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HomeMy WebLinkAbout45094-Z �Og�EFOtK o Town of Southold 4/28/2022 o y� P.O.Box 1179 53095 Main Rd oy o� rSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43013 Date: 4/28/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 750 Victoria Dr, Southold SCTM#: 473889 Sec/Block/Lot: 78.-9-71.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/3/2020 pursuant to which Building Permit No. 45094 dated 8/10/2020 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 front porch, rear covered entry, rear stoop and attached garage with bonus room above,to existingtle family dwelling as applied for. The certificate is issued to Scanapico,Raymond&Jeanmarie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45094 9/23/2021 PLUMBERS CERTIFICATION DATED 4/22/2022 NHM Smith A or e S nature suFFoi,rc TOWN OF SOUTHOLD �oo�° day BUILDING DEPARTMENT . TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45094 Date: 8/10/2020 Permission is hereby granted to: Scanapico, Raymond & Jeanmarie 26 Calvin Ave Syosset, NY 11791 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 750 Victoria Dr, Southold SCTM #473889 Sec/Block/Lot# 78.-9-71.2 Pursuant to application dated 8/3/2020 and approved by the Building Inspector. To expire on 219/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $552.40 CO-ALTERATION TO DWELLING $50.00 Total: $602.40 LinginspectoIr ®F SO(/T��l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinca-)town.southold.ny.us Southold,NY 11971-0959 OIyCOUNTYs�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Raymond Scanapico Address: 750 Victoria Dr city:Southold st: NY zip: 11971 Building Permit#: 45094 Section: 7$ Block: 9 Lot: 71.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 64 Ceiling Fixtures 9 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 16 Wall Fixtures 6 Smoke Detectors 3 Main Panel 150X2 A/C Condenser 3 Single Recpt Recessed Fixtures 47 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 4. Transformer UC Lights 12' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect 3 Switches 5$ 4'LED 13 Exit Fixtures Pump 11 11 Other Equipment: Floor Heat, Dual Fuel Oven 30A, Fridge, DW, Micro, W/D, Floor Heat (1), 150A Panel 42 Circuit 13 Used, 150A Panel 42 Circuit 17 Used, 16 Circuit Transfer Switch, Disposal Notes: New Two Story w/ Unfinished. Basement Inspector Signature: Date: September 23, 2021 0 S.Devlin-Cert Electrical Compliance Form TownHallHall Annex Telephone(631)765-1802 �, 54375 Main Road , .,.c(t {• ` .: Fax(631)765-9502 P.O.Box 1179 Y} Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD IDJ F g N APR 2 Z 2022 r BUILDING DEPT ;:C.E-R.ZI,F<LC_ATI—QN. TOWN OFSOUTHOLD Date: - Bulldin Permit No.' Owner: JV . ;iPfease priest) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I%o lead. AJL lumbers Sigriatare)' d. Sworn to before me this day of 1 j 20 Notary Public,.-J TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 20 �D Of SoOIyO -- TOWN .OF SOUTHOLD BUILDING DEPT. cou765-1802 ANSPECTION [ F NDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION f [ ] PRE C/O REMARK 151 tk D • �IMn ur rCA- S DATE 1 1 INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. `'�u►m � 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] ..INSULATIOWCAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION f ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A-w/ . DATE v INSPECTOR oF souryo ---— - - # TOWN OF SOUTHOLD BUILDING DEPT. ��`��vu►nr � 765-1802 INSPEC 1 [ ] FOUNDATION 1ST [ ROUGH PLBG. [: ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARKS: lax 3P nt (D *,�f DATE Lflod INSPECTOR aoF sours� (� y 7 C) V t e--t-o n ter # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 .. � . 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]" FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION Nh ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE S' Z INSPECTOR �� ' �7(® fq pFSOGTy�I -- # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [/, INSSULATIOWCAULKING UGH PLBG. FOUNDATION2ND [ , [ ] FRAMING /STRAPPING [ ] FINAL- ] 'FIREPLACE INAL] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- FIRE NSPECTION-FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ ✓1 qo o IQ R0.y MMV4IL . .- DATE INSPECTOR 01947,0')l 4�oqqOF SOUTy� --- # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN PECTION [ ]- FOUNDATION 1ST [ ] ROUGH PLBG. : C ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [VI FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [° .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ° ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 4 ow DATE L INSPECTOR Of 50UT9 501 q 7970 V i C-"o x CA- VR, # TOWN` F SOUTHOLD BUILDING. DEPT. �y�ourm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. {. ] FOUNDATION 2ND [ ] INSULATION/CAULKING = [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ' [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ELECTRICAL (FINAL), [ ] CODE VIOLATION [/ ] PRE C/O REMARKS: vv/4w_#&,6, DATE 2Q /Sl INSPECTOR 4. -71 ORGANIZATIONACCREDITED �' }� ICYNENE GUA AN. Spray FoamSpecialists i oP4"..NT�F Radiant Drywall and Insulation Corp. • Energy Consulting and Design Division O�henstT\� ' www.RadiantinsulSystems.com P 0 Box 899 (Cod Middle Island,NY 11953 o Phone:631-924-0500 Fax:631-924-4584 EnviroDrio'=" 2/02/2022 To whom it may concern, My name is Anthony Jones, HERS Rater—RTIN#3808022,for Radiant Insulation Systems. On two separate occasions I tested the dwelling Located at 750 Victoria Drive in the township of Southold.While making recommendations to improve the structures tightness,we have gotten to the point where the only way to achieve the 3 ach 50 target would be for Mr.Scanapico to incur unreasonable expenses that were not part of the original,approved design of the project.This dwelling was not able to meet 3ach and is at an unfair disadvantage in doing so since the majority of the original structure is still in place. Where there are additional structures constructed to the original dwelling,they are not able to be thermally isolated. By NYS guidance,these scenarios are not subject to passing the air tightness test. Please see the link and screen shot attached. Target—1,530 Test out—3,030 https://dos.ny.gov/division-building-standards-and-codes-frequently-asked-questions - c Is El ofc6McheckmqbemilableWchmayincludeaspeciflcveminnofthe2D2DL6C fS. ,Pumuentto AOicieltatnn Energy Law,19NYCRR1240'SMa Energy Conwm,t,n Comlrudim Code'was promulgated with an effective data of May 12.2020.This pan antl Ne publcadons Inconereted by relemm,a constiune the State Energy Conservation Cons"Oon Code.Please see 19 NYCRR 1240 for all publiwflons Incorporated by reference Into that Part. 5.Areprior(superseded)wralons of RESCheck and COMCheck avallable,and Ife,ho,, these accessed? Prior versions of RESCheck antl COMCheckere avallable by email request,to the US Department of Energy,at hi,,WA v rarg;ycodesgWHelpDesk j} 6.Is,'blower door cert•mqulred loran new homes c,m s,dted under Ne 2020 IRC and 2020 7J IECC? Yes.Per Section R402A of Ne 2020 ECCCNYS,and Section N1102A of the 2020 RCNYS, mapecWely.require Ne use of a'blowertloor lesC(ACH 50 testing)to determine building tightness as mandatory requbemeel for new couskuNon only. 7.For residential use.t spray foam penethed to create a-conmtionedatticassembly-byspraying No foam dlrectiy on the underside of Ne roof mm,without ventilation above or below the foam? Yes.In one-and two-rarely dwellings and mwphousas,section R06.5 of the 2020 RCNYS permits an —M,d able under spedfled conditions and requirements using aft-tmpermeable Insulation(e.g, spray foam)to control moisture.Airimpermeable ImulMiessn Is Nwing an e key to alloememod attic, since control of air passage Is also Ne control of mmstuie paage.Ainlmpermeable Insulation must meet ASTM E2t3 and the code-requind thickness of Imulatkm as determined by dimer,design zone, as designated by Table 8606.5.Coincidentally.the—reed avic seating approach avows for dmvnsaing ofMemechadcalsyslenlsbyasignif ntpercentageby ACCAManual.) _ _ _.,._ � I B_LP?rx nenm:emm - `0 of �j^ ® �0 S? G:�- 7-©.r0 .,_._zes C.G•r a 4 Sincerely, Anthony Jones 631-879-2851 Page 1 of 1 s r e • • • Cb BS . Ir Fo 31 Us ROUGH FRAMING& PLUMBING SM sr , ENERGY �. gill owl— SM4 Mt rMW TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 (�.[� Survey SoutholdTown.NorthFork.net PERMIT NO. 1 J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate 7�` Storm-Water Assessment Form ( O` V Contact: Approved 20 Mail to: Disapproved a/c Phone: i -;6a D LB.flding Inspector J U L 2 020 APPLICATION FOR BUILDING PERMIT $ 1�1NG I)E Date -111-7 ,20 20 INSTRUCTIONS a'Tliisyapplication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,"the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit *itliq d s id in building for necessary inspections DD (Sig ture of applicant or name,r a corporation) AUG - 3 2020 750 P1L- sc: JJTHo1..0 , NY (Mailing address of applicant) StJ; ifJJW4M"owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises (zA-"S mc*3p 5 r-."jAKeL C o (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �d -���r��-cry •p►'�- �.�=��t °:,� N!�' House Number- Street County Tax Map No. 1000 Section 1106 Block-:- Lot. �i7l(c�r 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 ��%(.6orrt�n t c.i �C1j , b. Intended use and occupancy 6 3. Nature of work(check which applicable):New Building Addition V/ Alteration_ Repair Removal Demolition Other Work 4H r—O (Description) 4. Estimated Cost �o` 00 O Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor 1 If garage, number of cars 11 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front. Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front ®' 1 Rear 5 0, Depth (OS S Height 'fit � Number of Stories• 8. Dimensions of entire new construction:Front t�So• 1/ Rear Depth 6 C• / Height Number of Stories _ 9. Size of lot:Front Rear Depth 2"00 t O 4 10.Date of Purchase 2 2 Z b 20 Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES NO ,//Will excess fill be removed from premises?YES -NO 14.Names of Owner of premises Address?3-11", Vt44r' l A- Phone No. Name of Architect pGNot S rAeuE Address G- G'-"t tJ A'r-• Phone No 6( 927 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE Ij�QUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO _/ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. j _a 16.Provide survey,to scale,with accurate foundation plan and distances to property lines5 ; y a 17.If elevation at any point on property is at 10 feet or below,must provide topographical=data on.survey. "n� 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. r' L STATE OF NEW YORK) f SS: COUNTY OF ) 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 torenieAis R AoRS BATISTA oYork da o 19r3063 if ie I folk County 6 County DR o Ron xpires pn 3,20V Signature o $uEFOLK�� BUILDING DEPARTMENT- Electrical Inspector �O TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO fox 117 dO Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro-ger_richertCab-town_southold.ny.us 7 APPLICATION FOR ELECTRICAL INSPECTION EQU ESTED-BY:- _. -Date: cm an Name: ame:cense No.: email- Br'uc-iS CMZ 1' C Dvl.ia l Lci ,;cess: j3eb &je_yA 6uT140id k) 1(T-) l E o.ne-No.: l "76, 7 DB SITE INFORMATION: (All Informa-on Required) ame: fZ (>� SC�rAV 4i7 ddress: ® �CZ'o�tPr fir. ross Street: �I ( ,l� q •Vl-:�a hone No.: 67s-6L(35 ldg:Per,nitt: qS,'6,7q ernail: t-q 9Z (C.CQ .}r9 ,corn ax Map District: 1000 Section: Block: Lot: RIFF DESCRIPTION OF WORK(Please Print Clearly) open iyie 1ec. rre.�Pl e,r �, 1!, l l��T nc4 2�wS ircle All That Apply: Job ready for inspection?: .YES/ NO Rough In Final o you need a Temp Certificate?-. YES NO Issued On emp Information: (All information required). arvice Size 3 Ph Size: 3010 A #Meters ! Old Meter# avi Service- Fire Reconnect- Flood Reconnect-Service Reconnected Underground. Overhea N Underground Laterals 1 2 H Frame Pole Work done on Service? Y ddi-fional Information- PAYMENT DUE WITH APPLICATION A, Request for Inspection FormAs (! �� PERMIT# A r s' Switches / Outlets �1 G F I's Surface V q Sconces HH'sl i UC Lts : � ` � )4,rdv - . Fans 1 \ Fridge HW Exhaust Oven (�.� �L W/D Smokes L I DW 1 Mini Carbon :Micro I Generator Combo,.,,, ,.. Cooktop . _ „_„-, Transfer' AC AH C Hood I Service _ Amps ave` `151.0 Comments: V LA-1 _ �n �o�S�fFot,��o Gy�'a BUILDING DEPARTMENT-Electrical Inspector H x- TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �Ol �a0 Telephone(631) 765-1802-FAX(631) 765-9502 Temporary Certificate # Date y 2021 Customer Name r—AwkPIGO Electrician Name EA-,--r Co�N � Address 5-0 Phone 4 , 7&7 825I e-mail e-mail �� .�✓; Phone , & L( 3 License# b Size_3&C) A Phase Overhead X J--- Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole HI P Fire Reconnect Was work done on Service? Y/N I Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90&s from the date above. Authorized by /4 Scott A. Russell IDSUFFQ/r STO>]KAWWA'7C']EIK SUPERVISOR o I�v][A\N ASG 1E1\\41ENT SOUTHOLD TOWN HALL-P.O.Box 1179 d 53095 Main Road-SOUTHOLD,NEW YORK 11971 ti � Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) _..__........ .. . ... ........_.. .... ..... _.... ._. ... _ ...... .. .... _ ...... . .. . _.. .. DOES THIS PROJECT INVOLVE ANY OF THE ]FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Densign Professional,Agent,Contractor,Other) S.C.T.M. : 1000 Date: 4 ' District NAME: AO&Zje-orr 5ection Block Lot &Snot ) ;"`:`:` FOR BUILDING DE;PARTI'IENT UISE ON'l Contact Information: a'•rmo�r w„c<o Reviewed By: — — — — — — — — — — — — — — — — — — Date:Property Address / Location of Construction Work: — — — — — — — — Daa — — — — — — — — f' r� f� ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. �� ` � ”' ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 o`ASufFoc,�oo Town Hall Annex �� Gy Telephone(631)765-1802 54375 Main Roado Fax(631)765-9502 P. O. Box 1179 N 2 Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: AM 0 iJI> '5f'4M 61a Location of Propej2114 I V_ M5 501 f:72#2z"b N y Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) / Roof framing (R) �c Floor and roof framing (FR) Signature: J Name (person submitting this form): �� r � �,td,t� Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WRITE REFLECTIVE RED PANTONE #187 H 1/2" STROKE The construction type designation shall be Lipp 4411555 6611p SgV55or civil to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ 461777 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ■ ■ "W5 ROOF FRAMING 11"VtL, - 1�N"�r.4, 111711" FLOOR AND ROOF FRAMING STANDARDS AND CODES Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, A`� �jl a1Jpl�i X16 residing at 7r2o V141-o/zie Plyyt (Print property owner's name) 44011T (Mailing Address) Oti-0/,}oLj f`� do hereby authorize 64W (Agent) to apply on my behalf to the Southold Building Depai anent. (Owner's Signature) (Date) RAY '96ANAP,46-16 (Print Owner's Name) ED �Q�0�[ D AUG 1 0 2020 nBUILDTNG DEPT. ".1"t HOLD Oyster Bay Drafting and Architecture, P.C. G5 W. Main 5t. Oy5ter Bay, N.Y. 1 177 1 Tel.: 5 1 G-922-5976 Fax: 5 1 6-922-6235 httl?://www.oy5terbayciraftino.com September 5,2019 Town of Southold 54375 Route 25 Southold,NY 11971 Re: Scanapico Residence 750 Victoria Drive Southhold NY Section: 78 Block: 9 Lot: 71.2 Dear Plans Examiner, Please find enclosed two sets of drawings for amendment with the following changes(delta 1): 1. Front stoop extended to 8'-0" 2. Blico Door removed.New Cellar entry to be added to scope of work in rear of dwelling 3. All windows changed from Casement to Double Hung,specs changed as required 4. Window schedule added to plan 5. Zoning updated as required for changes above Regards, Andrew Kaplan,R.A. DE `�L=OVELb SEP 1 C 2020 BUHDPTG DEPT,. p�7 r1�...fi 0� V SO(/j�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Q a coum BUILDING DEPARTMENT TOWN OF SOUTHOLD April 15, 2022 Scanapico, Raymond 26 Calvin Ave Syosset, NY 11791 RE: TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Electrical Underwriters Certificate. Placard VF 22-� Final Survey with Health Department Approval. —(Z)Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45094-Z Additions/Alterations i �x S.C.T.M.' NO. DISTRICT: 1000 SECTION: 78 BLOCK: 9 LOT(S): 71.2 LAND N/F LAND N/F LIBERTY LANE OF OF o THOMAS L. KENNEDY p JODY L. LEVIN LAND USED C co v 131'OTHERS. _ PIPE S64040'1 0"E 10 0.0 0�' PIPE co (c DRIVEWAY \\\ \ I L0 7§64-4010 100.00° i vl 4.3'N 2.VN \ \� ON. , cc ► 1 1 \ J \ �1 wW � 4 � \ a� N O 1 \ \63 _-28Uj z I ^ \ I I I 40.8' e1Lco U.P. 11 \ j I I 1 04 1 STY FRM. \, 1 1 '1 'I 1 0 DWELLING —85.0' I 1 1, Q 9.4' //750 cc) 19.f' I / ROOONC ER '0 FFL 33.1 WOOD ( 'n DECK 22.1' I N GFR31..9 GE 12.1 I !I 1 I I I / )`� 42.3\\ 65.5' /� / n '\ I L 92.4' / AS LT D IVEWAY \ \ 1, CONC. R SHOWE 1 LO 00 w i �\ i \ �� UPDATED: 1/19/2020 MoA. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL i N64�40'10°'W I \ \ LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS 2 0 0.0 0 AND OR DATA OBTAINED FROM OTHERS. LAND N/F I NAVD88 OF AREA: 32,600.00 SQ.FT. or 0.75 ACRES ELEVATION DATUM. _________________________ ROBIN ANGOTTI UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY U.P. MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS ANO/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: RAYMOND SCANAPICO; MAP OF: JEANMARIE McGUIRE SCANAPICO; FILED: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; SUBJECT TO EASEMENT AS DESCRIBED SITUATED AT: SOUTHOLD VALLEY NATIONAL BANK; LIBER 12078 PG. 132 TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design f� P.O. Box 153 Aquebogue, New York 11931 1"-30' PHONE (631)298-1588 FAX (631) 298-1588 FILE # 13-177 SCALE: — DATE: OCT. 8, 2013 N.Y.S. LISC. NO. 050882 maintaining the records of Robert S. Hennessy & Kenneth M. Woychuk REScheck Software Version 4.7.1 Compliance Certificate Project Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: SCANPACIO SCANPACIO DENNIS MELE 750 VISTORIA DRIVE 750 VISTORIA DRIVE OYSTER BAY DRAFTING AND SOUTHHOLD, NY SOUTHOLD, NY ARCHITECTURE 68 WEST MAIN STREET OYSTER BAY, NY 11771 Compliance: Passes using UA trade-off Compliance: 2.2%Better Than Code Maximum UA: 875 Your UA: 856 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter FIRST FLOOR:All-Wood joist/Truss:Over Unconditioned Space 2,314 30.0 0.0 0.033 76 FIRST FLOOR SLAB: Slab-On-Grade:Unheated 484 5.0 0.752 364 Insulation depth: 3.0' FIRST FLOOR WALL:Wood Frame, 16" o.c. 1,952 15.0 0.0 0.077 116 (1)CW24: Metal Frame with Thermal Break:Double Pane with Low-E 10 0.310 3 SHGC: 0.28 (2)A21: Wood Frame:Double Pane with Low-E 8 0.310 2 SHGC: 0.28 EXISTING 2'X3':Wood Frame:Double Pane with Low-E 6 0.310 2 SHGC: 0.28 (4)EXISTING 2'4"X4': Wood Frame:Double Pane with Low-E 37 0.310 11 SHGC: 0.28 (4)EXISTING 3'X4': Wood Frame:Double Pane with Low-E 48 0.310 15 SHGC: 0.28 (1)CW345: Wood Frame:Double Pane with Low-E 41 0.310 13 SHGC: 0.28 (6)EXIST 2'8'X 4':Wood Frame:Double Pane with Low-E 64 0.310 20 SHGC: 0.28 (1)CXW355: Wood Frame:Double Pane with Low-E 32 0.310 10 SHGC: 0.28 2'6" DOOR: Glass 17 0.310 5 SHGC: 0.28 Project Title: Report date: 07/17/20 Data filename: Q:\Projects\2020 jobs\20040-Scanapico\RESCHEK\SCANPACIO.rck Page 1 of10 r ' Gross Area Cavity Cont. Perimeter (1)3' DOOR: Solid 19 0.170 3 16' GARAGE: Solid 128 0.170 22 FWH6068: Glass 40 0.310 12 SHGC: 0.28 SECOND FLOOR WALL: Wood Frame, 16" o.c. 856 15.0 0.0 0.077 60 CW35:Wood Frame:Double Pane with Low-E 47 0.310 15 SHGC: 0.28 CW245: Wood Frame:Double Pane with Low-E 23 0.310 7 SHGC: 0.28 (2)AN251: Wood Frame:Double Pane with Low-E 6 0.310 2 SHGC: 0.28 FIRST FLOOR CEILING: Flat Ceiling or Scissor Truss 1,341 30.0 0.0 0.035 47 FIRT FLOOR CEILING: Cathedral Ceiling 790 30.0 0.0 0.034 27 SECOND FLOOR CEILING: Flat Ceiling or Scissor Truss 696 30.0 0.0 0.035 24 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The propose ing25een designed to meet the 2015 IECC requirements in REScheck Version 4.7.1 andsto comply with the mandatory irements in the REScheck Inspection Checklist. Name'-Title Sigrr Dat Project Title: Report date: 07/17/20 Data filename: Q:\Projects\2020 jobs\20040-Scanapico\RESCHEK\SCANPACIO.rck Page 2 of 10 REScheck Software Version 4.7.1 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 i documentation demonstrate ❑Does Not [PRJ]1 energy code compliance for the building envelope.Thermal E❑ 0 !,building Observable j :envelope represented on ( - �❑Not Applicable ;construction documents. } ; 103.1, ;Construction drawings and ❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable iSystems serving multiple } ❑Not Applicable ;dwelling units must demonstrate ; ;compliance with the IECC ; ;Commercial Provisions. 