2 BAYS STRUCTURAL DESIGN LOADS PROVIDE AN EQUIVALENT NUMBER OF NAILS' w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK ® 4'-O" O.G. END 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDING LOCATED 501-0.1 501-01, 151-0.1 CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TYP. STRAP w/(3) iv TOP TWO COURSES SOLID - ad NAILS, EA. END T 3.TABULATED SPLICE LENGTHS ARE BASED ON b FOOT WALL 60-O -12 O -/15 O (001-01, 16 O OF EA. 5TRAP HEICHT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT PAGE: 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE •70'-0" 14'-011 -70'-0" 1q.-O" FIRST FLOOR - -- NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTORA Avw& 0 0 5. ANCHOR BOLTS ARE TO BE BETWEEN b" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-O" I6'-O" 50'-0" 22'-O" FROM ENDS AND CORNERS (TWO a CORNERS) a'WALL - 1.125 11 11 1 1 - A-;e (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOGKINO 2 BAYS II'WALL - 115-M THIS COLUMN W MULTIPLIER BACK ® 4'-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 15 FOR lo'-O"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD E MATERIAL DATE: 08/01/20 3 OF 13 MISCELLANEOUS FRAMING GRAPHICS GONTINUOUS BUILT-UP GIRDERS, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REG'D FOR FRAMER TO HAVE A REELOCK I NG FOR f=LATEORM HOOD FRAMING WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENC INEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) I BETWEEN 1/6 CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCK I NC UNDER LOAD BEARING WALL THREE OR MORE 5UPPORT5, JOINT5 ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.32" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. NON-LOAD BEARING WALL OFFSET FROM SUPPORTA (2)ROWS IOd NAILS 0 12"O.G. THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T STUD B (3)ROWS Iod NAILS 0121 o.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE 5ERVE5 A5 FIRESLOPPINO. STUDS P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 5USFLOOR (2)RON5 V2" m BOLTS 0 12"O.G.5TA5GERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 5. FOR PLATFORM FRAME CON5TR)OTION: THE SOLE AND DOUBLE SUBFLOOR G DBL.® ENDS TWO-PIECE SOLE PLATE EVIL T UP GIRDER P MAX,52" PLATE SERVE AS FIRESTOPPING. D (2)ROWS I/2" m BOLTS® 16"O.G. NAILING:TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE 50LE PLATE SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES A5 FIRE5TOPPIN7. E (2)ROWS 1/2" d BOLTS 0 24"O.C. EACH PIECE, OTHERS STAGGERED WITH A DISTANCE $ETNEEN I/6 rj 5. FIRE5TOPPING SHALL EE :2 INCHES OF WOOD BLOCKING F (2)ROWS 3-5/8"TRU55LOCK SCREWS 0 12"O.G. 3 /4 OFA OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL \ \ OR OF NONCOM-51)5TIBLE FILL. SCREWED ON(I)SIDE OF MEMBER LINE; OR 6IRD'ER5 ARE TO BE NAILED FROM EACHool •. (2)ROWS 5-3/8"TRUSSLOCK SCREWS 0 Ib"O.G. P lool 6 51DE w/ IOd NAILS, TWO NEAR EACH END OF EACH "I h. FCR PLATFORM FRAME CONSTRUCTION: THE 50LE SCREWED ON(1)51VE OF MEMBER o0olo JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52 1 AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN H (2)ROWS 5-3/8"TRUSSLOCK 5GREW5 0 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. J015T SCREWED ON(1)SIDE OF MEMBER P THREE-PIECE -1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND MAXIMUM OFFSET (2)ROWS 5"TRU55LOGK SCREW5 0 12"O.G. BUILT UP 61RDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER p. 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE A5 FIRESTOPPINC. MATCHED 51ZE OF BLOCKING K (2)ROWS s"TRUSSLOCK SCREWS 0 Ib"o.C. PIECE, INCLUDING INTERMIDIATE JOINTS AND W/ THE 4 UNDER NON-LOAD BEARING FIRESTOPPING AND SCREWED ON BOTH SIDE OF MEMBER BLOCKING - OTHERS 5TAGIGERED W A DISTANCE OF NOT MORE 1 3 8. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 32" O.G. STUD L (2)ROWS 5"TRU55LOCK 5GREW5 0 24"O.G. $ETWEEN I/6 DOUBLE PLATE SCREWED ON 50TH SIDE OF MEMBER 3 V4 of A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOCKING OR THE EOUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NG BRAG I NG NOTE: STRINGER TO SERVE AS FIRESTOPPING. GANTI LEVERED FLOOR 1.BEAMS b HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED PLAN SHALL USE CONNECTION PATTERN 'A'WHEN W OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR CABLE ENDWALL E CONNECTION PATTERN 'B'WHEN 10' OR LARGER p _ FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORINS: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL STUD OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP ORDER p GIRDERS ARE TO BE SECURELY ANCHORED TO / I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH GABLE END O FIRE5TOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR BAND SOLE PLATE 2"x4" CONTINUOUS TRU55 MASONRY PIERS, NAILED TO WOOD POSTS OR i THE VERTICAL OPENING 15 SEALED BY PLASTER bN THE GEILIN6 W LATERAL BRACE 0 &'O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE ' LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED 2) IOd NAILS TRU55 OR V „ J015TAHAY BY G.J. PLATFORM FRAME CONSTRUCTION 5HRINKAGE I RACKS OF THE NTS INTERIOR FIINO INNISH. PLASTER CEIL NG ON AND OUT THROU5H AL Lii NA I La NG PATTERNS FOR SIDE LOADED BEA1� S ie. FLUSH BEAMS) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10) 8d -LOCATIONS REQUIRUNG FIRESTOPPING- _A5 FIRE5TOPPING. ~ J � NAILS FIRE- FIRE- HOOD FIRE5TOPPIN6 10IRESTOPPIN6 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, 5TOPPIN6 STOPPING FIRE- FIRE- SOLE MULTIPLE-PIECE MEMBERS STOPPING STOPPIN5 _ JOI5T • 5d COOLER NAILS 0 10" O.G. NAILED' BOLTED' OGKING 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd S Rows Ibd ROYLa14' 2 itowsX, 2 ROWSXI" L COMMON COMMON AO BOLTS BOLTS w/(4) IOd NAILS BOLT;•�a" VERTICAL O 12"O.G. • 12"O.G. O.G.L S a 2RETJ' O 12"O.G. •b"O.G. FIRESTOPPIN6 WHEN ' STUD GYPSUM BOARD 20 ga.STRAP TWO ROW5 12"O.G. THREE ROWS 12"O.G. COVERING Is .JOISTS TO UNDERSIDE OF Y. LOCATION I LOCATION 2 LOCATION 5 p G DOUBLE PLATE * 5d COOLER NAILS® Io" o.G. (10) Sd NAIL BEAM SELECTION w/ STD. NAILING " o " o 0 o LOCATION 4 w ENDWALL STUDS AS NOTED IN NOTES -7 $ 8 J015T SHALL BE LOCATED DIRECTLY '"NOTE: E DENOTES ALT.FOR USE OF DRYWALL 50REN5 5 NONCOMBusTIBLE ALTERNATE OVER 5TUD5, UNLE55 TOP PLATE 15 4"0 EDGE/12" 0 FIELD FULLY BLOCKED FOPPIN1 PPIN6 LOCATION I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 �� WOOD FIRESTOPPIN6 OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS#6 - Va°TYPE W OR 5 F RESTOPPIN6 THICKNESS OF THE ME 2.BOLT HOLES ARE E BE THE SAME DIAMETER MBER.USE HASHEFLS UNDER HEAD AND NUT. O O O O O O O O AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. LOCATIONS LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL 0 O ' INTERIOR STUD DETAIL OVERLAID ROOF s.STAGGER EACH ROH OF FASTENERS BY 12". O OO OO 0 OO OO O O O `M ` AGE 2' P 5 NOT a ATTACHMENT @ VALLE`r 4.FORA THREE-PIECE MEMBER,THE SPECIFIED NAILING Is FROM EACH SIDE. o. .