302.1, Heating and cooling equipment is: `Heating: ; Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr T❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable 0, Manual] or other methods Btu/hr Btu/hr ; ; approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) :3 1 Low Impact(Tier 3) Project Title: Report date: 07/17/20 Data filename: Q:\Projects\2020 jobs\20040-Scanapico\RESCHEK\SCANPACIO.rck Page 3 of 10 section Plans Verified Field Verified # Foundation'Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.2 ;Slab edge insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies [FO1]1 ;❑ Unheated ;❑ Unheated ;❑Does Not :table for values. © E] Heated j❑ Heated ;❑Not Observable ❑Not Applicable 402.1.2 ;Slab edge insulation ; ft ft ;❑Complies ?See the Envelope Assemblies [F03]1 (depth/length. ;❑Does Not table for values. gJ ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a C� ❑Not Observable minimum of 6 in. below grade. , ❑Not Applicable 403.9 Snow-and ice-melting system 10Complies [F012]2 controls installed. ❑Does Not U ❑Not Observable IE]Not Applicable Additional Comments/Assumptions: , 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/17/20 Data filename: Q:\Projects\2020 jobs\20040-Scanapico\RESCHEMSCANPACIO.rck Page 4 of 10 Section # Framing/Rough-in Inspection Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Value Value 402.1.1, ;,Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 UDoes Not ;table for values. [FR111 ;❑Not Observable 00 ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, iaverage). []Does Not ;table for values. 402.3.3, 402.5 :❑Not Observable [FR2]1 ;❑Not Applicable u ; 303.1.3 ;U-factors of fenestration products ❑Complies ; [FR4]1 are determined in accordance { ❑Does Not 00 :with the NFRC test procedure or j ❑Not Observable taken from the default table. tt ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier gI ❑Complies [FR23]1 hnstalled per manufacturer's i ❑Does Not ;instructions. ( ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR2011 lis listed and labeled as meeting ❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 l� or has infiltration rates per NFRC ❑Not Observable , 1400 that do not exceed code ❑Not Applicable ;limits. 402.4.5 ?IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <2.0 cfm leakage at 75 Pa. ❑Not Observable , ❑Not Applicable 403.3.1 ;Supply and return ducts in attics (❑Complies [FR12]1 ;insulated >= R-8 where duct is )❑Does Not J >= 3 inches in diameter and >= R-6 where < 3 inches.Supply and ❑Not Observable 1 :return ducts in other portions of ❑Not Applicable ; ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 Ifor< 3 inches in diameter. 403.3.5 Building cavities are not used as # ❑Complies [FR15]3 ducts or plenums. ❑Does Not lU, ; ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids i R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids :❑Does Not below 55°F are insulated to>_R- p l� S3 , Not Observable , ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC } ❑Complies ; [FR24]1 ;piping• ❑Does Not C� ❑Not Observable {❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2 >_R-3. E❑Does Not v ; ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies ; [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/17/20 Data filename: Q:\Projects\2020 jobs\20040-Scanapico\RESCHEK\SCANPACIO.rck Page 5 of 10 Additional Comments/Assumptions: ' 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/17/20 Data filename: Q:\Projects\2020 jobs\20040-Scanapico\RESCHEK\SCANPACIO.rck Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions Sc Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]z or the installed R-values s ❑Does Not U provided. ! ; _ ❑Not Observable �E]Not Applicable 402.1.1, :Floor insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood �❑Does Not :table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable u ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 ;manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the (0) underside of the subfloor, or floor ❑Not Observable :framing cavity insulation is in I ❑Not Applicable contact with the top side of ;sheathing, or continuous gg i insulation is installed on the 2 :underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing members. ; 402.1.1, !,Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.6 ;wall insulation on the wall ;E] Mass E] Mass ❑Not Observable [IN3]1 �exterior,the exterior insulation �E] Steel ;❑ Steel :❑Not Applicable licable �J ;requirement applies(FR10). I ; 303.2 ;Wall insulation is installed per } ❑Complies ; [IN4]1 ;manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) '.3 1 Low Impact(Tier 3) Project Title: Report date: 07/17/20 Data filename: Q:\Projects\2020 jobs\20040-Scanapico\RESCHEMSCANPACIO.rck Page 7 of 10 section Plans Verified Field Verified ' # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. ; R- R- I❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, 1 E] E] Steel ;❑Not Observable ' 6 ❑ [Fill ; Not Applicable FI1] : I 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies [FI3]1 ;insulation ?R-value of the I❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 :ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Nat Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [F14]1 :cfm/100 ft2 across the system or I ft2 1 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in I ❑Not Observable tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 :determine air leakage with 1 ft2 ft2 :❑Does Not either: Rough-in test:Total leakage measured with a I :❑Not Observable pressure differential of 0.1 inch I ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler ; enclosure if installed at time of ; : :test. Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air ; :handler enclosure. ; 403.3.2.1 ;Air handler leakage'designated ❑Complies [FI24]1 :by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Flg]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies (FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 $Circulating service hot water ❑Complies [F[11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) =3 1 Low Impact(Tier 3) Project Title: Report date: 07/17/20 Data filename: Q:\Projects\2020 jobs\20040-Scanapico\RESCHEK\SCANPACIO.rck Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.lU 403.6.1 All mechanical ventilation system ( ❑Complies [F.12512 tfans not part of tested and listed y ❑Does Not HVAC equipment meet efficacy 1! and air flow limits. E, ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F126]2 Ithrough one-or two-pipe heating ❑Does Not systems have outdoor setback I control to lower boiler water ❑Not Observable temperature based on outdoor []Not Applicable temperature, • i 403.5.1.1 IHeated water circulation systems t i❑Complies [F]28]2 have a circulation pump.The !❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe, Gravity and thermos- ❑Not Applicable syphon circulation systems are ; not present. Controls for ; circulating hot water system pumps start the pump with signal t for hot water demand within the i occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems s. ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically `. adjust the energy input to the ❑Nat Observable heat tracing to maintain the ❑Not Applicable ; desired water temperature in the piping. 403.5.2 Water distribution systems that 5 ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water ; supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable ; water supply pipe have a demand recirculation water I system. Pumps have controls that manage operation of the pump and limit the temperature t of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies ; [F131]3 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat []Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- S' side pressure loss of drain water heat recovery units< 2 psi for ; ;individual units connected to ` three or more showers. 404.1 1175%of lamps in permanent ❑Complies [F16]1 :fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404,11 Fuel gas lighting systems have ❑Complies [F1231 no continuous pilot light. ' ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) :3Low Impact(Tier 3) Project Title: Report date: 07/17/20 Data filename: Q:\Projects\2020 jobs\20040-Scanapico\RESCHEK\SCANPACIO.rck Page 9 of 10 section Plans Verified Field Verified ' # Final Inspection Provisions Value Value .Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies [f] ❑Does Not ❑Not Observable y ❑Not Applicable 303.3 .Manufacturer manuals for i • ❑Complies [FI18j3 mechanical and water heating i ❑Does Not systems have been provided. „ ❑Not Observable ( ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/17/20 Data filename: Q:\Projects\2020 jobs\20040-Scanapico\RESCHEK\SCANPACIO.rck Page 10 of 10 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.28 Door 0.17 0.28 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date.• Comments ZONING CALCULATIONS cOLUMBIA ROAD SECTION: 78 BLOCK: q LOT: 71.2 ZONE - R40 1342' 900' LOT AREA = 32600 SF 875'$ 7.39' 1 ©$ (400' 8,75' 73q, 8 L 8,75' S 250 Iql 5011 W 156.111 0 REQUIRED EXISTING PROPOSED _ _ _ _ LOT COVERAGE .6 - - - - �- - - PRII"IARY DWELLING.............. 2447.00 SF 23.35' O FRONT PORCH........................ ....................... .•... 117.00 SF r 27q.13 SF DECK..................................... ....................... ..... 382.00 SF REAR STOOP / ROOF OVER... ....................... ..... 00.00 SF 138.40 SF © 8 © I I SHED..................................... ....................... ..... 00.00 SF 308.00 SF < Q O O TOTAL LOT COVERAGE 6520.000 5F 2g46.000000 SF 3522.280000 SF O 20.00 % g.037 % 10.805 % 2190 I I FLOOR AREA I I FIRST FLOOR........................ ....................... .... 2447.00 SF 2796.75 SF SECOND FLOOR..................... 00.00 SF 696,64 SF GO TOTAL FLOOR AREA N/A 5F 2447.000000 SF 34g3.3g0000 SF 5,30' 2335' `^ O W I � v N/A % 7.506 % 10.716 % $ O © FRONT YARD SETBACK..................... 50.00 FT 42.30 FT 40.80 FT 28.65' N I i 2190' 497-1 •� REAR YARD SETBACK.......... 50.00 FT 85.00 FT 87.10 FT 11,67- O g I I SIDE YARD SETBACK: I I SIDE YARD........................... 15.00 FT 54.80 FT 54.80 FT {�RDP05ED LOT COVER�4 DIA RAA FIRST FLOOR �LDOR�4RE� SIA Tz4M S�CON'D FLOOR FL00R_ AREA DIS RAM AGGREGATE.......................... 20.00 FT 64.50 FT 64.50 FT SCALE:I° = 20' - _-_ -- -- - - TOTAL SIDE YARD SETBACK 35.00 FT IIg.3 FT IIq.3 FT SCALE;�° = 20' SCALE:I" = 20' EXISTING DECK TO I BE DEMO D PROPOSED ROOFED i BUILDING HEIGHT................... 35.00 FT 24.50 FT 24.50 FT LOT COVERAGE CALCULATIONS OVER REAR STOOP LOT WIDTH............................. 150.00 FT 16q.aq FT 169.89 FT LETTER DIMENSIONS SQUARE FOOTAGE LOCATION FIRST FLOOR AREA CALCULATIONS FIRST FLOOR AREA CALCULATIONS I PROPOSED ROOF_ i, A 23.35 X 40,80 g52.680 5F G 21.90 X 3181 6 6 6 S 25 I q 50 E OVER 8'75.,' 13 43 "' 1400 LOT DEPTH............................ 175.00 FT 200.00 FT 200.00 FT A 23.35 X 40.80 g52.680 5F DWELLING LETTER DIMENSIONS SQUARE FOOTAGE LETTER DIMENSIONS SQUARE FOOTAGE o I " I g : ; ; " l$ ITfl I O B 27.20 X 43.50 1183.200 SF DWELLING q . 3g SF 12.30 O C 2110 X 22.10 483.gg0 SF DWELLING B 27.20 X 43.50 1183.200 SF -7QI . 8.75' 22.43 13. /V PROPOSED CELLARPROPOSED I"STORY $ D 11.67 X 1.50 17.505 SF DWELLING C 21.90 X 22.10 4831% 5F TOTAL AREA OF FIRST FLOOR 6%.6390 SF - ENTRY -" 'iADDITION E 7.3q X 12.00 88.680 5F DWELLING D 11.67 X 1.50 17.505 SF I , , Ll E 7.3q X 12.00 88.680 SF l 8 00 00 S F 8.75 X 8.08 70.700 SF 213.65 X 22 2 Gg. F FRONT PORCH I PROPOSED INTERIOR'.`.` 1 13.42 X 5.00 67,100 5F ROOF OVER TOTAL AREA OF FIR5T FLOOR 2706,7550 5F ( +:ALTERATIONS _ cq J 14.00 X 22.00 308.000 5F SHED I K 8,75 X 8.08 70.700 5F DEWLLING _� I I O L 8.75 X 3.00 26.250 SF REAR PORCH EXIST I STORY TOTAL LOT COVERAGE........, 3522.2310 SF I I SINGLE FAMILY DWELLING 5,301 64.501. 1111111 PROPOSED 2ND . J -------- -- --I 2340 � 1 +�11 ,:STORY ADDITION. W I PROPOSED I DRIVEWAY AND 11 I $ I + ,'il 11 11111111111111111 I�I+11111I PARKING AREA ----- -- -- - �I PROPOSED ROOF .,.'.'.' .•: """ ;'.'"" .. 4.80 1 p I OVER PORCH -- 1 EXISTING DRIVEWAY I I CJS I PROPOSED WALKWAY- / DEMO D PROPOSED I STORY I ADDITION I _150,00- N 250 Iq' 50" E 16q.8g1 VICTORIA DRIVE 0- PLOT- SCALE:V = 20' 5EGTION: -75 THIS IS AN ARCHITECTURAL SITE PLAN BASED ON INFORMATION SHOWN ON A SURVEY PERFORMED BY KENNETH WOYCHUK BLOCK: Q DATED: OI,Iq.2020 LOT: 12 SAFETY/CONTRACTOR NOTE: ENERGY NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO PERFORM TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL Af;ZEA: 52600 5F ALL WORK IN A SAFE I PROFESSIONAL MANNER THAT JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN WILL PROTECT ALL WORKERS, THE PUBLIC, ADJOINING COMPLIANCE WITH CHAPTER II OF THE 2015 INTERNATIONAL ZONE: fiR40 PROPERTIES, AND OWNERS FROM DAMAGE AND INJURY. RESIDENTIAL CODE (2105 IRC) AND 8103.2 OF THE SURVEYOR NOTE: INTERNATIONAL ENERGY CONSERVATION CODE GENERAL CONTRACTOR TO HIRE THE SERVICES SURVEYOR NOTE: OF A LICENSED SURVEYOR TO STAKE OUT THE GENERAL CONTRACTOR TO HIRE THE SERVICES NEW PORCH/PORTICO IN ORDER TO MAINTAIN OF A LICENSED SURVEYOR TO STAKE OUT THE REQUIRED YARDS AS INDICATED ON THIS PLAN, NEW ADDITION IN ORDER TO MAINTAIN REQUIRED SURVEYOR NOTE: YARDS AS INDICATED ON THIS PLAN. GENERAL CONTRACTOR TO HIRE THE SERVICES OF A LICENSED SURVEYOR TO STAKE OUT THE NEW DRIVEWAY IN ORDER TO MAINTAIN REQUIRED i YARDS AS INDICATED ON THIS PLAN. r' , SEF 22 22� r,- •.� r-,-�-t .. .."E" REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: �a� ``� SHEET TITLE PRELIMINARY Pl_ANS , fJ A s h `� ° �4 Il$ # DATE: BY: # DATE: BY: # DATE: BY: , �� 4-6-20 AS PER OWNER M.M. � �� q a PROJECT NAME oq.lo.2o REVISED DESIGN ATK - �° 5GANAFIG0 RE5IDENGE 2 5-5-20 AS PER OWNER M.M. 2 2 r ' 'e �„,� � °�'' �' ``\ A - `� 150 VISTORIIA DR.50LITHOLD,NY-1IIII 5,5-8-20 AS PER OWNER M.M. 3 1 3 ;+=; � • • OYSTER BAY DR.AFTISHEET NO. 4 07.16,20 REVISE DESIGN ATK 4 4 y da AND ARGHITEGTURE, P.G. �✓' r) rJ. % d DATE: „II.' .ir "' t 6 ( t.oi , � � �d °'I'' q 68 WEST MAIN STREET OYSTER BAY, N.Y. 117-11 SCALE: AS NOTED of ha °3�,�^'' (516) 922-5970 (FAX) q2'�-6 35 BY: M.M. �(��� 7 7 7 WEB: WWW.OYSTERBAYPRAFTIN6LOM EMAIL: ARCHITECT®OYSTERBAYDRAFTIN6.COM JOB NO: 20040 jj 50'-7" - - 22'-5" 12'-2_" - ��—5/8" I.D. HEX NUT W/ LOCK �� �� �� _ �� �� •° �_ ��� NEW 6x6 ACQ WOOD POST TO BEAR ON 12 0 NEW 2 xl2 ACO 5TRINGER - WASHER- TYP. CONCRETE PIER MIN 36" DEEP W/ SIMPSON �� �—PROVIDE 4" POURED CONCRETE PAD - 5/8" m BOLT+ 1/16" (FOR SIZE OF I3-4 � _ -— _ � UNDER FIRST RISER ' STRONGTIE ZMAX BRACKET (SEE DETAIL) HOLE) NEW " 0 ANCHOR BOLT (TYPICAL OF 5) - - - - - -1T NEW 06" ACO WOOD P05T TO BEAR ON NEW (2)2"x10" DROPPED I 12 CONCRETE PIER, MIN 36 DEEP W/ BEARING PLATE NEW (2)2"XS" ACQ LEDGER W/ !" LAG 1 � I SIMP50N STRONGTIE ZMAX BRACKET (SEE BOLTS @ 16" O.C. STAGGERED D.J. TE 0'D _ N @ DETAIL) (TYPICAL OF 5) n I Lu 3 1 NEW (3) #5 REBARS SET IN ACRYLIC PROVIDE 4" POURED CONCRETE PAD `r I NEW 2 2"X8" ACQ LEDGER, W/ 2'V LA( TIE ANCHORING ADHESIVE MIN, 6 / (2) ACO SILL PLATE ` O " UNDER FIRST RISER �� , / SEE PLAN FOR SIZE - - - - - - - - - - I BOLTS @ 16 O.C. STAGGERED D.J. TEdO D EMBEDMENT. `n _ ~ CONC. FOUNDATION WALL - — T — — — — —-�--— — — — — — — — — --.. o NEW 2"x12" ACQ Q o NEW (2)2'x10" DROPPE73- D 1 - - - - - - - , - - - - - - - - - - - - - - - - - - - ° STRINGER NEW N • 8" EMBEDMENTw I I CRAWLSPACE EXIST F.J. @ 16" oC c� z � NEW 2" PC, SLAB Wl 6X6 WI, 6 MIL 9i69r LBPS I/2 ---- ---- - � I , CONCRETE FOUNDATION CONSTRUCTION POLYETHYLENE VAPOR BARRIER. - - - - - 8" WIDE POURED CONCRETE FOUNDATION (SCREEN COAT) C) ► - FOUNDATION TO SIT ON 10X 8" DEEP FOOTING TO BEAR ON EXIST N I UNDISTURBED 501L MIN. 36" BELOW ADJACENT GRADE I CRAWLSPACE � - � CONCRETE PARGE COAT ABOVE GRADE NCH�DP MLT +MAZIN PLATE DETAIL------- — ---- -- 4'-0° � I - G - - - - - - - -� ,. I - A EXIST 2 PC. SLAB W/ 6X6 WI. EMIL ASPHALT WATERPROOFING BELOW GRADE 1 I� - CRAWLSPACE 1 • ° I - CONCRETE TO BE 3000 PSI MIN, POLYETHYLENE VAPOR BARRIER. NEW SCALE:NTS � � „ (SCREEN COAT) I 1 - #5 HORIZONTAL REBAR @ 12 O.C. W/ MIN 3 EMBEDMENT N NEW 2" PC. SLAB W/ 6X6 I I - #5 VERTICAL REBAR @ 36" O.C. W. MIN 3" EMBEDMENT NEW DN. AREA I 3 W1 6 MIL POLYETHYLENE I I - (3)45 REBAR CONTINUOUS IN FOOTING W/ MIN. 3" EMBEDMENT 12 R DRAIN I z VAPOR BARRIER. (SCREEN • 1 - e"0 ANCHOR BOLTS @ 36" O.C. WOOD STUDS @ 16" O.C, - - - NEW (2)2"x12" 1 COAT) ur 61 W/ BATT INSULATION }" WOOD SHEATHING 15# BUILDING PAPER %" _- % EXTERIOR FINISH - - - - - - - GYP. BD. INTERIOR 2" FOAM BOARD R-10 CONTINUOUS AT EXTERIOR. 6'-0" ��� - NEW (3) #5 REBARS,SET IN ACRYLIC-- NEW (3) #5 REBAR5,5ET IN ACRYLIC TIE ANCHORING ADHESIVE MIN. 6" TIE ANCHORING ADHESIVE MIN. 6" (2)SHIMMED PT MUDSILL W/ Y8"- x 2'-0" LONG EMBEDMENT. EMBEDMENT. (2) # 5 REBAR - -- ANCHOR BOLT @ 4'-0" O.C. t 1'-0" FROM END NEW (3) #5 REBAR5,5ET IN ACRYLIC RAp� -' CONCRETE FOUNDATION WALL (SEE PLANS) G # 5 REINFORCING BARS TO BE VERTICALLY # TIE ANCHORING ADHESIVE MIN. 6" 3" COVER--------. HORIZONTALLY LOCATED IN FOUNDATION @ 24" O.C. EMBEDMENT. o #5 REBAR DOWELS @ 24" O.0 �- 0 2" POURED CONCRETE SLAB WI -TYPICAL DAMP PROOFING I" STYROFOAM PROTECTION IOXIO WI.4xWIA WELDED WIRE =x-••=x-k- BOARDS 2 LAYERS TROWEL APPLIED MASTIC W/ I �, MESH OVER 6 MIL VAPOR LAYER ASPHALT IMPREGNATED FELT FROM I" BELOW - BARRIER FINISH GRADE TO BOTTOM OF FOOTING w (3) # 5 REBAR BOfi --- - - -(IF REQUIRED) 6" DIAMETER CONTINUOUS EACH WAY W/ 3" COVER PERFORATED FOOTING DRAIN WITH FILTER FABRIC t EXIST, w CELLAR GRAVEL SURROUNDING. CONNECT TO DRYWELLS UNFINISHED DEPTH OF FOOTING VARIES WITH SOIL CONDITION FOOTING WITH TWO TON MINIMUM 501L (MIN 4'-0" BELOW GRADE) FDRNDATID�l DETAILSCALE:114' = I'-0" EXISTING BEAM TO REMAIN (VIF) EXISTING BEAM TO REMAIN (VIF) EXISTING BEAM TO REMAIN (VIF) - - - - - --C� - - - - - - - - - - - - - EXIST 4" THICK POURED CONCRETE SLAB _ SIMPSON STRONG- W/ 6X6 WIRE MESH, 6 MIL POLYETHYLENE T TIE NIGH WIND- VAPOR BARRIER. I - RESISTANT STUD o TO RIM JOIST C520 0 #20 GA. (12-IOD X `r v F 12" TOTAL NAILED TO STUD 4 RIM) o I 7D L PLYWD. LLc-e 5UBFLOOR o >• `'- LL ° - BOTTOM WALL w ° PLATE -r - RIM J015T I NEW UP. 12R � -SIMPSON STRONG- o IXISTING BEAM TO REMAIN (VIF) EXISTING BEAM TO REMAIN (VIF)° TIE HIGH WIND- _ _ _ _ __E__ _ _ _ _ 0 RESISTANT MUDSILL ° � o """ TO RIM J015T DSP \ °a - #IS GA. (6-I01) X j 12" NAILED TO - _ SILL) (6-IOD X 12" -_ NAILED TO RIM) - - - - - - (2) ACQ MUD SILL NEW (3) 45 REBARS,SET IN ACRYLIC X TIE ANCHORING ADHESIVE MIN, G" Lu I -- FOUNDATION WALL EMBEDMENT. � EXIST. -- FLOOR J015T — — — UNEXCAVATED W 0— STRAPPING DETAIL @ FOUNDATION _ - — - — � EXIST 4" THICK POURED CONCRETE SLAB 1 > I NEW (3) 95 REBARS,SET IN ACRYLIC -�, ON GRADE W/ 6X6 WIRE MESH 6 MIL TO FLOOR TO WALL CONDITIONS 1 NEW E THICK POURED CONCRETE SLAB ON NEW TIE ANCHORING ADHESIVE MIN. G" POLYETHYLENE VAPOR BARRIER. (1) C520 (ZMAX) VERTICAL STRAP 1 GRADE W/ 6X6 WIRE MESH 6 MIL UNEXCAVATED EMBEDMENT. \ 1 POLYETHYLENE VAPOR BARRIER. I @ EA. STUD LOCATION + ADJ. (1) CL 1 - cnlLw 1 l DSP ('IMAX) PLATE TIE cc EXIST CONCRETE DEPRESSION FILLED IN 1 0 ' WITH CMU BLOCKING, FULLY GROUTED AND LuLu I 1 1 SEALED, 95 VERTICAL REBAR @ 36 O.C. cc 1 - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ DOWELED INTO EXIST P.C. FOUNDATION, NEW BOLTS SET @ 36" 4" VTR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �C�WN(2)R 6`ACQSILL PLATES W/ ROOF %� TERMITE SHIELD � SILL SEALER TO ALIGN n ROOF CONCRETE FOUNDATION CONSTRUCTIONI ------- _ WITH EXIST FOUNDATION - 8" WIDE POURED CONCRETE FOUNDATION -- -- - FOUNDATION TO SIT 09 16"X 8" DEEP FOOTING TO BEAR ON NEW BATH EXI5T BATH EX15T BATH 21 NEW KITCHEN NEW GARAGE NEW LAUNDRY UNDISTURBED SOIL MIN, 36" BELOW ADJACENT GRADE 1 1/2 I I/2 I I/2 1 - - CONCRETE PARGE COAT ABOVE GRADE - - - - - - - - - - - - - -- - 7 _T (- F T T T - ASPHALT WATERPROOFING BELOW GRADE < 1 1121 1 1/2 1 1 1/2 1 - CONCRETE TO BE 3000 PSI MIN. 11/2 11 1/2 1 1/2 1 � 1 SI 55 I - 95 HORIZONTAL REBAR @ 12" O.C. Wii MIN 3" EMBEDMENT 1 CONCRETE FOUNDATION CONSTRUCTION WB I WB I I WB I I 1 ( - 95 VERTICAL REBAR @ 36" O.C. W. MIN 3" EMBEDMENT - - - - - - - - - - - - - - - -- - 8" WIDE POURED CONCRETE FOUNDATION SNOW I WC S IOWER 1 WC TUB 1 WC I w I/2 C C 1/2 C 1st 00 - 3 #5 REBAR CONTINUOUS IN FOOTNG W/ MIN. 3" EMBEDMENT _ O j � __ - FOUNDATION TO SIT ON 16"X 8" DEEP FOOTING TO BEAR ON 0 I I/ 0 _ _ I I/ 0 I I/ FLOOR 5'-0" II'-8° 5' 3� UNDISTURBED SOIL MIN. 36" BELOW AIDJACENT GRADE - ---- - - ----- -r - ------- ---- - CONCRETE PARGE COAT ABOVE GRADE 2I'-II" _ - ASPHALT WATERPROOFING BELOW GRADE---- ---- - - -- ---501-711 -- CONCRETE TO BE 3000 P51 MIN. I I ---- - - --- -- ---- - - - 35 HORIZONTAL REBAR @ 12" O,C. WI/ MIN 3" EMBEDMENT CO CLL�� IPL.