¢:+, TO BE FILLED ,�� ® NONCOMBUSTIBLE FIRESTOPPIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 �� - �\ APPROX.I INCH THICK �. BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR a"O.G.NAIL 5PAc1N6. LOCATION -I STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ T.2 ROWS OF Ibd COMMON NAILS(12"O.GJ FOR DEPTHS 12"OR LE55 FIRESTOPPIN6 LOCATION GI 4 8d NAILS LOCATION 8 0 EA.END 0 R.R. 6.B ROWs OF Ibd COMMON NAILS(12"0.0)FOR DEPTHS OF 14',Ib' < Ib". LOCATION 10 FULL WIDTH 2"x BLOCKING z i H 0 GONSTRU�TI OI `� DETAILS Y ` I IND LOAD FA H GONNEG I ION DETAILS N TOP PLATE DRILL 2"0 INTO ROOF DECK FOR 57RAPPIN&INSTL. NOT TO SCALE INTERSECTION DETAIL EXIST. OR NEN NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd ONTIN000S LONER TOE NAILS NOTED CONT.$LOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW b EX. R.R. AS SHOWN K I NC STUDS PLAN VIEW NOTE: 51MILAR 0 'SHED' WOOD JO I S WOOD JO 1 ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING0 JO I ST HANGS GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR INSTALLATION OF GL I NCHED NAILS INSTALLATION OF TOE-NAILS C I RDER/HEADER— WOOD GIRDER WOOD JOIST JACK 5TUDS z MAIN MEMBERLu y� o � 0 I — ,JOIST 7 FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH W 1 TH GIRDER/HEADER TYP I GAL HEADER CONNECTION a 0 I. TOE-NAIL5 SHALL BE DRIVEN 0 AN ANGLE OF MEMBE DIAM.X S APPROX. 30° w/THE MAIN MEMBER E STARTED APPROX. ), THE LENGTH OF THE NAIL FROM THE MEMBER END, 1. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, 5TRAI5HT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A ci0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR TH15 APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER----- _ 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD P BOTTOM PLAT BOTTOM PLAT ' o {I IN EA. SIDE WHEN FASTENED TO A 2'xb" TOP PLATE. AILS PCZ BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE <_ GHIM. CHASE SECURING @ STD. SIDE WALL WALL STUD 7 A NOTE: PROJECT: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD GONNE(fTI ON N/5TUD5 TO ATTIC FLOOR d BLK'G TO R/L 51DE5 w/ STRAPPING TO R/L SIDES) O K ES I C K O Y TOP PLATE ® WIND RESISTANT CONSTRUCT ON CONNECTORS RENOVATION O--moi to Q GHIM. CHASE WALL z NJq *& 'o * GONNEGTI ON LOCATION: PART NUMBER: NOTES: z RIDGE-TO-RAT=TERS 6520 © 21 " APPLY TO EACH PAIR OF RAFTERS 1210 ARSHAMOMAQUE AVE. A� Q x RAFTER-TO-WALL H-i APPLY TO EACH RAFTER SOUTHOLD, N.Y. 11971 ROOF o a o a RAFTER-TO-PLATE H8 or H2APPLY DRAWING TO EACH RAFTER .5 TITLE. z WOOD FRAMING CONNECTIONS REG2'D BLOCKING J Q PLATE-TO-WALL STUD 6520 @ 18" WIND LOADS TO ALIGN w/ STRAPPING Q �W �- APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE ®z d 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 6520 36" APPLY TO EACH WALL STUD THE FIRST FL. w FLOOR/GLG. _j ® HEADER-TO-JAG< STUD 6520 © 12" APPLY TO EACH JACK STUD I CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOINN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END PAGE: IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE SIDE VIEW PLAN VIEW (USE WITH 3" SQUARE WASHERS) A-20 :1 USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDEID INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. DATE: 08/01/20 4 OF 13 SITE LAYOUT NOTES: PROJEGT f ZONNC. DATA j 1. THIS 15 AN ARCH I TEGTS SITE PLAN 1521 SUBJECT TO VERI F I GATI ON BY A L I GEN5ED II SURVEYOR. THE INFORMATION TAX MAP # 1000-66-2-28 REPRESENTED ON TH15 SITE PLAN 5 TO THE --- -- - - -__ ARCH I TEGT'5 BEST OF KNOWLEDGE. ZON I NC D 15TR I GT R-40 NON-CONI-ORM 1 NC 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED NOVMEBER 25, LOT AREA 16,00 .64 S.F. 200q AND PREPARED BY: NATHAN TAFT GORWIN =-- -- LAND SURVEYOR EXISTING PROPOSED P.O. BOX 1 oi31 ---'------------ FIR ST FLOOR C 8055 RIVERHEAD, N.Y. IIg01 AREA 1,510 S.F. i ?_,040 S.F. TELEPHONE: (631) -12-i-201 f0 I SECOND FLOOR CR055 AREA �18 S.F. 11400 S.F. ° 14'00"hl 111 .2 ' BEDROOM COUNT 3 - -- 4 N26 50 HEALTH DEPT. RIO-Iq-0100; BEDROOM N APPROVAL SYSTEM LOT GOVERASE ` DESGRI PTI ON - -- - - -- - % LOT =--- AREA G — U OVERAGE TOTAL LOT AREA 16,004.0 S.F. Q EXISTING HOUSE W/ 2ND STORY BA LCONY -- I,�10.0 S.F. I .A% .... EX15TINC WOOD DECK 2.5/0 o ' 55' REAR SETBACK -- - --_ -_--!-- --- �`` - :.. - _ _ )POSED HOUSE ADDITIONS 650.0 S.F. 4.1 �- POSED OUTDOOR SHOWER 58.0 S.F. 0.4% PROPOSED I STRY ' TOTAL AREA OF ALL 5TRUGTURE5 2585.0 S.F. 16.1 Lu I ADDITION; q 1 EXISTING SECOND ' I MAXIMUM GOVERACE ALLOWED = 20% Lu I STORY ROOF COVER TO REMAIN REC,�U I RELYRE ION "C-�UI:.A - I I T S I 0 5CTM# 1000-66-2-28; LOT AREA 16,003.64 S.F. ; R-40 NON-GONFORMINC EXIST. WOOD I1 0 FRAME DECK BLUESTONE PATIO ---- --= _-- - -- - ----- _- _ I [_ EXIST. PROPOSED COMPLIES EXIST 2ND STORY MINIMUM REQUIRED I-•---I rJ 3 COVERED BALCONY ' FRONT YARD 35.0' 41.0' 55.0' YES EXIST. PROPANEI TANK I I � SIDE YARD - -- ----- PROPOSED 2 PROPOSED BOTH 51DE YARDS 25.0' 55.8' 40.1 ' YES NEW WINDOW WELL EXIST. 2 STRY STRY 50HOWUTPCOR WOOD FRAME ADDITION DWELLING EXIST 2 EXIST AG I . wooD MAXIMUM PERMITTED W CONDEN5ER5 TO FENCE REMAIN o I BU I LD I NC HE I C HT 55.0' 22.—I' 22.Ci' YE5 NEW 4 TON AG I — W CONDENSER NUMBER OF STORIES 2 1/2 2 2 YES o 1 PROPOSED I ) � \ ' p STRY ADDITION PROPOSED COVERED ' ENTRANCE OVER \ STONE PATIOC ��( �, f'G,�, I ♦ kp1�. O \ , Qr I I � OF .