�N - #5 VERTICAL REBAR @ 36" O.C. W, MIN 3" EMBEDMENT CELLAR iOUS 0 NOUS AIN -- - - ---- - (3)#5 REBAR CONTINUOUS IN FOOTING W/ MIN. 3" EMBEDMENT TRA SCALES I/4��=I�-�° - 5`m ANCHOR BOLTS @ 36" O.C. FV- 2 NS TO PRELIMINARY DRAWINGS: RE\/ISION5 TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: � SHEET TITLE BY: DATE: BY: # DATE: BY: i} s � e �+ Iln PRELIMINARY PLANS AS PER OWNER M.M. 1 I 01.10.20 REVISED DESIGN ATKAS PER OWNER M.M. 2 2PROJECT NAMESCANAIPICO RESIDENCE 780 VISTORIA DR.,S0UTH0LD,NY-1fl AS PER OWNER M•M. 3 3Iln� c SHEET NO. ( L �IIJ�� �I ^,� REVISE DE51GN ATK � 4 ,t • OYSTER BAY DRAFTINC7VU y 1 N R 5 AND ARCH I TEGTURE,, P. -18-20 d -- - - -- --- � v�a�� � � A�i �d n x ax�'�ii" g da G DATE: 3 rr.: -- -- — 6 K�.a I a..y 0 5GALE: AS NOTED SCALE:NTS 6 ( ,�,* ,� " P 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 of -7 -� ; � Il (516) 122-5176 (FAX) 122-6235 BY: M.M. WEB. MKOY5TERBAYDRAFTINGLOM EMAIL: ARCHITECT@OY5TERBAYDRAFTING.00M JOB NO: 20040 10 50'-7" -- -8 34 I ---- - - I .I 22-1„ �I LEGEND -NEW 6"X6” ACQ POST W/ 51MP50N qI-011---- - - CARBON MONOXIDE C.T. COLLAR TIES WINDOW SCHEDULE FIRST FLOOR 5TRONGTIf Z--MAX BRACKET AT BASF - - - - - - - - - - - - - - -- --- I - -_ ��p DETECTOR R.R. ER NAME SPECIFICATION MANUFACTERER SIZE QUANTITY TYPE EGRESS GRILL LOCATION INTERIOR FINISH EXTERIOR FINISH HARDWARE EXTERIOR TRIM DRIP CAP NEW COLUMN ENCLOSURE TO BE --- - - --- --ROOF RAFT- -___- NDH210410 ANDERSEN 2'-119" X 5'-09" 13 DOUBLE HUNG EGRESS TOP ONLY WHITE BLACK DISTRESSED NICKEL 32` WHITE 32" WHITE SELECTED BY OWNER (TYPICAL OF 3) R.J. ROOF JOIST WDH210310 ANDERSEN 2'-11�" X 41_05 2 DOUBLE HUNG ................. TOP ONLY WHITE BLACK DISTRESSED NICKEL 32` WHITE 32" WHITE SMOKE DETECTOR R. - SD C,J, CEILING JOIST AN41 ANDERSEN 2'-11�" X 5'-119" 2 AWNING FULL WHITE BLACK DISTRESSED NICKEL 32 WHITE 32" WHITE — — — — — — - - - - - - - - - - - - - - F. NDH210210 ANDERSEN 2'-11811 X 3'_0 3 DOUBLE HUNG TOP ONLY WHITE BLACK DISTRESSED NICKEL 32' WHITE 32" WHITE NEW 611X6" ACQ POST 6J/ 1 - - " - - " -I —NEW 36 NT RAILING W/ BALUSTERS 4 A313 ANDERSEN 50'-O" X 50'-0" 6 AWNING NONE WHITE BLACK DISTRESSED NICKEL 1 '" „ - 'p -- I - " " ALUM. ALUMINUM O.C. ON CENTER BALUSTERS 4 O.C. TO BRACKET AT BASF NEW 1 NEW 3 2x12 DROPPED N -- NEW 3 5x1 DROPPEd 1 r R311.7.8/R312.1.3 OF THE 2015 LR.C. DW - _ - 3 WHITE 3- WHITE NEW 36 NT RAILING W/ / - O.C. TO COMPLY W/ SECTIONS DISHWASHER FTG FOOTING � 2 SIMPSON STRONGTIE Z-MAX � I J COMPLY W/ SECTIONS COLUMN ENCLOSURE TO BE 8-2 Lu 1 �� 3 - �; EXIST. EXISTING P.C. POURED CONCRETE NOTE - EXISTING CROWN MOLDING AND BASE C) I " —- - - R311,7.8/R312.1,3 OF THE SELECTED BY OWNER � 5-q 2015 I.R.C. 1 1 x - -- -- FF FINISHED FLOOR GALY. GALVANIZED MOLDING TO BE REPLACED THROUGHOUT (TYPICAL OF 3) NEW 2"x1a' �E Eco'D 1_I -I _ -- - - HOME TO BE SELECTED BY OWNER I i _ ��_ NEW (2)14" I j" MICROLAM -i 'J - (3)A313 - - _ - �-- T FNDN. I FOUNDATION BM. BEAM _ - - I FNG60 3 I A - NEW (2)2"x�2" DROPPED NEW (2 I I ROLAM NEW (2)14"x114 L.V.L. �T FWD FRENCH WOOD DOOR ! DN DOWN Gw8 - NOTE - CASING 01= ALL DOORS TO BE �- I I -_ -- GYPSUM WALL BOARD DBL. DOUBLE � I -- REPLACED THROUGHOUT HOME, STYLE TO BE FIs c J 16" O.C. - - - FRAMING NEW (2)2"x12" I - NEW 2"x10" R.J. @ Ib" O.C. W/ (�Z�" TNRLI-BOLTS � HDR. HEADER FRMG, -- ,. ON BOTH ENDS CONNECTING TO THE 2"X12" R,R° J -_ j TRUE VALLEY SELECTED BY OWNER NEW 36" HT RAILING W/ .,� INSUL. INSULATION T.V. I (LOWER 3 OF R.R. SPAN) LLAo Q n-) -- M.C, MEDICINE CABINET V.L. VALLEY LEDGER I BALUSTERS 4" O.C. TO 1 ���� - o n-, N COMPLY W/ SECTIONS OO ®O ' we Q M.S MARBL SADDLE PLYWD. PLYWOOD R31I.7,8/R312.1.3 OF TOE I n N - J E ® - th. THICK ---I ML. - MICROLAM 2015 I.R.C. „ NEW Q I VS w _ SUN R00�1 --- -- 1 - J I �,-- � z WD_ WOOD J STL. STEEL KIN CL, ALM FINISHED CATHEDRAL CEILING - - - - o' FLOOR W.1. CL. WALK-IN-CLOSET - ' NEW ID - 3 'm- 1 KITCHEN o ---- - - - - VIF VERIFY IN FIELD - --- - STL COLUMN .:: i I' z I - � CATHEDRAL CEILING - - I 11 1 1 (2)WR 210 , _(EGRESS)- ,J..,;,:. ,,. =---TEE- - -- L NEW WI2X35 S - - - - -N z NEW DOOR -- WALL LEGEND STEEL M LUSFI - - - --��-= -�-1=—=- g DBL DOOR NEW (2)2"xI2' I ¢ /1,, (USE ONLY WALLS THAT ARE APPLICABLE TO PROJECT) REF. w - - - - -- - - -- - - -- - --- NEW IC - 3g "m - _ 22'-I° STL COL MN II -7 � I EXISTING INTERIOR/EXTERIOR WALLS TO REMAIN `U EXISTING INTERIOR/EXTERIOR WALLS TO BE LU REMOVED • , I j » - rn -- - - - EXIST. EXIST WOOD NEW EXTERIOR WALL: 1 FIREPLACE �`' EXTERIOR FINISH AS PER ELEVATION, I" j �I MASTER BEDROOM TO REMAIN Y CONTINIOUS RIGID INSULATION (R-5), TYVEK W @ BLDG, PAPER, OR 15LB, BUILD, PAPER OR EQUAL, ON 5/8' PLYWOOD SHEATHING, ON 2x4 V O Q NEW x CL WOOD STUDS @ 16" OC W/ R-15 BATT LU X FAMILY ROOM � Q w NEW INSULATION W/ VAPOR BARRIER 4 5/8' GWB ON 1 CATHEDRAL CEILING o LIBRARY INTERIOR SIDE 3 _ I z s ---- -- - - -- - - v - — F- L" > o NEW EXTERIOR WALL: NEW BRICK VENEER, I" AIRSPACE, 2" I I � _ ,;,� o i CONTINIOUS RIGID INSULATION (R-10), 15 LB. Sp 4 BLDG, PAPER/TYVEK OR EQUAL, ON I/2" 3 PLYWOOD SHEATHING, ON 2x4 WOOD STUDS @ "' Ib' OC W/ R-15 BATT INSUL, VAPOR BARRIER 4 0 BP Bearing Plate NEW 36 T RAILING W/ BALUSTERS Z ® 1/2" GWB ON INTERIOR SIDE, CONTRACTOR TO and Nut o x ST. 4" O.C. T COMPLY W/ SECTIONS PROVIDE WEEP HOLES @ 2'-0" O.C,. PROVIDE OSP o N BATH "� ®SD�Mp - J R311.7.8/R 12.1.3 OF THE 2015 I.R.C• GALVANIZED WALL TIES TO ANCHOR BRICK, 1 DUROWALL REINFORCED @ Ib" O.C, VERTICALLY, Threaded o z 121T I EXPANSION JOINTS @ 30'-0" O.C. VERTICALLY - - EK - - �F�� - - - - - - - - - - - - - HUTCH- - I - - - - - - -- - - - - - - - - - - - -- - -MAX.) 4 AT INTERSECTIONS. - - Rod nA B0 KCA5E - - TOP RAIL -, (2)�x�`' EXISTING BEAM TO REMAIN (VIE) - - - - --��- - - - - �+ -�-^-�^--�*- A/C NEW INTERIOR PARTITIONS: 2X2 WD. IS`�fIN AlM ( IF) BALUSTERS; NEW 4'-0" BIFOLD _ _ _ -� o r NEW I - I NEW 2x4 WOOD STUDS @ 16' OC W/ 1/2" GWB ON . „ o PANTRY SN. EACH SIDE Threaded - MAX. 4 O.C. - o . 2 2x8 - AI --7:- AS RAIL AS PER NYS .a Rod EXIST. q 7n 41-711-1 9 '6' BUILD. CODE ;. CNN Coupler - 1@5D NEW BEARING WALLS Titen ND ' Nut p , , A A EXIST NEW 2)!x81 o -� F = _ " o� tiT BATH N� � _ O \_ 2 2x8 - 50 CFf1 = NEW 2x4 WOOD STUDS @ Ib' OC W/ I/2" GWB ON F�� > WD. DECKING Rod Coupler O2 x 8 �) x EXIST. NEW -0 0 N Mi LU „ o - 1 NEW -�b�Mw-� EACH SIDE. PROVIDE SOLID FULL-WIDTH V .. 1 . um CL L �� ��6i; CL CL. FOYER POCK T §ll J ILAU DRY�c" ' NEW u BLOCKING UNDER ALL NEW BEARING PARTITIONS , Mirnm mo 1st • •• e. :. e „ e NEW 4'-0” BIFOLD NEW IAS (3)211x4° = I'1UD RI"I. w l 1 NEW 2-6 BAT 2-- NEW - - - - - - - 4 0 BIFOLD ® SD PACKED STUDS z I Q 3 4C14 I = NEW FIRE-RATED WALL: DECK JOIST 8" 2)211x8 \ - Lu 3 z NEW 2x4 WOOD STUDS @ Ib" OC W/ ONE LAYER (SEE PLANS) (2)2'x BENCH Z 5/8" TYPE 'X" GWB ON EACH 51DE (ONE-HOUR NEW IC - 3 211x4" rr FIRE RATING PE�c,�sT coLwMN DETAIL o --• N � PACKED STUDS -----�. �_NEW (2)I� �F`�,!�u _ P _ . .......................: ----- - _ ) RA - RAILING DETAIL SCALE: N,T.S, o in c ■ NE U 5.5. 1 NEW CELLAR PERIMETER WALL: 2i � EXIST. EXIST. - -1 _R - , 3 " BEDROOM # L 2x4 WOOD STUDS @ 16" OC W/ R-15 BATT W BEDROOM I 12 �' _ _ INSULATION W/ VAPOR BARRIER 4 1/2" GWB ONE z x ��� �`�� Oat -- i INTERIOR 51DE LUNEW 2)2"x12" NEW (2)2"x12" L NEW 36" HT RAILING W/ BALUSTERS 4" -- - - O,C, TO COMPLY W/ SECTIONS NEW LOW-WALL: II �� _EQUAL_ R311.7.8/R312.1.3 OF THE 2015 I.R.C. NEW 2x4 WOOD STUDS @ 16' OC W/ 1/2' GWB 2X4 DBL, TOP PLATE EQUAL EQUAL I ' 1 12'-qII I ON EACH SIDE, WIDTH 4 HEIGHT TO VARY - - ----- 211X 4" WD STUDS @ 1611 O.C. E.M. EQUAL. -- - - --EQUA _ EQUAL x- n - - 1 SEE PLANS- -__-__-- EQUAL- - -- z o ---- __ W/ 1/211 GWB ON EACH SIDE „ „ „ w I - NEW FOUNDATION AND FOUNDATION WALLi 1 NEW O2 x12 NE (2)2 xl2 z " " NEW II'" q0 2.0 F.J @ 16" O.C. 1 > 2 dio WOOD i-JOIST Il I NEW 8"THICK POURED CONCRETE FOUNDATION \ (2)WDH210410 (EGRESS) (2)WDH210410 (EGRESS) WALL TO BEAR ON 16'x8" PC FOOTING TO BEAR o " " ( J. AND R.R. LEVEL C A R TCO' / o NEW IE - (3)2"x4' ) Q o��c � I 4" BRICK SHELF ON UNDISTURBED SOIL W/ BITUMINOUS _ PACKED STUDS - WATERPROOF COATING ON EXTERIOR SIDE 4 NEW ID - (3)211x4" Q I,- I N OR � -cr I REVERSE SHELF CONCRETE PARGE COAT ON VISIBLE PORTION OF PACKED STUDS - Q x MODIF. ; ml `D I AS REQUIRED FOUNDATION WALL, 95 HORIZONTAL REBAR @ 12" MODIF. „ 211X 4" SOLE PLATE X u g 1 O.C. W/ MIN'S EMBEDMENT, 95 VERTICAL - FINISH TILE FLOORING x PORCH N GARAGE - LL- 1 REBAR @ 36 O.C, W, MIN 3 EMBEDMENT, (3)95 ZUj CN REBAR CONTINUOUS IN FOOTING W/ MIN, 3" 1 w z z 1 EMBEDMENT (PROVIDE 4" BRICK SHELF OR z I REVERSE SHELF AS REQUIRED, SEE SECTION) NEW (2)2'x10" DROPPED_ _ NEW (2 2'x10' DROPPED_ W (2)2'>�" I -- --- - - -- - - -- - - - - [ p I ,� I I I c I -- I - I �[� NEW FOUNDATION WALL (TRENCH POUR): INS . I )ARTITION V ALL DETAIL - - - - - - - - - - - -- - - - - - - - - - - - - - - -I _ _ _ __ ' I 1 NEW 12Th PC FOUNDATION WALL W/ (2) 95 SCALE.N,T,S' TYPICAL OF EACH RIGHT PACKED STUDS -- PACKED STUDS - - -_ - NEW O (3)2"x4' 1 " REBAR5 2' FROM BOTTOM CLEARANCE TO BEAR -- - _ - 11 � I 1 4 BRICK SHELF 1 I ON UNDISTURBED SOIL W/ BITUMINOUS ANGLE ALONG PERIPHERY OF 8" II'_0" II'-0" _ 5'-4" — 8" - ) 21'-3" OR WATERPROOF COATING 4 CONCRETE PARGE COAT REVERSE SHELF IST FLOOR TO 2ND FLOOR - - - -- -- --- - - - - J ON VISIBLE PORTION OF FOUNDATION WALL A A NEW 611X6" ACO POST W/ SIMPSON ---� I AS REQUIRED i ' ' PROVIDE 4' BRICK SHELF OR REVERSE SHELF / STRONGTIE Z-MAX BRACKET AT BASE, �� - _ NEW (2 I xll MICROLAM FLUSH, -_ li _____-___ __ � - - --�*� - - AS REQUIRED SEE SECTION NEW COLUMN ENCLOSURE TO BE - - - - - NEW (2)14"xllt" MICROLAM -- -----' . - ) -_ -- r 1 1 2X4 STUDS \/--5EE DETAIL 'F" SELECTED BY OWNER (TYPICAL OF 4) 4 (3)WDH10410 - - -- ----- -- --- ---- ENDNALL FLOOR PLAN- - - — - ALL WINDOWS W/ SILL I811 OR A A I TYPICAL OF EACH RIGHT SCALE: 114"=l'-011 5-OII - -- III B - 5i 3„ LESS ABOVE FINISHED FLOOR TO L I I BLOCKING I ` ANGLE ALONG PERIPHERY OF 2a 8 F FOUNDATION TO I5T FLOOR -- - --- --- ' � ---- --- --- - --- --- --- - 21 II -- - - -- -- - ---- -� HAVE TEMPERED SAFETY GLA55 --- -- -- - -- -50-7 - ---- -- ---- -- - -- - -------- ---- - (Y.I.F. HT. ABOVE FIN. EL.) BLOCKING-� i i �� i •• �' •'•' ,. /-5EE DETAIL 'G" 501-711 _015T5 - REVISIONS TO PRELIMINARY DRAWINGS: REV15IONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: �J q -0� SHEET TITLE PRELIMINARY PLANS # DATE: BY: # DATE: BY: # DATE: BY: - f�•m ° J" 1> D NOTE - PROVIDE C.J. BLOCKING AT MIDSPAN 1 4-6-20 As PER OWNER M.M. oq.Io.2o REVISED DESIGN ATK � ,;�� " ` Il� 2� PROJECT NAME 5CANAFICO RE5IDENGE I I I I 2 5-5-20 AS PER OWNER M.M. 2 2 ,?l � .r ,.;;t � OF ALL C.J., BLOCKING SAME SIZE AS C,J, 3 5-a-2o As PER OWNER M,M, 3 R `�' �� 150 VISTORIIA DR.,50UTH0L0,NY-1Ig71 - BLOCKING I I I 4 07.16.20 REVISE DESIGN ATK 4 41 ,t 'r; , • OYSTER BAY ^ ' • �R C 11=T I N& SHEET NO. DETAIL/� I NOTE - PROVIDE F.J, BLOCKING AT NIDSPAN s s 1 f �4 ie4 ,1•,�a AND ARCHITECTURE, P.G. QD 1C�L WALL DE I lT1L -- Ia, .. d DATE: 3-I8-2O ENpWALLgL03QNG DETAIL I I n �, 5CALE�N•T.S. _ I OF ALL F.J, , BLOCKING SAME SIZE AS F.J, � ��°'` SCALE: A5 NOTED of 6 6 6 ,* 68 WEST MAIN STREET OYSTER BAY, N.Y. I I-7-71 L SCALE:N,T,S. 0 ,,.