� FOR NEW SEPTIC SYSTEM LOCATION 4 DETAILS PLEASE REFERENCE In "PROPOSED 5EPTIC SYSTEM" PLAN PROJECT: DRAWN BY AMP ARCHITECTURE DATED 8/2ci/I Q AND APPROVED BY K ES I C K SUFFOLK COUNTY HEALTH DEPARTMENT Q/I-7/I1 RENOVATION �) 1210 ARSHAMOMAQUE AVE. SOUTHOLD, N.Y. 11971 I NSULAT1 ON FENESTRATION REQUIREMENTS �� O — _ I CLIMATIC a GEOGRAPHIC DESIGN CRITERIA ` I DRAWING TITLE: COMPONENT PROPOSED DESIGN CODE PRESCRIPTIVE VALUE COMPLIES 1OROUND SNOW LOAD 25 LBS SITE PLAN VALUE CITATION (PER 2020 NY5EGGG) BASIC WIND SPEED 150 MPH -- - --- ----_ ---1 m U-VALUE = 0.2PROJECT DATA & ZONING ANALYSIS iAIR LEAKAGE a - 0,32 5 0.30 GFM/SF MAX.U-VALUE FENESTRATION U-VALUE MAX.AIR LEAKAGE = 0.30 CFM/5F— -- — YE5 - EXPOSURE CATEGORY B --IIPER 8402.4.3 4 TABLE 8402.1.4 -CLIMATE ZONE 4 MIN.R-VALUE = 4q 15E15MIG DE515N CATEGORY B CEILING R-VALUE FR_4 q BATT INSULATION INSULATION PER TABLE R402.I.2 -CLIMATE ZONE 4 YES - 6.SC7, EXTERIOR(2"x6")WOOD R-2I BATT MIN.R-VALUE a 20(CAVITY) WEATHERING SEVERE PAGE: — — --- --- YES FRAME WALL R-VALUE PER TABLE 8402.1.2 -CLIMATE ZONE 4 _ FROST LINE DEPTH V-O" AR FLOOR R-VALUE R-30 BATT INSULATION MIN R-VALUE = Iq YES A-3 PER TABLE 8402.12 -CLIMATE ZONE 4 TERMITE MODERATE TO HEAVY 0 0 TEI � COMPLIANCE STATEMENT. L� TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFE55IONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN ICE BARRIER REQUIRED YES COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. SCALE: I'-oil = Iot-011 DATE: 08/01/20 5 OF 13 GENERAL. 5Nr000't,-lE30L= E`r : _ EXISTING TO BE DEMOL15HED NEW FOUNDATION WALL EXISTING TO REMAIN ------------------------ MIN. -------------------MIN. (2) 2"x4" STRUCTURAL NEW WOOD FRAME (L.G. ® POST FOR 4" WALLS j I 5TL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL l l NEW PARTIAL HEIGHT POST FOR 6" WALLS), U.O.N. WOOD FRAME (L.G. 5TL. I I I I WHEN APPLICABLE) I EXISTING PORTION OF FOUNDATION WALL TO BE REMOVED FOR NEW DOOR ACCESS I I I I I l I 1 EXIST. ELECTRIC I I PANEL TO BE 0 z 1 REMOVED $ RESET;PLAN FOR ZSTRUCITURE5 EXISTING ry= X I I SEE FOUNDATION BASEMENT 4 Q I LOCATION TO� 00 I 1 REMAIN TX -iO 1 I u I I I I I I I I I I l 1 I I l EXI5TIN6 5X8 STEEL I-BEAM TO REMAIN I I I W I I � EXIST. WATER - —_ 1 I W HEATER TO BE I I V REMOVED O V z X d I I �z I J ® EXIST. X O 1 BOILER ~ EXISTING STONE WBV03 - I '% PATIO TO BE 112,000 BTU" REMOVED ' EXIST. AIR --- -- I EXIST. OIL HANDLER TO EXIST. WOOD TANK REMAIN; EXISTING I \ -- "GOODMAN FOUNDATION I I DECK �� A5PT5'7G14AC" --- WALL5 TO BE I I �\ 36,000 BTU REMOVED i 1 \ I I EXIST. STONE EXIST. l PATIO 1 UP 1 I I ------------------------ I - - - - - - - - - - - - o - - - - - - - - - - - -� - - - - - - - - - - - -� - - - - - - - - - - q I I I I I I I FOUNDATI ON DEMOL 171 ON PLAN I I I __ SCALE: 1/4" = P-O" -------------- -- ------------- --I EXIST. II ! ® LAUNDRY II , IL I I I I EXISTING DOORS TO BE REMOVED I / I I --- -----______________________________ 111 ___-____________� _ EXISTING GARAGE 1 I III I _ —— WALLS TO BE I I EXIST. DINING KITCHEN 11 \\ N I 11 DECK I REMOVED I II EXIST. WOOD I I o I I ROOM O II I II 1 EXISTING RAILING J OO II �� 1TO BE REMOVED III EXISTING SHOWER11 1 Ill �———— AND WALL TO BE _ REMOVED _---=i_=---�-- r— �� 1 1111 I 1 I I EXIST.(`ci II 1 1 II I I � BATHROOM ® \ I I I I w L EXISTING DOOR, \ I(�i WALL B I BATHROOM EXIST. _ \ EXISTING DOD FIXTURES TO BE GARAGE ��-- REMOVED ( AND WINDOWS TO I I I I � BE REMOVED 1 I I I I I ui 1 1 BEDROOM 2 BEDROOM 5 EXIST, EXISTING PORTION l BATHROOM OF WALL TO BE REMOVED FOR NEW I I I iLu DOOR OPC-NTNG I I I I i I I _ BEDROOM I: I 1 EXIST. MASTER i �.�E�5 Ape' BEDROOM I I t, �.( M. yo EXIST. LIVING 1 1 EXIST. EXIST. EXIST. j � .3 ROOM I I GL. GL. oL. °� EXISTING STAIR TO I 7 l I ® " I 1- SEGOND FLOOR TO I BE REMOVED L----- I I 11 I I I EXISTING DOORS \ 1 y�: TO BE REMOVED I EXISTING WALLS I------ I _ __ TO BE REMOVED 1 EXISTING DOORS 1 OVERHEAD DOOR I I rf TO BE REMOVED I II I 1 TO BE REMOVED I I I I i l PROJECT: ---- -n �- ___________H ilr-- --- _ L--------------J I -- - -- - - I KESICKI RENOVATION EXIST. �� EXIST. I I III 1 I �___ ' N -------- --- ---� 1EXISTING STAIR d EXIST.----------- ------ -- — — -----J NF - -- — RAILING TO BE GL EXISTING WALLS I I EXISTING REMOVED �I ——--—— TO BE REMOVED I I ENTRANCE WALLS N —— I I TO BE REMOVED 1 1 1 1210 MA17 Q191AVE. FIRST FLOOR DSOUTHOLDN DEMOLITION PLAN ° ------- --------------------J SCALE: I/4" = I'-O" pr------ u- --- -- DRAWING TITLE: I I PROPOSED DEMOLITION PLANS I I PAGE: W[), M 10 0 SECOND FLOOR DEMOLITION FLAN DATE: 08/01/20 6 OF 13 OENERAL.FERAL. 5"'r��50L. <E*%r EXISTING TO BE DEMOLISHED _ NEW FOUNDATION WALL EXISTING TO REMAIN 1 MIN. (2) 2"x4" STRUCTURAL NEW WOOD FRAME (L.O. ® POST FOR 4" WALLS 5TL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL NEW PARTIAL HEIGHT P05T FOR 6" WALL5), U.O.N. WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "A-200" FOR NAILING $ 57RAPPIN6 DETAILS. V41NVON GNAF2T . EGRE55 ROUT# OPENING. FINISH DIMENSION CLEAR WINDOW OPENING GALL—OUT TYPE MODEL # WIDTH REa'D: 20" HEIGHT REO'D:24" WIDTH HEIGHT WIDTH HEIGHT OPEN REa'D: 5.-f S.F. A DOUBLE-HUNG TW210410 3'-O 5'-O "— 2'-i l r W FOUNDATION PLAN NOTES D OI TYPICAL P. GONG. FOOTING 4 WALL G ° U CONSTRUCTION: A-loo O W • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 2Q-il ~ d SILL SEAL NEW 8" P. GONG. �—_ V • ANCHOR BOLTS AS PER PAGE G-003 SLAB FOR 15'-5" —14'-6" J • P. GONG. FOUND. WALL AS PER DETAIL UPON STRUCTURAL NOTE: MASONRY STEPSAl P. GONG. FOOTING A5 PER DETAIL UPON STRUCTURAL DE51ON OF FOOTINGS ASSUMES Q • A 501L BEARING CAPACITY OF 1.5 TONS/5.F. • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR - • B.O. GRADE BEAM 3'-0" BELOW GRADE MIN. B. �t 12'-4" • I/2 EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN ; - APPLICABLE) = + ' — r -- 4 ";� — ---F— — — — — — — — • CONC. FOR PORCHES /PATIOS / AIR ENTRAIN P. O � O � O � �•'",�: ."a": REAR SLIDING DOOR G STOOPS (WHEN APPLICABLE) El El • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET O � O J1 L I M1:••, - - - - ~- I: - FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) EXIST. COLUMN I _ FOOTING (TYP.) O RESERVED I O m 12" W x 5" D CONT. � —3'-2" `,N P. GONG. FTG. 6 REMOVE EXIST. - Q t K RESERVED W/ NEW DOUBLE ACE m 5 ( 3 xb N o NEW 2"x10" F.J. HUNG .,!r 0 I6" O.G. h I (PLATE FASTEN SILL TO Frxi, SLAB USING RAM5ET �IS z PROVIDE NEW z _ ? I ACCESS HATCHLL dJ a 1�IEW FRAMING TO NEW it I I— — — — — — — — W — — — — — OFOR MASONRY STAIRS ® GRADE: Lux �+ AROUND EXISTING O GRAWLSPAGE 4 8" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON A Iz iCEGERATOR. x 0 6" GRAVEL UNDER MASONRY STRINGER;SEE DETAIL EXACT LOCATION v I I u �v TBD IN FIELD ul O TYPICAL INTERIOR WALL CONSTRUCTION: lu 4-0y2" ® �=Q A-700 • 2"X4" BOTTOM PLATE EX15T1NG BASEMENT Q - D I I z • 2"x4" STUDS 0 16" O.G. w/ DBL. TOP PLATE 8 STFcL'C!�JRES TO O u1 O dJ z _ REMAIN;FUd15H EXIST. x z ' 5/8" GYPSUM BD. WALL FINISH EXIST. lu — — ___ — — __ ELECTRIC W/ INSULATION d iV�tO 1— - -- — EGRE55 WINDOW WELL: PANEL HEAT m u� O PROVIDE NEW EGRE55 WINDOW WELL BY "ROCKWELL; A-700 _._ .. . Q ... .. ._ _.. _ I — — — — — — — — — — — — `. I A-"100 ELITE SERIES" 66"W.X54"H. OR EQUIVALENT. INSTALL AS B PER MAN. SPECS. SEE AL50 DETAIL 5/A-502. 0. 2'-6" TYPICAL NEW WINDOW NOTE: r m 01. ALL NEW WINDOW5 d DOORS SHALL BE 5-T NEW GRAWLSPAGE ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, EXISTING 5"x8"STEEL I-BEAM TO REMAIN � I '�";•, _..'. I PROVIDE 3' !+ I OR GLIDING (AS NOTED); INSTALL AS PER MANU. - �� UN-REINFORCED GONG. I I PROVICE 4" POURED GONG. SPEG.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN NEW WATER SLAB SLAB W/6x6-10x10 W.W.M. "GLASS WINDOWS AND DOORS" ON PAGE A-100 HEATER; 100 EXIST. 5TL _ IF CASEMENT WINDOW5 - ALL C5MNT WNDW5 iv COLUMNS TO �j D O BETWEEW CENTER 8 UPPER I " TRAIGHT ARM HINGE WHEN FULLY GALLON REMAIN (TYP.) OF SLAB SECURED IN SHALL HAVE 5 \' C p I PLACE DURING POUR; OPEN NEW GONG. PAD FOR 2 xb 1 PROVIDE b MIL POLY ON 4" 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE A/C GONDEN50R � ` GRAVEL BASE BELOW TILT WA5H i(J 8 SLAB I N 3.ALL GLAZING WITHIN W' OF FF TO BE TEMP. GL. EGRE55 NOTE: _ O ~ IN COMPLIANCE WITH NEW YORK STATE BUILDING w GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF f EGRESS SHALL BE FOLLOWED: EXIST. I'-O" :.. . ;_ BOILER rn s NEW 2"x10" F.J. I I I O NET CLEAR OPENINO........... 5.'I S.F. PEERLESS 4'-8" ry 6'-O" Q 0 16" O.G. WBV03"; NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM BASE PROVIDE I :.. I N O HEAT TO z X O I - : I GAR GARAGE O WINDOW FRAMING: ADDITIONS ? SEE PAGE A-200 FOR FRAMING ELEMENTS AROUND IL V p DOORS AND WINDOWS (TYP. FOR ALL) U.O.N.; Q PROVIDE (2) 2"x8" HEADER AT OPENINGS U.O.N. EXIST. OIL X ° Q I w TANK �' N as O TYPICAL NEW DOOR NOTE: _ b I. INSTALL NEW INTERIOR DOORS WHEN GALLED X = ' TO NEW OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). `� O EXIST. SEPTIC `' 2.DOOR TYPE TO SELECT ® UP YSTEM I I I I �� 4 fi, �. � 3.INSTALL AS PER MANU 5PEC.'s — — — — — — — — — — — —I l— — _-- — — — — — — — — — I \Gj� �� 9\R. F'U �. DOOR FRAMING: ! A�c r MI G ELEMENTS AROUND .__._.......A.A. -,, R OF NING SEE PAGE A-200 FOR FRA N EL DOORS AND WINDOWS (TYP. FOR ALL) U.O.N.; GOODMAN A5PT37G14AG" 36,000 PROVIDE (2) 2"x8" HEADER AT OPENINGS U.O.N. EXIST. AIR HANDLER TO REMAIN; � •j'I BTU;EXTEND DUCT WORK TO NEW b'-O" 8'-I" 14'-3y2 13'-�2' 3,-03/ „ t IST FL. HAS. AREAS 2a_5 4 _„ D V. -�? ©.- �� -�lrJ 777777 . - o D �A 0 �1�%*S^� FILL AND - - - - - - - - - - - - - - - O O COMPACT; PROVIDE 4" SLAB ABOVE FILL; — �° y INSTALL BLUE I •" � Ill � I � PROJECT: STONE ABOVE 16" SLAB L - - - - - - - - - KESICKI - -- - - - - - - - - RENOVATION .7777 4 m Q Q 1210 ARSHAMOMAQUE AVE. SOUTHOLD, N.Y. 11971 FOUNEDATI ON PLAN DRAWING TITLE: SCALE: 1/4" = 1'-0" PROPOSED FOUNDATION PLAN PAGE: A A00ffm DATE: 08/01/20 7 OF 13 SEI ` ERAL EXI5TIN5 TO BE DEMOLISHED NEW FOUNDATION WALL EX15TINO TO REMAIN MIN. (2) 2"x4" STRUCTURAL G NEW WOOD FRAME (L.5. © POST FOR 4" WALLS 5TL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL \1 NEW PARTIAL HEIGHT P05T FOR 6" WALLS), U.O.N. \1 i WOOD FRAME (L.5. 5TL. VVV WHEN APPLICABLE) ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE NEW STONE BENCH "A-200" FOR NAILING d STRAPPING DETAILS. !^I1N>~70W CHART -- EGRESS ROUGH OPE NiNS; FINISH DIMENSION CLEAR OU WINDOWOPENING GALL-OUT TYPE MODEL # WIDTH REOV: 20" q'-8)4" 14'-O" HEIGHT REQ'D:24" 'N 0TH - HEIGHT WIDTH HEIGHT OPEN REO-D. 5.7 S.F. _ DOUBLE-HUNSNEN- --- �_ p� TW20310� <:2`-2 "-,.`' 4' O " `' 2'-I " 4'_oil, STONE FIREPIT B PICTURE DHF42510 4`-3` q`-Gj " .,. 4'-3 " 4'_0 i" _0 , W GI EYEBROW CUSTOM -- - -- ~ NEW BLUESTONE W p 2-TW2442 .2, 6 �,. 4 .4 4'-4 i" PATIO E 2-TW2432 2F_6 „ 3'-4. 2'-5 3'-4 „ IFEXIST. WOOD DECK J F 3-TW2632 2'--7 J' 3'-4 - Q CONTINUE :- BLUESTONE PATIO > �`"'"'"```•""- CASEMENT G INTO NEW DEN- 00 D .° 5 GX15 2'-8',' 4'-11 2- S'-O 2'--i11.5 S.F. NEW STONE STEPS 14'-?" " I, 6 JF GX15 2,_S 5'-f� :2'--7 4'-I I �„ 11.5 S.F. 3'-4)4" 1'-8" 1'-b" 4'-5" 4 G tY ,� FAWNING - - -- - n N J J K 2'�O. ",." ['-q" 2'-0 I._8 „ _ - FIXED - - NEW 2) 12Qx68 SLDR = = 2" AN(D4--- AN21A 700 Kw<,. AWNING - - - 2 x DR -- --- - - - - L AN451 a,;r� I ;c�„ 4'_4 IF I._8 „ -- --- - - -... - 8, H is +rG.P. 2. cZ�DR (V FIXED - " 14'-4)2" 14- _ LI Y BROW CUSTOM EXISTING POSTS TO ii Q 2 Loo(ox'i NEW DN REMAIN;NEW COLUMN a � 01 N (2) RI 11 NEW(�) i l is 2"xb" GU57DM PROPANE TANK WRAP FINISH N�} ® '75' N W LOUNGE I Qr 6 BETWEEN -2"x6 P05T- P05T 2L�I OPENIN55 O N II II II II II M ARCH NEW (3) 1."15"xq.5" LVL WINDOW SEE SIZES BELOW: ALL VIEWS FROM EXTERIOR NEW EGRESS - E WCL _ _ ��_ NEW 2"" o. F.J. ry I m N OVAL WINDOW WELL EX. I6 O.1 1 ® BASEMENT ® EXIST. - I -i f m LAUNDRY NEW 2"x10" F.J. E�XfOSED FALSE x DOORS ® I6" O.G. 1 IMS ABO I I z I 2x68 -- L _ G1rAD 1W Ix OIIF DBL- 2'-8" 6'-8" Fv I I INEW 3 2' 10' F.J. BENEATH I tY F"",: , POST T 'IFcU55 A VE H I NOED - EX. - LL' I SINGLE- -- -- - --- 02 HINGED I" :.,:: 2'-8" 6'-8" o _ EXIST STOVE TO BE NEW ( ) •, „ � „ � CONNECTED PROPANE TANK $xba 5L I " BEDROOM I: NEW MASTER 2"xb" o5T ly2 03 GLIDING � 5-4 6-8 ��O � O 4 DR ry BEDROOM EOM A-700 4 I A-loo 04 --] GLIDING 12'-0" 6'-8" TRANSOM _ - NEW O D 8 ABOVE EXIST. O�F EXIST. PANTRY -® I6"'o v - -- ----- ELECTRIC, EXIST. DINING x Uv KITCHEN O METER TO ROOM p N Q NEW MASTER REMAIN p, 2'-6" X Q 2¢x68 z= _ NEW 3 2"x10" F.J. BENEATH tu ® (o POST TO TRUS5 ABOVE- %3 BOVE QNEW(2) 2"x4" '� NEW _NEW 3 1."15"x,15' G.P. 2.0E LVL F.J. POSTS TO � B BENEATH BEDROOM WALL ABOVEEXIST. Ar- m O p� CONDENSERS TO B.R. HDR p`TH NEW (3) -� NEW 2"xlc' F.J. 2kx6t z ul) .... m =N -' GI _ LI REMAIN; "DAIKIN U NEN (2) 2"x10" HD 2x6 POSTS m ® 16" �'.G. A NEW OUTDOOR O N T 1 DXI&TG0361CA": L „ _NEW (2) I.-15"xq,5" G.P. 2.OE LVL F.J. _ to (1)W 1®N d� 5HOWER O - RELOCATE FOR 2Qx6� P.D. GLOS7WALLS BOVE x _ NEW BASEMENT BENEATH 6"xb" POST ABOVE tt1 ;;�� 5 NEW (3) 1.75"xq.5" G.P. 2.0E LVL F.J. �n NEW (3) I „ 2'_4)4" 2'_4)4' WINDOW WELL NEW MASONRY ••"•" ••"..'.•:.; � 4'-8)2" - - - - - - - - - - - - - - 2'x4" - - FIREPLACE WITH A-700 - - - - - - - - - - - - - - - 5T / STONE HE z W (2) 2"x10" F.J.BENEATH POSTS 2x6$ SM/co HEARTH _. ..._._ .-. - _ N POST TO TRUS° ABOVE A-"100 N w 2.0E L L�E�IEATH 2 FLOOR PLAN NOTES THROOM WALL ABOVE _ EXIST. N NEW GARAGE O a DN. NEW 2"x10" F.J. SLAB ' V � 0I6" O.G. - - ". `•'.