�" po Pia (516) q22-5q-76 (FAX) q22-6235 BY: M.M. • -7 WEB: VgM.0Y5TER5AYDRAFTING.G0M EMAIL: ARGHITEGTC0OY5TERBAYDRAFTIN6.GOM JOB NO:20040 COfIMON RAFTER DOUBLE HEADER \� \2'x8" RIDGE o z � V NEW 2"x8" R.R LOOKOUT RAFTER NEW 2"x10" R.R LEDGER, R.R. T CO'D STUD \ PROVIDE 2"x4" WD STUDS @ 16" O.C. CRIPPLE-- I ++ \ Ffs Q� WALL TO BEAR ON EXTERIOR WALL TO TO + + + - - E- - SUPPORT NEW ROOF RAFTERS, WALL TO FOLLOW � I+++++� yO z w EXTERIOR WALL CONSTRCUTION NEW 2"x10" R R @ 16" 0,C. � ++++++A NEW 2 x10 R.R @ 16 O.C. + SIMP50N HANGER N '' I + +++++� FOR JOIST AS RFQ'D _ --PLATE 1+++++++++ 3 + + + + +\ \ + + + + + EXIST R.R. TO � t+++++++++++\EXIST R.R. TO 6 / NEW 2x4 C T. @ I6 O.C. I'+++ + + + + \ TAIL RAFTER L " (UPPER 017 RK SPAN) I+++++++++++ \ O.H. AS PER OWNER rn + +++++\ W TAIL RAFTER - RO - RAKE OVERT-SANG DETAIL + + + + + + +++++ �, O 3 I+++++++++++++ + +� w ++++ ++++++++++++\ N W " C — ++++++++ +++++++++++\ @ 16' O.C. I + + + + + + + + + + + + + + + + + + + + + + + FSS +++++++\ RIDGE +++++++++++++Gq ++++++\ CRIPPLE + + + + + + + ++ +++++\ " " N W 2" 10" @ 16° O C f + + + + + + J NEW 2x10 @ 16 OC + + + + + + + + + + + + + + +++++++++,+,++ + \ vo I+ ++++++ + + DOUBLE HEADER _ - - L'-- -` - '- '--- -` DOUBLE NEW 2"xi2" VALLEY LEDGER6 I o �w� I PROVIDE REQUIRED CRICKET--- DORMER RAFTER o NEW C V I � I 6 o o LLI X �Qv I VALLEY RAFTER- I cv i = (,nw1 II �w311 m O VALLEY JACK I � of II II Icn w DORMER RIDGE - - - - 4 RAFTERS N NEW NEW w NEW NEWczo m w �— COMMON RAFTER � �I KYLIGN I � KYLIGN I I KYLIGHT I� KYLIGN PROVIDE 2"x4" WD STUDS @ 16" O.C. CRIPPLE z TBS BY TBS BY TBS BY TBS BY WALL TO BEAR ON EXISTING RIDGE TO TO OWN OWN = _ ER ER o OWNER OWNER 3 I l O X I I W SUPPORT NEW ROOF RAFTERS WALL TO FOLLOW I I _X _ I (z EXTERIOR WALL CONSTRCUTION ! 21'-II" Lu W EXIST RIDGE ,' _- - - -- - - --------- ------- ----------- ------------ z z EXIST RIDGE CD) DOG DORMER DETAIL EXIST RIDGE + + + + + + + + + + + + + + + + + 0 o Lu PROVIDE — ROOF CRICKET AS REQUIRED x n NC4 [� W J RIDGE -� o Z Z Q I� LINE OF 7'6 CLG.HGT. - Q I � o NEW 2" " C o - I NEW 2"x10" R.R @ 16" O.C. a- NEW 2"x10" R.R @ 16" O.C. NEW 2"xl0" R.J. @ 16' O.C. W/ (2)," THRU-BOLTS oo CRIPPLE o @ 16" O.C. " ! ON BOTH ENDS CONNECTING TO THE 2"X12" R.R. �Q (LOWER # OF R.R. SPAN) N NEW 2'x4" C.T. @ 16' O.C. DOUBLE HEADER- - 3 �° z (UPPER 3 OF R.R. SPAN) 0 1 NEW 5' HGT.- _- -o KNEEWALL W W I z I z I NEW (2)2'x12' R.R. BEAM I DOUBLE RAFTERNEW 2"x8" R.R NEW 2"x8" R.R L NEW 36" HT RAILING W/ I I I @ 16" O.C. @ 16" O.C. o BALUSTERS 4" O.C. TO '/ COMPLY W/ SECTIONS COMMON RAFTER m R311.7.8/R312.1.3 OF THE —` 2015 I.R.C. �- DOUBLE HEADER- = I ck-1 Lu Lu k-5 C14 CN - _ a N W " I " 1 ' OC. �/ "' H - I X o cz ON BOTH ENDS CONNECTIN TO THE 2"X10" R.R. I z 3 TAIL RAFTER— �� NE O' R.R LEDGER R.R. TECO D ►31 `4 I (LOWER 3 OF R.I2. SPAN) I I z Q I (D)L - SKYLIGHT FRAMING DETAIL o I I L I , o c1_/ NEW I I g N W "r10" R R @ 16" O C �9 N I rs- N I BONUS ROOM 11(NEWDOG DORMER ABOVELuq z ® SCM I I 1 r z l 2x4 FRAMED SKYLIGHT PANEL WITH W � I 1 R-30 BATT INSULATION _ _ _ J _ NEW 2 2'x12' R.R. BEAM a' NEW (2)2'xI2" — — — — — — _ * NEW 2"x10" R.R @ 16" 0,C, NEW 2"x10" R R @ 16" 0,C. r ]Lt L� 2 AN251 I ,lyT C 45 ` I EQUAL-- --- - -- -----EQUAL - --- - - y 11 k' k'', ; ------- --- --- ---- ----- -21-3- - ------ ---- -- - 4y WINDOW SCHEDULE FIRST FLOOR 2x8 U. 111 SECOND FLOOR PLAN / ROOF PLAN �� - - -- -- - NAME SPECIFICATION MANUFACTERER SIZE QUANTITY TYPE EGRESS GRILL LOCATION INTERIOR FINISH EXTERIOR FINISH HARDWARE EXTERIOR TRIM DRIP CAP CW245 ANDERSEN 4'_Blu X 4'-Q," 1 CASEMENT ................. FULL WHITE BLACK DISTRESSED NICKEL 32" WHITE 32" WHITE W/ R-30 BATT DBL. FRAMING SCALE:I/411=�'-�'I AN251 ANDERSEN 41_B�" X 2'-0�" 2 TRANSOM FULL WHITE BLACK DISTRESSED NICKEL 321" WHITE 31 WHITE INSULATION ALL AROUND CW35 ANDERSEN 7 _p X 3 _q ' 2 CASEMENT FULL WHITE BLACK DISTRESSED NICKEL 31" WHITE 3'" WHITE I RE\/ISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: " `~ SHEET TITLE PRELIMINARY FLANS # DATE: BY: # DATE: BY: # DATE: BY: � ` F � 4-6-20 AS PER OWNER f 1.M. « a a� �e Il� I I Oq.10.20 REVISED DESIGN ATK a t2 ��- �„ 1Id PROJECT NAME 5GANAPIGO RESIDENCE DETAIL - -20 APER OWNER 5 M.N. 2 2SKYLIC� � - - - - - -- - -- - ' 5 5-8-20 AS PER OWNER N.M' 3 _� '" d �r ORIA DR.SOUTHOLD,NY-11171 SCALE: I/2" = I'-0'I 5 � ` •`�� 4 750 V15T 4 07.16.20 REVISE DESIGN ATK 4 4 ? `'.4 z ' ' OYST R 8AY DRA�TINCSHEET NO. 5 � :,, da AND ARCHITECTURE F.C. DAT e. E: 5-18-20 a rel.� ;.,I II;, dd 68 WEST MAIN STREET OYSTER BAY, N.Y. II7�I 5GALE: AS NOTED OF s h �� Il'� P�9 (516) 122-5q-l6 (1-AX) 122-6255 BY: M.M. WEB: NM.0Y5TERI3AYPRAFTIN6.00Y EMAIL: ARCHITECT@OYSTERBAYDRAFTIN6.COM JOB NO:20040 jl rVv^ ROOF Q) METAL ROOF TO BE / EW STANDING SEAM SELECTED BY OWNER NEW STANDING SEAM NEW STANDING SEAM METAL ROOF E F METALSELECTED BYTOWNER SELECTED BYOOF7OWNER i NEW BOARD AND BATTEN -- 12 ROOF - - -T SIDING TO BE SELECTED ! —- - - NEW SKYLIGHTS / \ 12 8 ___ --- _--- BY OWNER 8F 12 fi rT2 7] 3.5 TOP OF PLATE — I . Lwn I El El i -- 0 ! / li \ 12 71 TOP OF PLATE Ln j 12 12 SECOND FLOOR I O NEW STANDING SEAM ----- NI I � METAL ROOF TO BE II LL - - - -_ -- I ----- --II!-- -- SELECTED BY OWNER _ - - - - NEW 6"X6" ACQ P05T W/ SIMPSON - - - -1 I-- --- - - -- II - STRONGTIE Z-MAX BRACKET AT BASE �_ -_- --- II- � •- t-_-]` - - NEW COLUMN ENCLOSURE TO BE P --- - --� SELECTED BY OWNER (TYPICAL OF 4) - — — F.F.F. — I - -- ! - - -- -1 -- - Llmomm --- - rn ` - F.F.F. - -- GRADE GARAGE F.F. NEW BOARD AND BATTEN NEW 36" HT RAILING W/ BALUSTERS 4" I I I I I LINE OF NEW FNDN. -- I I SIDING TO BE SELECTED O.C. TO COMPLY W/ SECTIONS - - - - - - - - - - - - - - - - - - - - - - - - -�� �-= - ---- --- - -- -- - --- - LINE OF FEW FNDN. - - - - - - - - -BY OWNER �/'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R311.7.8/R312.1.3 OF THE 2015 I.R.C. NEW STACKED STONE TO ---- - - - - - NEW 6"X6" ACO POST W/ SIMPSON BE SELECTED BY OWNER STRVA�10N NEW COTIE Z-MAX BRACKET BASE NEW COLUMN ENCLOSURE TOBE BE _ SELECTED BY OWNER (TYPICAL OF 3) SCALE: I/4" = I'-0" FRONT ELEVATION—SCM E I E#l SCALE: 1/4" _ I'-0" NEW ASPHALT SHINGLES --- TO MATCH EXISTING I I I - NEW STANDING SEAM i- PROVIDE ROOF CRICKET / METAL ROOF TO BE I ; % AS REQUIRED / SELECTED BY OWNER i I I NEW ASPHALT SHINGLES - TO MATCH EXISTING L� �Jll L -I_ - - - NEW BOARD AND BATTEN SIDING TO BE SELECTED BY OWNER LT NEW STANDING SEAM r_ �� I SELECTED BYMETAL ROOFTOWNER ---- - - FL -J'Ll - I ! - -r1 -L T- - I I F.F.F. I -- - I ---- I -4ARAGE F.F - GRADE II 11 GRADE I I I I I I L J SIDS ELEVATION SCALE: I/4" = I'-0" 1 RE\/ISION5 TO PRELIMINARY DRAWINGS: RE\/ISIONS TO F=INAL DRAWINGS: MUNICIPALITY AMENDMENTS: " ��''�,, SHEET TITLE ED A PRELIMINARY PLANS 9 # DATE: BY: DATE: 6Y: # DATE: BY: `''* 1 4-6-20 AS PER OWNER M.M. I I Oq.10.20 REVISED DESIGN ATKf �Ns M. '° PROJECT NAME SCANAPICO RESIDENCE 2 5-5-20 AS PER OWNER M.M. 2 2 _` '%,f .Ye 3 5-8-20 AS PER OWNER M.M. 3 3 150 VISTORIA DR.�SOUTHOLD,NY-11171 4 07.16.20 REVISE DESIGN ATK 4 4 OYSTER BA)" DRAETI NS SHEET No. e,r� 5 5 rJ .;„I!I 1�" 'tea , DATE: 3-I8-2O �m ,� d AND ARGHITEGTURE P.G. Q� . { "*` dd 1 68 WEST MAIN STREET OYSTER BAY, N.Y. ll-"I Sr-ALE: AS NOTED OF 6 6 �,a, �”."•.• +a r"a �� 119° 0119 (516) ci22-51-16 (FAX) q22-6235 7 7 7 " WEB: WWW.OYSTERBAYDRAFTIN6.GOM EMAIL: ARGHITEGT�a0Y5TERBAYDRAFTING.COM JOB NO:20040 _- -- ROOF CONSTRUCTION - - NEW STANDING SEAM METAL ROOF NEW 2x4 C.T. @ 16" O.C.----- NEW 2"x12" RIDGE W/ - - 154 ROOF FELT �--_ (UPPER OF R.R. SPAN) ) RIDGE VENT - ICE AND WATER SHIELD (AS REQ.) NEW 2"x12" RIDGE W/ - PLYWOOD SHEATHING ROOF CONSTRUCTION - , RIDGE VENT - - 2"X10" ROOF RAFTER @ 16" O,C. - NEW STANDING SEAM METAL ROOF RI -- PROVIDE ROOF CRICKET - R-30 BATT INSULATION - 151t ROOF FELT I I I I I I I I I I , I I I I I I I I I AS REQUIRED NEW 2"x4" C.T. @ 16" O.C, 12 - INSULATION BAFFLES WHERE REQUIRED - ICE AND WATER SHIELD (AS REO.) I p IpI IpI IpI pI pI pI pI pI pI pI pI p p p pI pI pI pI p p pI _ (UPPER � OF R.R. SPAN) - PLYWOOD SHEATHING EXI5T R.R. @ 16 O.C. ROOF CONSTRUCTION �8 ROOF CONSTRUCTION - 2"X10" ROOF RAFTER @ 16" O,C, I I I I I I I I I I I I I I I I EXIST RIDGE NEW 2"x12" RIDGE W/ --- - NEW STANDING SEAM METAL ROOF 12 - NEW ASPHALT SHINGLES - R-30 BATT INSULATION RIDGE VENT - 15# ROOF FELT 13.5 - 15# ROOF FELT I � , �I I I j % - ICE AND WATER SHIELD (AS REQ.) NEW R-30 BATT - ICE AND WATER SHIELD AS REQ. INSULATION BAFFLES WHERE REQUIRED _I�, 1,� II ��j � x ,x �� � A - PLYWOOp SHEATHING _ ( ) NEW 2x4 C.T. @ 16 O.C. —- 12 / INSULATION PLYWOOD SHEATHING I ATION NEW 2"x10" R.J. @ 16" O.C. W/ (2)"' — -NEW R-30 BATT _ / (UPPER 3 OF R.R. SPAN) - 2"X10" ROOF RAFTER @ 16" O.C, 8 \__ 4 - 2"X10" ROOF RAFTER @ 16" D.C. THRU-BOLTS ON BOTH ENDS CONNECTING TO INSULATION =-F _ - ` - -- =__ -- -= R-30 BATT INSULATION NEW VENTED WALL CONSTRUCTION I - INSULATION BAFFLES WHERE REQUIRED ;;' - INSULATION BAFFLES WHERE REQUIRED THE 2IILOWER OF R XIO R.R.. , .R, SPAN) / NEW 2x10 R.J. @ 16 O.C. W/ (2)i2 EXTERIOR - \ ( I I , I I I I I THRU-BOLTS ON BOTN ENDS CONNECTING TO - NEW SIDING TBS BY OWNER = Ib Ip b b Id b Ip p p p p p p p p p p p NEW 1"X8" FASCIA BOARD THE 2"X10" R.R. (LOWER I OF R.R. SPAN \ NEW I"X8" FASCIA BOARD I I I I I I I I I I I ) - I" CONTINUOUS RIGID INSULATION (R-5) �I II II II II I II II I I II II II II II II NEW VENTED VINYL SOFFIT - - - NEW VENTED VINYL SOFFIT - 15 LBS BUILDING PAPER/TYVEI: I EXTERIOR WALL CONSTRUCTION - 2"X4" WOOD STUDS --NEW R-30 BATT ER EXTERIOR WALL CONSTRUCTION - R-15 BATT INSULATION INSULATION = - EXTERIOR WALL CONSTRUCTION - NEW SIDING TES BY OWNER NEW SIDING TBS BY OWN - NEW SIDING TBS BY OWNER ;; , t?I -,I " _ I I r I x _ - VAPOR BARRIER ,,� � I ' ('; j�i x - I CONTINUOUS RIGID INSULATION (R-5) - I" CONTINUOUS RIGID INSULATION (R-5 5" THICK GYPSUM BOARD -' Y ' - I" CONTINUOUS RIGID INSULATION (R-5) - 15 LBS BUILDING PAPER/TYVEK - 15 LBS BUILDING PAPER/TYVEK - - NEW R-30 BATT ---NEW R-30 BATT NEW R-30 BATT - INTERIOR FINISH - 15 LBS BUILDING PAPER/TYVEK EXIST R.R. @ 16" O.C.