•::. � TYPICAL NEW DOOR NOTE: STAIR 4 RAILING NOTE: V.I.F. EXIST. (3) 2"x4" POST 6 2gxba - NEW 3 2"x10' F.J.BENEATH = ui O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O 1. ALL NEW 5TAIR5 SHALL HAVE MAX.-7-3/4" RI (MIN.) BENEATH POST TO 4'-61_ _ _ _ _ POST TO TRUSS ABOVE 2 Q OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). d MIN. 10" Tr - RISERS SHALL BE CLOSED NEW 4 TON EXIST. HDR ABOVE; 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 2. 42" HIGH GUARDRAIL 8 SPINDLE SPACING CONDENSER FOR EXIST. LIVING PROVIDE NEW AS REQ'D OUT ON PLANS BY 'THERMATRU' (OR EQUAL). NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; PROPOSED ROOM • 3.DOOR TYPE TO SELECT 36" HIGH HANDRAIL b SPINDLE 5PACING NOT ADDITION;2 ZONES, 4.INSTALL AS PER MANU SPEG.'s TO ALLOW PASSAGE OF A 4" 4) SPHERE I ® EACH FLOOR 4 4'-O" O O NEW 2"x10"F.J. x w 3. ORIPPABLE RAIL AS PER CODE g NEW MASTER DOOR FRAMING: / OPEN TO BATHROOM r ® I6" O.G. SEE PAGE A-200 FOR FRAMING ELEMENTS AROUND l/ AVE�j rz-of DOORS AND WINDOWS (TYP. FOR ALL) U.O.N.; SMOKE DETECTOR / GO DETECTOR NOTES: r TILE u� I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT -8 - NEW (3) 2"x4" O D PROVIDE (2) 2"x8" HEADER AT OPENINGS U.O.N. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR m NEW (2 1.-15"xq 5 G.P.2.0E LVL F.J. POST BENEATH - -Z- - - ` CD Ahs HARD WIRED TO EACH OTHER w/BATTERY BACKUP. NEW UP POST ABOVE BENEATH P05T TO TRU55 ABOVE `�,c/ TYPICAL NEW WINDOW NOTE: 2.INSTALL ALL A5 PER MANU. SPEG.'s EXIST. �p v0 �� p O I. ALL NEW WINDOWS SHALL BE ANDERSEN 400 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR CHIMNEY TO 5-8' r U IN COMPLIANCE WITH LOCAL CODE REMAIN _ UNDERMOUNT TUB ' SERIES CASEMENT, DOUBLEHUN5,OR GLIDING (A5 ►n '<, n { �i� NOTED); INSTALL AS PER MANU. SPEC.'S. FOR G NEW GL. ' o � 8-O GEILING SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOW NEW EXHAUST FAN SHALL BE INSTALLED WHERE HEIGHT 14'-4)2 14'-jY2 v+` � 60 VENTILATION I5 NOT MET BY MEANS OF NATURAL AND DOORS' ON PAGE A-100 IF CASEMENT WINDOWS - ALL 05MNT WNDW5 SHALL HAVE NEW (2) 2"x8" HDR 1L CIRCULATION THROUGH WINDOW5 OR DOORS TO OUTDOOR - - 5TRAISHT ARM HINGE WHEN FULLY OPEN - -- Q Q - - - SPACES AS PER NYS MECH. GODS SECTION 403.3.2.3; q X7 OVERHEA DOOR �. 2.F DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE INSTALL AS PER MANU. SPECS EX NEW FOYER T�Qj TILTf x x A IS A ^ 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. NEW ATTIC ACCESS - PULL DOWN STAIR: / 'ABS /J z� m WOOD 3'-034" 1� O I. MIN. 350 # CAPACITY v m ® 3'-112" 3''7" 3'-7" 6'-254" EGRESS NOTE: 2.51ZE TO FIT MECH. EQUIP. THROUGH NEW(2)VE // w EW(2) NEW (2) ! O IN COMPLIANCE WITH NEW YORK STATE BUILDING OPENING (MIN. 22"x30") 2"x8" HDR z 2" 8" HDR 2"x8" HDRto �t CODE, 5ECTION R310.2.1;THE FOLLOWING MEANS OF 5.1 HR FIRE RATED --- - - -- D PROJECT: EGRESS SHALL BE FOLLOWED: 4.DBL. FRAMING WHEN NEW OPENING p 5. INSTALL AS PER MANU. 5T'EG.'s N N O K ES I C K NET CLEAR OFENINO........... 5."f S.F. NATURAL LIGHT & 6.CONSULT H.O. FOR PRECISE LOCATION I 1 NET CLEAR HEIGHT............... 24" MINIMUM OF ACCESS 2'-3" 2'-IjY2" 5'-O" 2' IV2" 2'-3" VENTILATION NET CLEAR WIDTH................. 20" MINIMUM I p RENOVATION OUTDOOR SHOWER DRAINAGE: 1 NEW COVERED y ca FLOOR AREA 485 S.F. WINDOW FRAMING: O PROVIDE NEW "FLO WELL" (OR EQUIVALENT) NEW STONE PORCH w N PORCH 'i RJ w SEE PAGE A-200 FOR FRAMING ELEMENTS AROUND MANUFACTURED DRYWELL FOR NEW OUTDOOR 4 `STEP 1 z O z�� % REQ• PS.F. PLAN NOTE: DOORS AND WINDOWS (TYP. FOR ALL) U.D.N.; Cl NEW 2 P.T. 2'x8" O Q NEW ADDITION TO BE SHOWER DRAIN;50 GAL. MAX. CAPACITY;BURY AS DROPL�BM. LIGHTING;MIN. 8% PROVIDE (2) 2"x8" HEADER AT OPENINGS U.O.N. PER MANUFAG7URER'S SPECS OF FLOOR AREA 38.8 5,F. 63.1 5,F. ZONED LINO INDEPENDENTLY 1210 ARSHAMOMAQUE AVE. ONEW A/C CONDENSER: v V VENTILATION;MIN. FROM EX15TING HOUSE; 3 4% OF FLOOR Iq.4 S.F. 37.4 S.F. SEE PLAN NOTE (3) SOUTHOLD N.Y. 11971 I. INSTALL CONDENSER BASED ON NYS MECH. GORE. 2'_6" x= 2'_6' AREA 2. 4 TON TRANE CONDENSER;OR EQUAL cV 3. INSTALL CONDENSER ON GONG. PAD 13'-33�q" HEATING/COOLING ZONE I: DRAWING TITLE: I. 2 TON TRANE HYDRONIC AIR HANDLER 8 DUCTWORK IN BASEMENT FOR FIRST FLOOR ADDITION POSED FIRST FLOOR PLAN HEATING/COOLING ZONE 2: I. 2 TON TRANE HYDRONIG AIR HANDLER ATTIC FOR SECOND FLOOR ADDITION FIRST FLOOR PLAN PIPE HOT WATER FROM EXIST. BOILER TO G I�^ G G G Lm NEW HYDRONIG AIR HANDLERS EXE STINC: 1,510 S.F.; FROFOJED: -75O S.F,) TOTAL: 2/040 S.F. SCALE: 1/4" = I'-O" PAGE: A-500 DATE: 08/01/20 8 OF 13 i OEI `FERAL 5*NrI " I50L <ENr : _ EXISTING TO BE DEMOLISHED NEW FOUNDATION WALL EXISTING TO REMAIN MIN. (2) 2"x4" STRUCTURAL 0777777 NEW WOOD FRAME (L.G. ® P05T FOR 4" WALLS STL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL \1 NEW PARTIAL HEIGHT P05T FOR 6" WALL5), U.O.N. \1V WOOD FRAME (L.G. STL. WHEN APPLICABLE) I ALL NEW WINDOWS S DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "A-200" FOR NAILING 8 STRAPPING DETAILS. 'WINDOW CHART - - - EGRESS 12OUCH t�F?ENING FINISH DIMENSION CLEAR WINDOW TYPE MODEL # OPENING GALL-OUT WIDTH REO'D: 20" HEIGHT REO'D:24" WIDTH fi-NICHT, WIDTH HEIGHT OPEN REal 5.-i S.F. NATURAL LIGHT & V DOUBLE-HUNG ENTILATION A 4t7 " 4'-=g- _T;�00510 FLOOR AREA 152 S.F. �� % REQ. S.F. _jF B PICTURE DHP42310 4'-3 4'-C " 4'-3 4'-O " PROV. LIGHTING;MIN. 8% L!J OF FLOOR AREA 12.2 S.F. 3q.3 S.F. C 3-TW2641p '-8 " =-09. VENTILATION;MIN. �- 4% OF FLOOR 6.1 S.F. 31.2 S.F. � H GI EYEBROW CUSTOM AREA k(33 y LLI U p 2-TW2442 2'-6 "" ;F'-4 " "' 2'-5 4,_4 A-looU IS J 43-Oy4 �_�2�� J E 2-TW2452 42' H16H RAILING TO F 3-TW2632 >;.;'2'-8 " " '" , a'-4" „" 2,_� 3._4 REMAIN V.I.F. V.I.F. V.I.F. 14'-"fy2" 7'-by2" 7'-6y2" A-100 CASEMENT G 2 GX15 - 2-"I 4-I I 11.5 S.F. - . -- -- - NEW COLUMNS TO174 I Q -- NEW (3) 2"x8" HDR GX15 - /�;2'_S""..' -: ` " 5`-O ". ", 2,_.� �„ =IJ' 11.5 S.F.>,. . NEW (3) IX 1 ALIGN WITH EXISTING 2axba I I 2"xb" POST CATHEDRAL Qr " COLUMNS ® GROUND EXIST. WOOD I= TO HEADER CEILING „ „ dJ K AWNING - AN21 `.j"' °".,- I'-�(";.., 2'-O �„ I'-8 LEVEL DECK: 2-lOy4" I-8 I'-8 2'-10 I N FIXED _ ---- <. �� ,� FNNINOIXED �}Y- �� I-a„ 4-4 I-8 54x6 5LDR O zW I K I L AN451 o LI EYEBROW GUSTOMI NEW (2) 1.75"x7F575"6.P. 210E LVL H R Wz i F ® (SPANNING WALL- O-WALL I NEW (3) 14'-V:2 NEW (3) 2"�6" P05T Q NEN ENGINEERED TRUSS w/MIN. � CUSTOM EX. EX. 2"xb" POST TO HEADER wl 5.5"x6.875" 24F-V4 6LULAM 1 ARCH TO HEADER I BOTTOM CHORD (TYP.) I M WINDOW - - - - - - - - - - SEE SIZES BELOW: ALL VIEW5 FROM EXTERIOR a DEX15T. 6IdJ 0 QvN O�lAL BEDROOM 4 THROOM DOORS BEDROOM 2 BEDROOM 3 WOOD w ! z NEW 4"x4„ NEW O IDOE FAMILY ROOM cv OI DBL- 2,_8„ 6._8,. 5 I A-700 Qry PO ABOVETS TO R(TYP) Poor -]>;,., :1-,111 . HINGED D A-700 ® ul 02 SINGLE- 2,_8„ 6,_8, . D HINGED _ EX SM/Go I Jx x 03 GLIDING 5'-4" 6'-8" O - _ - - - - - - - - - - 14 Sy2" T777 N EX. EX. 4Qx6� 04 GLIDING 12'-O" 6'_g" TRANSOM x �I(D ABOVE EX. EX. - Nr-1"{ NEW Q ,..', I w x1 -- EXIST. EXIST. EXIST. EX. O GL. GL. I z Zr_GTH ED GAS m GL. CL. CL. 4'_5'/2" 2'-6" EXTEND WALLS UPPORTcNEN Ii U� To ABOVE FIREPLACE N p FA-Too -. . ._._... .... 11.11... _ _... 1111 5 _11.11 ..__. A-700 ------------- 5.R. B dJ Q N 1-1 Iupi = EXISTING WALKWAY "I= 5M/GO I 7 - - - - - - - B cti - TO REMAIN O CCI N j m min I - , LI J EXTEND WALL5 TO IRW72) GI - -- NEW SUPPORT R.R. ABOVE x5" HDR iV U NEW 6"xb" x P05T TON Tn - O -10"� �4'-5y2"� DN. N � HEADERS 2'-4y4`�-Z-4y4" _ 4'-Sy" - -�.I�.EXIST. GOI.75"Z-I6" S.P. 2.GTLVlP1 2 V.I.F EXIST. N EXIST. HDR BEARING (3) T (MIN) UPON EXIST. POST (MIN.) - - - MASONRY CHIMNEY 4 TO HDR; 2 w PROVIDE NEW NEW (2) 2"xb" Q 2 AS REOV _ POSTS TO t� 2 FLOOR PLAN NOTES EW ACCESS ENGINEERED II f O NEW STORAGE ATGH TRUS5 (TYR) / OPEN To BATHROOM LOW I I ' TYPICAL NEW DOOR NOTE: STAIR 4 RAILING NOTE: BELOW NEW (3) CEILING N ii1 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. ALL NEW STAIRS SHALL HAVE MAX. 7-5/4" RI 2"xb" POST TILE , I NEW ENGINEERED TRUSS w/ MIN. li H OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 4 MIN. 10' Tr - RISERS SHALL BE OL05ED TO HDR 5.5"x6.875" 24F-V4 6LULAM W a 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 2. 42" HIGH GUARDRAIL 8 SPINDLE SPACING N - BOTTOM CHORD (TVP) z I E OUT ON PLANS BY 'THERMATRU' (OR EQUAL). NOT TO ALLOW PASSAGE OF A 4" m SPHERE; _ _ _ 3.DOOR TYPE TO SELECT 36" HIGH HANDRAIL 8 SPINDLE SPACING NOT �� •1111. ,<".,".. - - - 4.INSTALL AS PER MANU SPEG.'s TO ALLOW PASSAGE OF A 4" (P SPHERE NEW (3) > 3. 6RIPPABLE RAIL AS PER GORE I w 2"xb" POST / _CATHEDRAL � DOOR FRAMING: BRING CLOSET WALLS TO HEADER CCC/// CEILING UIP TO EXISTING M SEE PAGE A-too FOR FRAMING ELEMENTS AROUND SMOKE DETECTOR / GO DETECTOR NOTES: NEW GL. DOORS AND WINDOWS (TYP. FOR ALL) U.O.N.; O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SLOPED CEILING 6 I5T ' _�__..__._.cs'-�j4 - - - --- -� APC PROVIDE (2) 2"x8" HEADER AT OPENIN65 U.O.N. SMOKE / CARBON MONOXIDE COMBINATION DETECTOR FLOOR __ NEW (2) 2"x8" HDR __ ej M pWA,:) HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. - - - - - - - - - - - - - -- - -- - -- -- 2.INSTALL ALL AS PER MANU. 5PEG.'s TYPICAL NEW WINDOW NOTE: L� 'r�� it � � O I. ALL NEW WINDOWS SHALL BE ANDERSEN 400 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN CASEMENT, DOUBLEHUNG, OR GLIDING (AS IN COMPLIANCE WITH LOCAL CODE - ~! ✓1 f b GI ABOVE / OPEN TO 1II// " »' BELOW 5'-Y2 2'Sy4 I :f 1 $a NOTED); INSTALL AS PER MANU. SPEC.'S. FOR O SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS NEW EXHAUST FAN SHALL BE INSTALLED WHERE AND DOORS" ON PAGE A-100 IF CASEMENT 3 O6 VENTILATION I5 NOT MET BY MEANS OF NATURAL NEW(2) 1.75"x"1.25" G.P. 2.0E LVL 2 7'-8 10'-2/4" PLAN NOTE: " WINDOWS - ALL GSMNT WNDW5 SHALL HAVE CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOORL STRAIGHT ARM HINGE WHEN FULLY OPEN 5PACE5 AS PER NY5 MECH. CODE SECTION 403.3.2.3; NEW ADDITION TO BE 37�nJ 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE INSTALL AS PER MANU. 5PEG5 D ZONED FOR HEATING AND +'- �� -'1 D COOLING INDEPENDENTLY O{- TILT WA5H I K L LI ABOVE K I FROM EXISTING HOUSE 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. NEW ATTIC ACCESS - FULL OWN STAIR: �`4'-j�2" 3'-7" 3'-7" 4'-jy2"�Y SEE PLAN NOTE (3) O 1. MIN. 550 # CAPACITY EGRESS NOTE: 2.SIZE TO FIT MECH. EQUIP. THROUGH D IN COMPLIANCE WITH NEW YORK STATE BUILDING OPENING (MIN. 22"x30") O m CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 5.1 HR FIRE RATED 10 EGRESS SHALL BE FOLLOWED: 4.DBL. FRAMING WHEN NEW OPENING 5. INSTALL A5 PER MANU. SPEG.'s NEW DECORATIVE NET CLEAR OPENINO........... 5.7 S.F. 6.CONSULT H.O. FOR PREC15E LOCATION RAILING AT HIGH K ES I C K NET CLEAR HEIGHT............... 24" MINIMUM OF ACCESS UPON FLAT ROOF NET CLEAR WIDTH................. 20" MINIMUM �I PLAN RENOVATION I OUTDOOR 5HOWER DRAINAGE: SECOND D FLOOR PLA `f ' ® VATI O N WINDOW FRAMING: O PROVIDE NEW "FLO WELL" (OR EQUIVALENT) I SEE PAGE A-200 FOR FRAMING ELEMENTS AROUND MANUFACTURED DRYWELL FOR NEW OUTDOOR �/ I/�^ p SCALE: I/4" = I'-O" DOORS AND WINDOWS (TYP. FOR ALL) U.O.N.; SHOWER DRAIN;50 GAL. MAX. CAPACITY;BURY AS EX I STI I`O: �I C/ S.F.' FROFOSED: 482 S.F .; 707AL: 1 ,400 S.F. PROVIDE (2) 2"x8" HEADER AT OPENINGS U.O.N. PER MANUFACTURER'S SPECS 1210 ARSHAMOMAQUE AVE. O3 EW G CONDENSER: I. INSTALL CONDENSER BASED ON NY5 MECH. CODE. OUTHOLD, N.Y. 11971 2. 4 TON TRANE CONDENSER;OR EQUAL 3. INSTALL CONDENSER ON GONG. PAD HEATING/COOLING ZONE I: AWING TITLE: I. 2 TON TRANE HYDRONIG AIR HANDLER 6 DUCTWORK IN BASEMENT FOR FIRST PROPOSED SECOND FLOOR PLAN FLOOR ADDITION HEATING/COOLING ZONE 2: 1. 2 TON TRANE HYPRONIG AIR HANDLER ATTIC FOR SECOND FLOOR ADDITION PIPE HOT WATER FROM EXIST. BOILER TO NEW HYDRONIG AIR HANDLERS PAGE: ma A-501 DATE: 08/01/20 9 OF 13 OENERAL &%r E3 0 L <E� : EXISTING TO BE DEMOLISHED NEW FOUNDATION WALL EX1571NO TO REMAIN MIN. (2) 2"x4" STRUCTURAL > NEW V400D FRAME (L.6. P05T FOR 4" WALLS 5TL. WHEN APPLICABLE) (MIN. (2) Vxb" STRUCTURAL NEW PARTIAL HEIGHT POST FOR b" WALLS), U.O.N. A--TOO WOOD FRAME (L.5. STL. VVV NHEN APPLICABLE) - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F � NEN :2"x 10 R.R.l u-700 VI; It' I;! - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I , 11iH NEW EFDM FLAT .k I i (f NEW 2"x10" ,XIO ROOF MEMBRANE R.R,I I l'lt;NEW 2"x10'. K.K. i NEW RAFTERS AS PER PLANS '51IMP50KH23A f RAFTER TIE t-: I; i W 2NIV R.R. Iia L X I lu 1 1 ® Ib" —j D� < I y 1,J i'i'i 6.�"!, �j I I i V.I.F. 51ZE OF EXIST. R.R. FRAMING; X- 155:12 'z d) CONTACT ARCHITECT IF FOUND TO x LLJ DIFFER THAN AS SHOWN. :1Z NEW FASCIA D F BOA a -Too 0 0 0 A-7001 CONT. VENTED 3� x C-) VINYL SOFFIT-/ ILI D I jw tu x IlL it i I� i NEA F.T. BEAM ju, (TYP). 1 T< ; .I, !'j" �l :!,!�1 AS PER FLA i!i 1 LuII 0 tu 'Fit t th I i' NEW "SIMPSON" P064 (FOR 5 FLY BM) "51MP50N" BC52-2 it "Uhi'll'i (FOR 2 FLY BM) it F----700-1 -7 A I!i 1� : I , j- , ; 1 1 1, 111 1 1-, ; FA--00 I!;I Jill it INE 2"XI2.. PIr3cE hi,i -41 EXi5T. RIDGE TO REMAIN EX15T. RIDOE TO REMAIN i gi Wl! X ! 