- - - 2X4 WOOD STUDS - 2"X4" WOOD STUDS - 2"X4" WOOD STUDS INSULATION - R-15 BATT INSULATION INSULATION INSULATION - R-15 BATT INSULATION EXTERIOR WALL CONSTRUCTION - NEW IIB" q0 2.0 F.J @ 16" O.C, - R-15 BATT INSULATION - EXTERIOR WALL CONSTRUCTION - VAPOR BARRIER - VAPOR BARRIER - NEW SIDIN TBS BY OWNER _ 5� G WOOD I-JOIST - 5�� VAPOR BARRIER NI _ ( ) T CK GYPSUM BOARD ' ', �, NEW SIDING TBS BY OWNER 8 I � 8 THICK GYPSUM BOARD - 15 LBS BUILDING PAPER/TYVEK 5" THICK GYPSUM BOARD O2 ( ) - INTERIOR FINISH - INTERIOR FINISH - EXIST WOOD STUDS - NEW 2 x10 R.J. @ 16 O.C, W/ 2 - I CONTINUOUS RIGID INSULATION R-5 - EXI5T INSULATION - INTERIOR FINISH TNRU-BOLTS ON BOTH ENDS CONNECTING TO - 15 LBS BUILDING PAPER/TYVEK EXTERIOR WALL CONSTRUCTION --- NEW 118 q0 2.0 F.J @ 16 O.C. - -- EXTERIOR WALL CONSTRUCTION „ I „ „ (WOOD I-JOI5T) HE 10 OW - - 2X4 WOOD STUDS NEW 51DING TBS BY GINNER - VAPOR BARRIER T 2 X R.R. (LONER 3 OF R.R. SPAN) - NEW SIDING TBS BY OWNER THICK GYPSUM BOARD - R-15 BATT INSULATION - 15 LBS BUILDING PAPER/TYVEK - 15 LBS BUILDING PAPER/TYVEK - INTERIOR FINISH5 „ „ - VAPOR BARRIER - EXIST WOOD STUDS - EXIST WOOD STUDS EXIST ANCHOR BOLTS SET @ 36 O.C. - - e" THICK GYPSUM BOARD - EXIST INSULATION - EXIST INSULATION EXIST %" m ANCHOR BOLTS SET @ 36" O.C.- W/ (2)2X4" AGO WOOD SILL PLATES W/ NEW 2"0' F.J. @ 16" O,C, W/ - INTERIOR FINISH - VAPOR BARRIER - VAPOR BARRIER N/ (2)2X4" ACO WOOD SILL PLATES W/ TERMITE SHIELD $ SILL SEALER R-30 BATT INSULATION THICK GYPSUM BOARD 5" 8 - 8 THICK GYPSUM BOARD TERMITE SHIELD $ SILL SEALER `I ,, A, NEW 5/" 0 ANCHOR BOLTS SET @ 36" D.C. - INTERIOR FINISHdle - INTERIOR FINISH EXIST F.J. @ 16" O.C. - ', W/ (2)2X4" AGO WOOD SILL PLATES W/ EXIST %" 0 ANCHOR BOLTS SET @ 36" O.C.- EXIST F.J. @ 16" O.C.-1 EXIST F.J. @ 16 O.C.- TERMITE SHIELD $ SILL SEALER (2)2X4' - - EXIST %" ANCHOR BOLTS SET @ 36" 0 N/ AGO WOOD SILL PLATES N/ \ W/ (2)2X4" AGO WOOD SILL PLATES W/ EXISTING FOUNDATION TO ----_� EXISTING SLAB TO --' � _,--EXISTING BEAM 70 - EXISTING BEAM TO TERMITE SHIELD � SILL SEALER REMAIN _ REMAIN REMAIN REMAIN TERMITE SHIELD 4 SILL SEALER -EXIST %" m ANCHOR BOLTS SET @ 36" O.C. EXISTING FOUNDATION TO EXISTING FOUNDATION TO ----- W/ (2)2X4" AGO WOOD SILL PLATES W/ REMAIN NEW 2" PC. SLAB N/ 6X6 WI., 6 MIL = EXISTING FOUNDATION TO - - --. EXISTING SLAB TO - - - EXISTING FOUIJDATION TO REMAIN TERMITE SHIELD SILL SEALER POLYETHYLENE VAPOR BARRIER. - REMAIN REMAIN REMAIN (SCREEN COAT) -- CONCRETE FOUNDATION CONSTRUCTION - 8" WIDE POURED CONCRETE FOUNDATION - FOUNDATION TO 51T ON 16"X 8" DEEP FOOTING TO BEAR ON UNDISTURBED SOIL MIN, 36" BELOW ADJACENT GRADE - CONCRETE PARGE COAT ABOVE GRADE EXISTING SLAB TO --- - ASPHALT WATERPROOFING BELOW GRADE REMAIN --- ----20go FLUSH -- 51MP50N STRONG- - CONCRETE TO BE 3000 P51 MIN. - #5 HORIZONTAL REBAR @ 12" O.C. W/ MIN 3" EMBEDMENT CORNER STUD ---CORNER STUD MOUNTED TIE NIGH WIND- CONNECTED TO CONNECTED TO HANGERS FOR RESISTANT COILED - 95 VERTICAL REBAR. @ 36" O.C. W, MIN 3" EMBEDMENT TRANSFER SHEAR TRANSFER SHEAR JOISTS HW Ilga STRAP C520 920 GA. - (3)#5 REBAR CONTINUOUS IN FOOTING W/ MIN. 3" EMBEDMENT / ' OR HU 12go (14-8D TOTAL NAILED - a"0 ANCHOR BOLTS @ 36" O.C. ---2-16d COMMON • ' ---2-16d COMMON .NOTE — PROVIDE ROOF VENTILATION AS PER ROO OF THE 2015 I.R.G.. (WHEN HN 15 TO EA, END OF STRAP . VENTILATION OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT NOT AVAILABLE) ON ALIGNED STUDS) NAIL AT 6 o,c, NAIL AT 6 o.c. WIRE MESH WITH " MINIMUM TO " MAXIMUM OPEN I NGS. TOTAL NET FREE FOR DBL Jols7s s1MPsoIJ STRONG-TIE 8 4 W/0 FLITCH HOLDONPJ $ TENSION VENTILATING AREA SHALL NOT BE LESS THAN I TO 150 OF THE AREA OF % PLATE HHB OR s1MPsoN STRONG-TIE , HGLT 7ga FOR �- - HOLDDWN TFN51ON �'� TIE HDU5-SD52,5 414 SPADE VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED ALL OTHER " ' " TIE (2) NpU5-5D52,5 , GA, (14-SDS Y X 2 INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF I I NCHBEAMS WHEN STUDS ARE #14 GA, (14-5D5 Y" x ,-' SCREWED TO MIN. DBL, , SPACING SHALL BE PRO\/I DED BETWEEN THE INSULATION AND THE ALIGNED USE 2 2" SCREWED TO MIN. STUD) (i" 0 ATR. ROOF SHEATHING AT THE LOCATION OF THE VENT. CONTINUOUS STRAPS DBL. STUD) (R � ALL ANCHOR BOLT MIN. 52" FROM STUD TO STUD THREAD ROD FROM 2ND EMBEDMENT SET IN PREFORMED RIDGE VENT-, FLR. TO IST FLR. ACRYLIC TIE ADHESIVE) PROVIDE INSULATION BAFFLES 0- WALL�STUD To SAND JOIST CORNER POST BELOW) SCREEN SOLDERED HO- JOIST HANGER CONNECTIONS �- CORNER, END WALL, t POST �- CORNER HOLDOWN TO FOUNDATION N ANY INSULATED RAFTER BAYS HOLDOWN FROM FLOOR TO FLOOR JOIST 2"LADLE @ 6"D.C. SIMPSON STRONG- - FLOOR (TYP.) CLEAT @12'10C -- TIE NIGH WIND- F_ RIM JOIST SHINGLES - ---___ _ RESISTANT RIDGE / ---- SIMP50N STRONG- CCQ 16-SDSI/ 4x2Y2 / a DECKING TIE NIGH WIND- FASTENERS TO BEAM _ CONTRACTOR TO PROS I DE � . �.� - "- - -_ STRAPPING CS20 % i #20 GA. (14-SD / r - AGO D,J, @ 16" O.C. RESISTANT COILED 14-5D5I/ 4x2 2 INSTALL GABLE END VENTS / STRAP C520 420 GA. FASTENERS TO POST TOTAL NAILED ON _ MECHAN I GAL SYSTEM SUI TABLE - RAFTER TO RAFTER ' TO EA TOTAL NAILED - SIMP50N STRONG TIE BENT ACROSS TO EA. END OF STRAP „ ON STUDS TO RIM STAND-OFF AB SERIES FOR MIN 18,500 GF ATT I G SPACE RIDGE) ONLY BEND -- - , STUDS TO HEADER)°R SECURED W/ 5/8" 0 PC STRAP ONCE EMBEDDED ANCHOR �IGE VENTDETAIL "J-BOLT" (MAX85) SCALE:I/2" -0= I ' \\ `�� PROVIDE ONE STUD ',' I • °' ABOVE HEADER IN HANGER Z-MAX LINE N/ ONE JACK 2"� ANCHOR BOLT @ 16" D.C. STUD BELOW - - --- - --- - STAGGERED - ®- RIDGE TENSION STRAPS (2)51LL PLATE --CONC FOUNDATION WALL ONE STRAP PER �ECI� L ��� ACK STUD FOR 3' �ED EZ CONNECTIDN DETAIL,CEILING JOIST - - - - - I -------- - - -- TO q' HEADERS DBL, O- EXTERIOR WOOD POST CONNECTORS ASPHALT SHINGLES 5CALE:1/2" = II-011 JACK STUDS FOR q' OR MORE TRIPLE (A5 PER OWNER) JACK STUDS ON 15LB. FELT ON ON 1/2" CDX PLYWD. ROOF RAFTER - --- SIMP50N STRONG- ON 2x10 R.R. @I6" o.c. HURRICANETIE CTIE © - HEADER UPLIFT CONNECTION �� H2A #IS GA. (5-8D PROP. EXT. WALL W/ `"`'`' X 12" NAILED TO STEEL COLUMN W/ 8 X 8 X 1/4" i WD. STUDS (PROVIDE DRIP EDGE --- - I BLOCKING RAFTER/ TRUSS) i% INSULT. IF REQ'D.; V.I.F.) STEEL BOTTOM t TOP PLATE (TYR) STEEL BEAM 8" X 8" X 2" STEEL TOP PLATE WITH - - - - - - j� (2-SD X I J2 NAILED WELD COLUMN TO BASE AND TOP (SEE PLAN FOR SIZE) 7W0 TNRU BOLTS THROUGH FLANGE %{ •'. /f ! \/"^'.% TO PLATES 5-8D - ON BOTH SIDES ) ( (I) 2X8 AGO LEDGER PLATES t - - - X I%" NAILED TO ` FASCIA__.-___, SOFFIT VENA- - --- - 2 70 BE 2 m LAG BOLTED m m _ STUD) 7O STUD WALL @ 16" O.C. 112110 ANCHOR BOLTS - GRACE; ROLLED ICE =i 12 STAGGERED CONCRETE FOOTING --- WATER SHIELD SELF 21_0' / 32"0 STEEL COLUMN FASCIA NEW 2X6 RR @ 16" O.C, n° n 2"0 TNRU BOLTS CONNECTING ADHERED MEMBRANE - - -- ---- - -- �ii TOP PLATE AND FLANGE TOP PLATES ' (3)45 REBARS EACH WAY n: n (TYR OF 4) EXTERIOR FINISH AS PER = 1J - -fit--- — ' �' - ELEVATION ON TYVEK BLDG. SOFFIT DRY WALL -- NEW 2X4 CT @ 16" O.C. PAPER OR 15LB. BUILD. PAPER _ 1 _ SEE_PLAN S__ OR EQUAL, ON I/2 PLYWOOD CDLRMN AND VEA-M CDNNENDN DETAIL SHEATHING ON 2x4 WD. STUDS EO - ROOF SKIRT DETAILWLVN SASE DETAIL - @ 16" oc W/ R-15 BATT INSULAT. -j SCALE:N.T.S. W/ VAPOR BARRIER AND I/2" _ ® - ROOF RAFTER TO TOP PLATE 4 STUD SCALE:N,T•S, GNB ON INTERIOR SIDE _ REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: ���»� A a� SHEET TITLE Y' PRELIMINARY PLANS # DATE: BY: # DATE: BY: # DATE: BY: frJ4� fJrfl u� �e Ilu I 44-20 AS PER OWNER M.M. 6 I 0q.10.20 REVISED DESIGN ATK W ICE WAT� _ 5 35 tyz k d PROJECT NAME SCANAPICO RESIDENCE 5-5-20 AS PER OWNER M.M.OVERHANG/ EAVES- VENT DET - IL 7E0 YISTORA DR.,50UTHOLD,N Y— Iq1 S—I8-20 SHEET a NO :R SHIELD DETAIL �3 SCALE:112" 11-011 41 07.16.20 1 REVISE DESIGN ATK 41 1 41 OYSTER 84Y 4FT1NG SCALE:NTS I AND ARCHITECTURE, P.G. DATE: , SCALE: AS NOTED OF d r a o 9 68 WEST MAIN STREET OYSTER BAY N.Y. 11 1 (� -- --- - -- - 7 7 7 ". (516) �f22-5q�6 (FAX) q22-6235 WEB: WW W.OY5TERBAYDRAFTING.GOM EMAIL: ARCH ITECT@OY5TERBAYDRAFTING.GOM JOB NO: 0040 ZONING CALCULATIONSL1 kn-z EiJBi_i71N,ti SECTION: 78 BLOCK: 9 00� COLUMBIA ROAD LOT: 71.2 ZONE 840 (s42� q TOWN Or SC7JTti®LD LOT AREA = 32600 SF 875'$ © 87.3q'X $N OE � Ibar _ 7.3q' � S 25° Iq' 50" W REQUIRED EXISTING PROPOSED 85 87-77--- 156,11' _ _ b V_" 6 I- COVERAGE � O PRIMARY DWELLING.............. ....................... ..... 2447.00 SF 2796.75 SF 2335' O $ F FRONT PORCH........................ ....................... ..... 117.00 SF 279.13 SF N DECK................... . . . 382.00 SF 00.00 SF REAR STOOP / ROOF OVERR... ....................... ..... 00.00 SF 138.40 SF en SHED..................................... ....................... ..... 00.00 SF 308.00 SF Q Q TOTAL LOT COVERAGE 6520.000 SF 2946.000000 SF 3522.280000 SF O p I � 20.00 % 9.037 % 10.805 % 0 0 21.V I I FLOOR AREA I FIRST FLOOR........................ ....................... ..... 2447.00 SF 2796.75 SF SECOND FLOOR..................... ....................... ..... 00.00 SF 696.64 SF10.001 I o L530�' O 0 w l / O TOTAL FLOOR AREA N/A SF 2447.000000 SF 34g3.3g0000 SF Ln b 23 35' b m _ co co 1 N/A % 7.506 % 10.716 % $ O © PN © O c6 - I PROPOSED' I FRONT YARD SETBACK.................. 50.00 FT 42.30 FT 40.80 FT 2865 2190 2190' REAR YARD SETBACK.......... 50.00 FT 85.00 FT 87.10 FT b O O �- PROPOSED �g ON GRADE SIDE YARD SETBACK ct� I I 15.00 FT 54.80 FT 54.80 FT r--,PROPOSED LOT COVERAGE-DIAGRAM _ -- - IRST FLOOR FLOOR AREA DIAGRAM SECOND FLOOR FLOOR AREA DIAGRA PATIO SIDE YARD. M AGGREGATE ......................... 20.00 FT 64.50 FT 64.50 FT SCALE:I° = 20' I I TOTAL SIDE YARD SETBACK 35.00 FT IIq.3 FT (1q.3 FT SCALE:I" = 20' 5CALE:1" = 20' I BE DEf10'D-� I BUILDING HEIGHT.................. 35.00 FT 24.50 FT 24.50 FT LOT COVERAGE CALCULATIONS 1 I LOT WIDTH............................. 150.00 FT 169.89 FT 169.89 FT LETTER DIMEN51ON5 SQUARE FOOTAGE LOCATION FIRST FLOOR AREA CALCULATIONS FIRST FLOOR AREA CALCULATIONS - �� � LOT DEPTH............................ 175.00 FT 200.00 FT 200.00 FT A 23.35 X 40.80 852.680 SF DWELLING LETTER DIMEN51ON5 SQUARE FOOTAGE LETTER DIMEN51ON5 SQUARE FOOTAGE ° nI II I 5 B 27.20 X 43.50 1183.200 5F DWELLING A 23.35 X 40.80 852.680 SF G 21.80 X 31.81 6%.63q SF S 25 lq 50 EfftNt- 1343' O C 21.80 X 22.10 483.880 5F DWELLING B 27.20 X 43.50 1183.200 5F 13,781 EXIST. BILCO $ 8'75 .'. I O 22 43' C 21.00 X 22.10 483.ggO SF TOTAL AREA OF FIRST FLOOR 696ENTRANC .6390 SF _ E TO - �, I STORY s D 11.67 X 1.50 17.505 SF DWELLING 3 E 7.3q X 12.00 88.660 5F DWELLING D 11.67 X 1.50 17.505 SF CELLAR DDITION i F 5.30 X q.42 4q.126 SF FRONT PORCH E 7.3q X 12.00 88.680 SFF % I G 28.65 X 8.00 22q.200 SF FRONT PORCH F 8.75 X 8.08 70.700 SF I ..`.{.i.}.'. . .' {. , H q.00 X 5.00 45.000 SF REAR PORCH .'PROPOSED INTERIOR'.'.''