11' txu r it I U) izi EXIST. (.5' 1.775"Xlb" O.P. ZOE LVL HDR > F 1':2 N lk CONTACT ARCHITECT IF DIFFERENT 1-4) U x I SIZE 4 Lu l; All IV, i i;i l 1 4 TM�I {j NEW VxIO" R.R. P.T. POST AS iA ;;-,I I, l i ll PER PLAN NEN (2) 2NIO" HDR NEW (2) 2NI0" HDR a 1611 O.C. I ti lu II �fI I I lI i t I� i? Iii i d .l ?` i l tu 1`1Epq (2 25" 6,11 d) j -X N (SUPPORTING VALL EY5, BELOW RID U) V . t plu- Ci D- -x x t;� I I U) U)-1 LA x I- u t t lu jj NEW "51MP50N" Lu Qt • x Lu ,j P05T EASE PER >; OST SIZE I Lu 0� K i it ii q tu 3: K A z tb D J i!; (D Lu NEW 2"xio" R.R. BLUES 11 OF w O.C. I NEN72 7, 2 HDR jI l t ft it I (BELOW V4111- (BEICCC LON NINDON; I vii 6 t� i 0 d, 13 r. PROVIDE 5TRUCT. V3 PROVIDE 5TRUCT. III; ell ; ill Ln MULLION TO RIDGE) t-. I MULLION TO RIDGE) I I IIT: Fin -i I cl 2.t,:1.2 -X 55:12 I i j 1 i i k I is G I - - - - - - - --- , L — — — — — — — — — — — — — % I I P. CONC. x , 1111,11"It- — — — — — — — — — I T L u i SLAB ABOVE f �z 11-N it 1 11 iu NEW 5/4" THK. Pl-Yk�D. FRAMING TAMPERED i NEW 5/4" THK. PLYI-V. FRAMIN51 I I tu- ; ? �I CLEAN FILL O.c.;CUT ARC, AS it a 12" O.C.;OUT ARr. AS REOV;PROV. 2 LAYERS OF 1/4" FLY REQ-D;PROv. 2 LAYERS OF 1/4" FLY —Tt I !!ji li > 8" P. GONG. WALL; EXTEND TO EDGE 0 O D- OF FTG a COL. ,z LOCATIONS =x nz =x !P I'-4"W x 5"H P. 4 4 ONC. CONT. FTG. z w ZjV I^V KEY KAY z FRCFOSEr�) ROOF PLAN w 5CAl-rz: 1/4" = I1-O" 0 CeOVERED PORCH DE7AIL IA-502 1 5r-,ALE: 5/4" = 1'-0" Lu FO NOTE: I. IF FINISH MA50NRY USED (SUCH AS BLUESTONE) - MASON TO 4" P. GONG.SLAB < ADJUST H(5H7 OF LANDING AS w/bxb 10/10 KHM REOV To ACCOUNT FOR FINISH UPON COMPACTED MASONRY '0 (14)/IFILL 0 3 7 4 .2. ALL HORZ. SURFACES SHALL BE T PITCHED a 1:48 AWAY FROM BUILDING REBAR BENT OF N TO SLAB A 5. FOR SLABS ABUTTING FRAMING, SHOWN INSTALL COPPER FLASHING FROM 121, ABOVE AND ADJACENT TO SLAB, BEDNEN EGRESS WINDOW FLASHING IN ASPHALTIC MASTIC %�/� // //\//\\///\// v -t> WELL AS PER PLAN NOTE PROJECT: (1) #4 REBAR a EA. STEP;5' x /X. 0\/R ® ENDS KESICKI QL V FINISHED GRADE ,xx,x/\ x// M N RENOVATION X COMPACTED MIN) , . .4 • X//�/ FILL z :12:10 ARS*HAMOMAQUE AVE. #4 REBAR a < ,3 X/ SOUTHOLD, N.Y. 11971 101, 0.0. (MIN. 5)\\\ >/x 2"x4" KEYNA X/\/ lu X\%\%\%\%\%\%\%\%\\/ D- 0- \//\//\//\//\//\//\//\//\//\//\//\//\ N \ 0 DRAWING TITLE: - //%//j t I ////cam y�/% //j//% Z\ NOTE: j//j//j/ a , ALL P GONG. 0 V T- PROPOSED ROOF PLAN SHALL BE x// // // // // //\ 4,000 P51 lu NEN F-10RES5 DESIGN DETAILS NINDON AS PER 13 X N IN SCHEDULE \-#4 BENT REBAR a v loll O.G. (MIN. 5) r PAGE: BASEMENT F.F. MR if u EXTERIOR 00NO. STAIR r�ETAIL r5- NEN EORESS lel lNr )ON NELL tm%750Z IA-502 5CALE: 5/4" = I'-V 5rALE: 1/2" = 1'-0" 77 DATE: 08/01/20 10 OF 13 ELEVATION NOTES EXIST. ROOF NEW ROOFING NOTE (TYP.): AREA TO REMAIN 1 O I. INSTALL NEW ROOF 5HINOLE5 TO MATCH EXISTING UPON 2.INSTALL ICE AND WATER SHIELD FROM FA50IA UP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEY5 OVER 3.INSTALL 15 # BUILDING FELT N.O.N) OVER 4.1/2" GPX PLYWOOD SHEATHING (BLOCK ALL SEAMS) NEW FLAT SEAM 5. GAP SHINGLE OVER RIDGE d HIPS (A5 REOV) NEW FLAT SEAM _ COPPER ROOF .PROVIDE RIDGE VENT (AS REO'D) COPPER ROOF 6 -T. FLASH ALL VALLEYS nq-I I S.INSTALL DRIP EDGE AS REG'D 9. INSTALL ALL A5 PER MANU. 5PEG.'s \ 6 — O NEW YP SIDING NOTE (T .): 2 I. INSTALL NEW CEDAR IMPRESSIONS SIDING UPON 2."TYVEK" HOUSE WRAP (OR EQUAL) i 5.INSTALL ALL AS PER MANU. SPEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER 12 -- INSTALLATION 2 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION t I M Kk L ; � M i... 12 WALL ❑ 38 ___ O `_ -- �1 O NEW DECORATIVE PANELING: I. PANELS TO MATCH MATERIAL d FINISH SELECTION 38 OF EXTERIOR TRIM 2.HEIGHTS AS PER ELEVATIONS;WIPTH5 TO ALIGN WITH COORDINATING WINDOW5 PLAN NOTE: HATCHED ROOF b SIDING INDICATES AREA OF NEW WORK ILE ' I iLLiLLL Ll LLL IlIFI i -- __ EX. u o A-.. ._.. B A O O Al - E- U — 0000 _ U J t FAST ELEVATION (FRONT) SCALE: 1/4" = I'-O" AREA OF NEW ROOF; NEW 5HINGLE5 TO MATCH EXISTING ,., Lt LliiLLLL i ..__.__v__�....,. anNw - - E - -, LLLLLL _ IIII II I I I I II 2 I I I� EXIST. A/G ( I III I-1 I 1� =1�=-�_ s -- NEW A/G �I ELiLLU XIST. ELECTRIC 2 CONDENSERS TO I METER TO REMAIN REMAIN CONDENSER ON no O GONG. 5LAB I O LJ Ll - I I IIII I I IIII I I PROVIDW E NE V4 G ERE55 WINDOW 0 0 0 I I I I O mLu Lu WELL;SEE DETAIL EXIST. WOOD DECK 5/A-502 c O O 0 — C U O O --- O O 0 Q SOUTH ELEVA710N (LEFT SCE) NORTH ELEVATION (R1 HT SI E) SCALE: I/4" = I'-O" '- -- -- - - - - -----'------... _ �_ �! SCALE: 1/4�! - I O EXIST. ROOF AREA TO REMAIN h, 4d < Ffo12 � 3 4c / 12 2 GI PROJECT: �; 1111 ❑❑ E l KESICKI - REVERSE COTTAGE DOUBLE-HUNG - WINDOWS _ _ RENOVATION I 12 38 1210 ARSHAMOMAQUE AVE. SOUTHOLD, N.Y. 11971 � 7E] 11 Fl Fl Fl - !I.-Lu _ DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS Mil L, IL I I Ex. : i� I - Ex. PAGE: i. _._.._..._.__. 110 O ILLJL� _4 A-600 NEST ELEVATION (REAR) SCALE: 1/4" = I'-o" DATE: 08/01/20 11 OF 13 SECTION NOTES ONEW ROOFING NOTE (TYP.): I. INSTALL NEW ROOF SHINGLES TO MATCH EX1571NO UPON 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 3.INSTALL 15 # BUILDING FELT (U.O.N.) OVER 4.1/2" GDX PLYWOOD 5HEATHIN5 (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE 8 HIPS (A5 REO'D) 6.PROVIDE RIDGE VENT (A5 REOV) '7. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE A5 REG2'D NEW EXPOSED NEW EXPOSED 9. INSTALL ALL AS PER MANU. 5PEG.'5 BEAMS BEAMS O I TYPICAL ROOF $ CEILINO CONSTRUCTION: II OVERLAID R.R. SHOWN INSTALL I ® SECTION GUT LINE • NEW ROOFING AS NOTED 12 (TO EXTEND TO • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL SIMP50N 12 LAYOVER VALLEYS)LEYS) PLYWD SEAMS) HANGERS AOF • R.R., G.J., d G.T. AS NOTED ON PLANS (® 5PAN5 (TYP) q OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, 2 OVERLAY REA NEW ROOF U.O.N.) I(� • MIN. OF R-4q SPRAY FOAM INSULATIONLU LL-i I OVERLAY 6 NEW BLOCKING, d'd AS REOV TYPICAL EXTERIOR WALL CON51RUGTION: -- r O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. 5HEATHINO (BLOCKING® ' .. SII ALL PLYWD SEAMS) • 2"xb" STUDS ® 16" D.G. w/ DBL. TOP PLATE I ' I ' I 3 ! i • MIN. R-21 CAVITY INSULATION - • 5/8" SYPSUM BD. WALL FIN15H : : _ �. ►' NEW : : I FAM I L : NEW SIDING NOTE (TYPJ: _ . O I. INSTALL NEW 51PINO AS NOTED ON ELEVATIONS I ROOM 2."TYVEK" HOUSE WRAP (OR EQUAL) NEW DOOR NEW FAMILY TO 2ND 5.INSTALL ALL AS PER MANU. 5PEG.'s ROOM STORY 4.PROVIDE ALL NECESSARY TRIM FOR PROPER �� 38 LJ.I DECK NEW FAMILY ROOM INSTALLATION 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION U ' WALL u u u u u u uL1J , O NEW R-50 BATT. INSUL. IN NEW FLOOR SYSTEM '` ~ s U U -j : I I O6 TYPICAL P. GONG. FOOTING B WALL ! CONSTRUCTION: • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD j : b NEW MASTER SILL SEAL 0 • ANCHOR BOLTS AS PER PAGE 0-005 CLOSET • P. GONG, FOUND. WALL AS PER DETAIL UPON NEW MASTER 5 4r - : • P. ON,. FOOTING 5 PER DETAIL I CLOSE I EW LOU E • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR NEW • B.O. GRADE BEAM 5'-O" BELOW GRADE MIN. LOUNGE NEW OARAOE • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN - APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHESNEW SLAB ® GRADE NEW SLAB ® GRADE/PATIOS / 6 STOOPS (WHEN APPLICABLE) Z O z Oz _ _ _ • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET O FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m — — - - - - - - m ink - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — U-T — — — — — — — — — — — — SEGT I ON A/A--700 SECT I Oil C/A-100 SEGT I Oil I�)/A--700 SCALE: I/4" = 1'-0" SCALE: 1/4" = I'-O" NEW EXP05ED BEA�15 EXIST. _RIDGE HEIGHT ELEV. +2i. H z 12 2 \ _ 1 v ui INSTALL 51MP50N 2 3 Q HANGER TO R.R. o AND G.J. 3 ❑ ❑ ow ( / '01 1 NEW FAMILY NEW HALLWAY ✓ Z` >: < EXIST. SECOND FLOOR BALCONY ROOM EXIST. a. ffi l- 4' NEN HOOD 4 STAIR 1 I `\ 4 r===T LLJ I ji --- \ ` PROJECT: EXI5T. FIRST FLOOR \` KESICKI NEW MASTER EXISTING ELEV. +I.4' EXIST. \\ NEW NEW GARAGE _._ ..... .... .... .. _.. . BATHROOM NEW FOYER LIVING ROOM I NEW NEW AVG. GRADE FOYER RENOVATION HALLW Y COVERED 6 NEW F.J. AS PER PLAN PORCH ELEV. +O.O aI NEW 5 GRAWL5PA0E EXIST. WOOD 2X6 ` O z A BETWEEN TOP OF = 1210 ARSHAMOMAQUE AVE. m� — — — — — — — - - — - - - - - - - STEEL JOISTdBTM. OF FLOOR JOISTS Oz_ ' SOUTHOLD, N.Y. 11971 - - - - - - - - - - - - O rn� EXIST. STAIR \ Q DRAWING TITLE: SECTIONS \ EXI5T. BASEMENT ELEV. -7.3' EXIST. BASEMENT ROOF FRAMING PLAN SECTION E3/A--700 SECTION F-/A--700 PAGE: SCALE: 1/4" = 1'-0" SGALE: 1/4" = P-O" AM � 0 AF A t v DATE: 08/01/20 12 OF 13 SECURE HANDRAIL TO WALL ON AT LEAST ONE SIDE OF STAIR IN HEADER A5 ACCORDANCE w/ MANU. 5PEG.'5; SPECIFIED ON 5 AND NOT PROJECTING MORE PITCHED METAL J HANGER THAN 42" INTO STAIRWAY; BY 'SIMP50N' OR EQ SEE HANDRAIL GRIP SIZES ADJACENT \ SECOND LEVEL NEW 2Xb NEW R-300 BATT SILL PLATE h INSULATION - BETWEEN CAVITIES lye" MIN. SPACE BETWEEN NEW 2"X5" P.T. RIM JOISTs/a" PINE RISE WALL AND HANDRAIL \ NEW (2) 2-Wo" P.T. SILL PLATES 5TANDARD5 FOR ORIPPABLE HAND RAIL PON SILL SEAL UPON 5/a" PINE TREAD SCALE: NTs COPPER TERMITE SHIELD 7- 10 mro X - p CROSS SECTION NEW 5/5" 0 HOOKED MIN.' r GIRGULAR NON-CIRCULAR y- --Q CLEARANCE NEW F.J. AS ANCHOR BOLTS ® 39" O.G. Lu I PER PLAN = z •. W 3" 5QUARE WASHER $ I" ROUNDED NO51tH N e.e " RADIUS = 1I, 4"-6Ya" ENDNUT w/Ya (NOT INCLUDED IN V2" / PERI- 2ya° ASPHALTIC ATER I GRADE TREAD DIMENSION) z MIN. 4 PROOFING lI � p / ly"_2 � METER MAX. WF— U `. F— LLJ #5 VERTICAL $ . l�tu REBAR 48" O.G. 1 a -�u l = J _ V� J (2) #5 HOR. CONT. I. I (3) 2"x12" P.T. 5TRINGER5 ® N REBAR TOP AND ,II w/ R-21 INSULATION, IF UNDERSIDE BOTTOM OF WALL .II I5 FACING 5TORACGE/NON-HABITAL SPACE / ., . NEW 2" POURED GONG.SLAB 'm (I, m- ..m y2" GYP. BD. t .4 rl . j1 6 ML. POLY ------=-----==� TREATED 2"x12" 51LL MOISTURE RETARDER- ` - -! $ ',, FOR CONTACT w/GONG. ------ -- 4" GRAVEL BASE — a (IF APPLICABLE) PROV.ICLEAN �-- COMPACT iiFILL IN.1 ._�....__ FIRST LEVEL NEN ORAALSFAOE DETAIL rfINTERIOR MOOD STAIR DETAIL A-800 SCALE: 3/4" = I'-O" A-800 SCALE: I/2" = I'-O" /�\ 4" FRESH AIR VENT tL J I>\THROUGH ROOF O O 1 O \\ v7 Q Q \\\� w d I I 0 I 0 I a NEW FULL BATH j NEW FULL BATH PROPOSED FAMILY NOTE' ROOM VERIFY GAS LINE ALL PLUMBING WORK _ I I GONEGTION SIZE N SHALL CONFORM TO OTA W — I WITH MANUFACTURER ALL PLUMBING d O r I I I LOCAL PLUMBING CODE 0FUEL OAS INORK O 1 :2111 2 1 I p SPECS SHALL ONFORM tL I I I I PROVIDE "ABESCO FF200 FR Q I I IL FLOCAL Q " I I I z I � p PLLUMBING GORE # 12 I I I EXPANDING FOAM" (OR EQUAL) p Q4 I I I AT ALL PENETRATIONS IN FIRE w 31 K O I i � LEGEND z FUEL GAS I RATED WALL5 AND N =1 z Iv N I 1 v 1= ____ HOT WATER ►I I c I I FLOORS/CEILINGS. PRODUCT = N \I N m -- - N NEW GAS PIPING PENETRATIONS: �X- �� a 1 ni 1= SHOWER N. I� SUPPLY I SHOWER I I CONFORMS TO ASTM E 814, \ --------- -- _— _-- = — — GOLD WATER _ FIREPLACE I PROVIDEND NG FOAM" (OR EQUAL) `O e� 2 I I ASTM E 84, AND UL 14'19 I� G.O. 2" 3" I — — — —--—. — --+� SUPPLY AT ALL PENETRATI ONS AT WALL5 Q� Rl' AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO A5TM E 2 NEW MASTER BATH —� NOTE: I NEW "ABESGO FP200 FR 814,ASTM E 84, AND UL 14.79 _ I ALL PLUMBING WORK I I EXPANDING FOAM" (OR EQUAL) 3 NEW MASTER BATH AT ALL PENETRATIONS IN FIRE SHALL CONFORM TO 1 I ��. RATED WALLS AND EX15T. KITCHEN N G i LOCAL PLUMBING CODE O I I FLOORS/CEILINGS. PRODUCT Or r- .2111 "1 :2111 I „I O l i CONFORMS TO ASTM E 814, O IL I 1 I 2 1 GLEAN OUT LL I A5TM E 84, AND UL 14'79 O 2„ I 1 1 21. i 3" As REOi IQ 1 i PROJECT: '- LL. I F.A.I. U I� Q4 V I I EXIST. RANGE I 1 I I S 1v I IV I I j tL I I SHOWER 2" 2" NI 1= SHOWER ill NEW OUTDOOR SHOWER E ICK I EX15T. RENOVATION 2 2" ------•-A - — `� - -- -- PROPANE G.O. �.._.._. _. _.._ .._.. y_.._.._.._.. 1h, TANK G.O. GRADE CONNECT TO ( � � GRADE - ------ GAS SUPPLY 411 EXIST. WATER I j j GRADE 1210 ARSHAMOMAQUE AVE. z0 SUPPLY SYSTEM 1 � j z w� 4" HOUSE ul T SOUTHOLD, N.Y. 11971 N O MAIN DRAIN 0 O to_ W- HOU5E TRAP �' o Q i O z Q a o 0 NEW 0 o �, p tu o w Q DRAWING TITLE: v t- Q MANUFACTURED Q I �' u1 to V LL Q O N `� G.O. DRYWELL w ! w 0 ° m DESIGN DETAILS FOz OUTDOOR z NEW GAS RISER DIAGRAM SHOWER I FURNACE I TO STREET L PLUMBING RISER DIAGRAMS ` BACKFLOW PREVENTION: 411 TO NEW BACKFLOW PREVENTION: j [KA7ER MAIN BACKFLOW PREVENTION: SEPTIC PROVIDE BACKWATER PROVIDE BACKWATER 5Y5TEM VALVES IN COMPLIANCE WITH 3 PROVIDE BACKWATER VALVES IN COMPLIANCE WITH BG 5501.1 AMENDMENTS TO VALVES IN COMPLIANCE WITH PAGE' PG '715 k BG 6501.1 AMENDMENTS TO A5CE 24-05 A5GE 24-05 SECTIONS 7.3.3 3 BG 6501.1 AMENDMENTS TO SECTIONS 7.3.3 3 7.3.4. 7.3.4. A5GE 24-05 SECTIONS 7.3.3 E 7.3.4, A-800 FLUME31 NO RISER - DRAIN / NA57E / VENT FL.UME31 NO RISER - SUI=PL`I' OAS RISER - SUFFLY SCALE: NTS SCALE: NTS SCALE: NT5 DATE: 08/0120 13 OF 13