.' ' 1 13.42 X 5.00 67.100 5F ROOF OVER TOTAL AREA OF FIRST FLOOR 2706,7550 SF 6- I +;ALTERATIONS _ J 16.00 X 24.00 384.000 SF SHED , , , , � I I _ K 8,75 X 8.08 70.700 5F DEWLLING L 8.75 X 3.00 26.250 5F REAR PORCH EX15T 15TORY TOTAL LOT COVERAGE 3588.230 SF I 530 I SINGLE FAMILY �- DWELLING 1 _ 64.501 Q VIII 'PROP05ED 2ND z f 1' . , I I. :; STORY ADDITION I I 23 40' I 1 ' "` ' PROPOSED 11111111'llll 11 11 11 11 11 I'll 11 l I 1 _ I 1 �:•;•�;�.:.:,::•r. .•,,:: DRIVEWAY AND I PARKING AREA I PROP05ED ROOF ..:::. .. :.. ..... 4.80 p I OVER PORCH-� ;.,`' ,t .l,.... . ,, 01 EXISTING' DRIVEWAY I Cf� I PROPOSED WALKWAY---.-moi DEMOD I PROP05ED 1 STORY - ' , t ADDITION I I I, � 150.00--- - ----------------- N ---- - - - - - -N 25° Iq' 50" E 16q.8q' VICTORIA DRIVE PLOT PLAN - - -- SCALE:I' = 20' 5ECT ION: 78 THI5 15 AN ARCHITECTURAL 51TE PLAN BA5ED ON INFORMATION 5HOWN ON A BLOCK: SURVEY PERFORMED BY KENNETH WOYCHUK a DATED: OI,Ig,2020 LOT: X1.2 SAFETY/CONTRACTOR NOTE: ENERGY NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO PERFORM TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL ARMA: 52600 SF ALL WORK IN A SAFE � PROFE55IONAL MANNER THAT JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN WILL PROTECT ALL WORKERS, THE PUBLIC, ADJOINING COMPLIANCE WITH CHAPTER 11 OF THE 2015 INTERNATIONAL ZONE: R40 PROPERTIES, AND OWNERS FROM DAMAGE AND INJURY. RESIDENTIAL CODE (2105 IRC) AND 8103.2 OF THE SURVEYOR NOTE: INTERNATIONAL ENERGY CONSERVATION CODE GENERAL CONTRACTOR TO HIRE THE SERVICES SURVEYOR NOTE: OF A LICENSED SURVEYOR TO STAKE OUT THE GENERAL CONTRACTOR TO HIRE THE SERVICES NEW PORCH/PORTICO IN ORDER TO MAINTAIN OF A LICENSED SURVEYOR TO STAKE OUT THE REQUIRED YARDS AS INDICATED ON THIS PLAN. NEW ADDITION IN ORDER TO MAINTAIN REQUIRED SURVEYOR NOTE: YARDS AS INDICATED ON THIS PLAN. GENERAL CONTRACTOR TO HIRE THE SERVICES OF A LICENSED SURVEYOR TO STAKE OUT THE NEW DRIVEWAY IN ORDER TO MAINTAIN REQUIRED YARDS AS INDICATED ON THIS PLAN. RE\/ISIONS TO PRELIMINARY DRAWINGS: RE\/ISION5 TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: i-D, �� SHEET TITLE PPZELIMINARY PLANS # DATE: BY: # DATE: BY: # DATE: BY: y,,. c 4-6-20 AS PER OWNERM.M. I I Oq.10.20 REVISED DESIGN ATK R ��,£� M.��� t�� � � �° PROJECT NAME SGAINAP 2 5-5-20 AS PER OWNER M.M. 2 2 12.2q.20 REVISED STRUCTURE ATK �► ��, "'' `� K� ICO RESIDENCE 3 5-5-20 AS PER OWNER m.M. 3 3 02.14.22 AS BUILT FINAL DESIGN MP d �, 150 VISTL lADR.,SOUTHOLD,N`(-IIg71 4 07.16.20 REVISE DESIGN ATK 4 4wP ' .b OYSTER BAY DRAFTING 3-I - SHEET NO. s s s ,Rw,t. d AND ARCHITECTURE, P.G. DATE. 8 2O y~ f0 � � d° ,:.,:;` 68 WEST MAIN STREET OYSTER BAY, N.Y. I17-fI 5GALE: AS NOTED OF 6 6 6 �> (516) C=-5a-76 (FAX) q:22-6235 BY: M.M. WEB: WWW.OYSTERBAYDRAFTIN65.60M EMAIL: ARCHITECT®OY5TER13AYDRAFTIN6.GOM I JOB NO: 20040 U� FF " 5/8" I,D, HEX NUT W/ LOCK 20'4" 13'-II WASHER- TYP. , 5/8" 0 BOLT+ 1/16" (FOR SIZE OF 15-3 5-6 PR VIDE 4" POURED CONCRETE PAD HOLE) �� NEW J" m ANCHOR BOLT UNDE FIRST RISER PROVIDE 4" POURED CONCRETE PAC BEARING PLATE UNDER FIRST RISER-- MASONRY ` - STAIRS \ MASONRY STAIRS -I`- - - - - -1 - EW (3) 95 REBARS SET IN ACRYLIC - �� - - - IE ANCHORING ADHESIVE MIN. 6" ACO SILL PLATE CONCRETE � - - _ - - _ °� >. SEE PLAN FOR SIZE POURED STOOP \ - -i _ _ _ - - - - - - - - / BEDMENT. Tn —GONG. FOUNDATION WALL - - - - - - - - -I 1 . - - - - - - - - - - - - .I- - — — — — — =_ - o — - - - - - - - - - - - - — — — _� NEW /I 3__._ o I I , I CRAWLSPACE ° 8" Ef1BEDf1ENT 1 EXI5T F.J. @ 16" O.C. 9169, �LBP5 1/2 - - - - -y- -J I NEW 2" PC. SLAB W/ 6X6 WI., 6 MIL CONCRETE FOUNDATION CONSTRUCTION POLYETHYLENE VAPOR BARRIER. - 8" WIDE POURED CONCRETE FOUNDATION (SCREEN COAT) Ell! - FOUNDATION TO SIT ON 16"X 8" DEEP FOOTING TO BEAR ON NCHOR BOLT + BEARING PLATE DETAIL N UNDISTURBED SOIL MIN. 36" BELOW ADJACENT GRADE 1 - CONCRETE PARGE COAT ABOVE GRADE SCALE:NTS I NEW i 1 - ASPHALT WATERPROOFING BELOW GRADE EXISTING BILCO � %. 1 X CRAWLSPACE - CONCRETE 70 BE 3000 PSI MIN. I 1 - #5 HORIZONTAL REBAR @ 12" O.C. W/ MIN 3" EMBEDMENT DOOR TO REMAIN 1 .D 1 N EW 2" PC. SLAB W/ 6X6 1 I - #5 VERTICAL REBAR @ 36" O.C. W. MIN 3" EMBEDMENT I I z I. 6 MIL POLYETHYLENE (3)#5 REBAR CONTINUOUS IN FOOTING W/ MIN. 3" EMBEDMENT 1 1 VAPOR BARRIER. (SCREEN 1 ,> I _ $0 ANCHOR BOLTS @ 36" O.C. WOOD STUDS @ 16" O.C. - �'� COAT) W/ BATT INSULATION, J" WOOD 5 „ EXTERIOR FINISH SHEATHING, 154 BUILDING PAPER, 4 / NEW (3) #5 REBARS,5ET IN ACRYLIC NEW (3) #5 REBAR5,5ET IN ACRYLIC GYP. BD. INTERIOR 2" FOAM BOARD R-10 CONTINUOUS A7 EXTERIOR. % TIE ANCHORING ADHESIVE MIN. 0 TIE ANCHORING ADHESIVE MIN, 6" �_(2)SHIMMED PT MUDSILL W/ %" 2' ti x -0" LONG EMBEDMENT. EMBEDMENT. (2) # 5 REBAR GRADE ANCHOR BOLT @ 4'-0" O.C. 8 1'-0" FROM END I CONCRETE FOUNDATION WALL (SEE: PLANS)- # 5 REINFORCING BARS 70 BE VERTICALLY v c° 3" COVER HORIZONTALLY LOCATED IN FOUNDATION @ 24" O.C. #5 REBAR DOWELS @ 24" 0 2" POURED CONCRETE SLAB HT--'\ TTYPICAL DAMP PROOFING I" STYROFOAM PROTECTION IOXIO W1.4 141.4 WELDED WIRE BOARDS 2 LAYERS TROWEL APPLIED MASTIC W/ I @ MESH OVER 6 MIL VAPORLAYER ASPHALT IMPREGNATED FELT FROM I" BELOW N R X BARRIER '� % .� �. '�. FINISH GRADE TO BOTTOM OF FOOTING w i N (3) # 5 REBAR BOT. -(IF REQUIRED) 6" DIAMETER CONTINUOUS EXIST. - EACH WAY W/ 3" COVER PERFORATED FOOTING DRAIN WITH FILTER FABRIC $ CELLAR I w GRAVEL SURROUNDING. CONNECT TO DRYWELLS UNFINISHED POST ABOVE DEPTH OF FOOTING VARIES WITH SOIL CONDITION FOOTING WITH TWO TON MINIMUM SOIL (MIN 4'-0" BELOW GRADE) OUNDATION- DETAIL (C NAWLSPACE) - - 5CALE:1/4" = I'-0" EXISTING BEAM TO REMAIN (VIF) EXISTING BEAM TO REMAIN (VIF) EXISTING� T-( REMAIN (VIF) - -—o------- - - - --�-- -I - - - - -J EXIST 4" THICK POURED CONCRETE SLAB _ SIMPSON STRONG- VAPOR WIRE M 5H, 6 MIL POLYETHYLENE i -1 - TIE HIGH WIND- RESISTANT STUD o 32" � STEEL COLUMN TO BEAR ON L TO RIM JOIST C520 0 24" X 24" X 12" DEEP POURED #20 GA. (12-I01) X `r v CONCRETE FOOTING (MIN 3000 PSI) I %" TOTAL NAILED / 70 STUD t RIM) I L —%" PLYWD. SUBFLOOR N o Lu ° - BOTTOM WALL X I ° PLATE 0 RIM J015T NEW UP. 12R ° �" SIMPSON STRONG- \ TIE HIGH WIND- EXISTING BEAM TO REMAIN (VIF) -$--EXISTING BEAM TO REMAIN (VIF) ° - RE51S7ANT MUD5ILL o ° ° ' TO RIM JOIST DSP GA. (6-I0D X {{ ° o - "- " i 0/2' NAILED TO v = - SILL) (8-I01) X I y" - \, NAILED TO RIM) (2) ACO MUD SILL NEW (3) #5 REBARS,SET IN ACRYLIC N I FOUNDATION WALL TIE ANCHORING ADHESIVE MIN. 6" A EMBEDMENT. EXIST. -' FLOOR J015T - - - - - - UNEXCAVATEDLu O- STRAPPING DETAIL @ FOUNDATION _ - -- - - - EXIST 4" THICK POURED CONCRETE SLAB TO FLOOR TO WALL CONDITIONS1 1 NEW 4" THICK POURED CONCRETE SLAB ON NEW NEW (3) 45 REBAR5,SET IN ACRYLIC ON GRADE W/ 6X6 WIRE MESH, 6 MIL I I TIE ANCHORING ADHESIVE MIN. 6 POLYETHYLENE VAPOR BARRIER. (1) C520 (ZMAX) VERTICAL STRAP 1 1 GRADE W/ 6X6 WIRE MESH, 6 MIL UNEXCAVATED EMBEDMENT. POLYETHYLENE VAPOR BARRIER. @ EA, STUD LOCATION + ADJ. A DSP (ZMAX) PLATE TIE 1 I EXIST CONCRETE DEPRESSION FILLED IN 1 1 WITH CMU BLOCKING, FULLY GROUTED AND 1 SEALED, #5 VERTICAL REBAR @ 36" O.C. m - - - - - - - - - -_ - DOWELED INTO EXIST P.C. FOUNDATION, NEW o LTS SET 9 36" 4" VTR ( �- - - - - - - - - - -- - - - - - - -- - - - - -� - - - - - - - - - - �'C�6AN���RSOACQSILL PLATESW/ - - - - - - - ROOF z ROOF CONCRETE FOUNDATION CONSTRUCTIOIJ TERMITE SHIELD t SILL SEALER TO ALIGNWITH EXIST FOUNDATION 3 - 8" WIDE POURED CONCRETE FOUNDATION - FOUNDATION TO SIT ON 16"X 8" DEEP FOOTING TO BEAR ON NEW BATH EXIST BATH EXIST BATH 2 1 NEW KITCHEN NEW GARAGE NEW LAUNDRY UNDISTURBED SOIL MIN. 36" BELOW ADJACENT GRADE I I/2 I I/2 I I/2 1 _ _ _ _ _ - - CONCRETE PARGE COAT ABOVE GRADE ,� T - ASPHALT WATERPROOFING BELOW GRADE Q 1 1/2 1 1 1121 1 1/2 1 - CONCRETE TO BE 3000 P51 MIN. 11 1/2 " 11 1/2 11 1/2 I N 51 pc.�. - #5 HORIZONTAL REBAR @ 12" O.C. H/ MIN 3" EMBEDMENT I 9 CONCRETE FOUNDATION CONSTRUCTION WB I I WB I WB I I I - #5 VERTICAL REBAR @ 36" O.C. W. MIN 3" EMBEDMENT - - - - - - - - - - - - - -- - 8" WIDE POURED CONCRETE FOUNDATION SNOW SHOWER TUB 1 X I/2 2 - (3)#5 REBAR CONTINUOUS IN FOOTING W/ MIN. 3" EMBEDMENT - FOUNDATION TO SIT ON 16"X 8" DEEP FOOTING 70 BEAR ON 0 I I/ 0 I I/ 0 1 1/ w CC 15t FLOOR UNDISTURBED SOIL MIN. 36" BELOW ADJACENT GRADE 5'-0" 11'-8" 5'-3" - CONCRETE PARGE COAT ABOVE GRADE - ASPHALT WATERPROOFING BELOW GRADE 2 - CONCRETE TO BE 3000 PSI MIN. 50'-7" - 45 HORIZONTAL REBAR @ 12" O.C. W/ MIN 3" EMBEDMENT CO - #5 VERTICAL REBAR @ 36" O.C. W. MIN 3" EMBEDMENT OUS 0 HOUSEAIN CELLAR PLAN _ - II- I- II __ - 53)#5 REBAR CONTINUOUS IN FOOTING W/ MIN. 3" EMBEDMENT ITPA SCALE:V4 -I 0 - s 0 ANCHOR BOLTS @ 36 O.C. REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: ^;SDA& SHEET TITLE PRELIMINARY PLANS # DATE: BY: # DATE: BY: # DATE: BY: �* ' Y,� (or7 1 4-6-20 AS PER OWNER M.M. I I Oq.10.20 REVISED DESIGN ATK .'� `` �� � , PROJECT NAMESGAINAPIGO RESIDENCE 2 5-5-20 AS PER OWNER M.M. 2 2 12.2q.20 REVISED STRUCTURE ATKr�' � 750 VISTORIA DR.,SOUTHOLDNY-IIIII 3 5-8-20 AS PEROWNER M.M. 3 3 02.14.22 AS BUILT FINAL DESIGN MP OYSTER BAY DRAT=TING SHEET NO. LUMBI G�RIIE�11�10�Al 4 07.16.20 REVISE DESIGN ATK 4 4 'C5 ` ''� �'``'` d 0 AND ARCHITECTURE, P.G. DATE: 3-18-20 SCALE:NTS 6 d 6 ` • rd ,..,� SCALE: A5 NOTED of d 65 WEST MAIN STREET OYSTER BAY, N.Y. 117-11 (516) q22-51176 (FAX) q22-6235 BY: M.M. 107 7 7 WEB: WWW.OYSTERBAYDRAFTIN6.COM EMAIL: ARGHITEGT@OYSTERBAYDRAFTING.COM JOB NO: 0040 501-711 " 34-8 22'-I" 4" II'-7" 4' LEGEND wINDOw �JC�IFDULE FIRST FLOOR CARBON MONOXIDE C.T. COLLAR TIES F - - - - - - - - - - - - - - - - - - - - - - - - ®CMD DETECTOR R.R. ROOF RAFTER NAME SPECIFICATION MANUFACTERER SIZE QUANTITY TYPE EGRESS GRILL LOCATION INTERIOR FINISH EXTERIOR FINISH HARDWARE EXTERIOR TRIM DRIP CAP - - — NDH210410 ANDERSEN 2'—IIR" X 5'-09" 13 DOUBLE HUNG EGRESS TOP ONLY WHITE BLACK DISTRESSED NICKEL 3�` WHITE 3�" WHITE WDN210310 ANDERSEN 2'—II " X 4 _0g 2 DOUBLE HUNG ......•.......... TOP ONLY WHITE BLACK DISTRESSED NICKEL 32" WHITE 32" WHITE r r R.J. ROOF JOIST SMOKE DETECTOR _-- -- AN41 ANDERSEN 2'—IIS" X 5'—II�" 2 AWNING ................. FULL WHITE BLACK DISTRESSED NICKEL 32" WHITE 32" WHITE NEW 6X6 ACQ POST W/ 5 6� SD C.J. CEILING JOIST NDH210210 ANDERSEN 2'-11911 X 31_0SIMPSON STRONGTIE Z-MAX 1 711 3 DOUBLE HUNG ................. TOP ONLY WHITE BLACK DISTRESSED NICKEL 3�" WHITE 32" WHITE" X 50'-0" 6 AWNING NONE WHITE BLACK DISTRESSED NICKEL u BRACKET AT BASE, NEW A313 ANDERSEN 50'-0ALUM. ALUMINUM O.C. ON CENTER 3 WHITE 32lWHITE COLUMN ENCLOSURE TO BE I I DW DISHWASHER FTG. __-FOOTING- SELECTED POURED CONCRETE_ SELECTED BY OWNER �II- - 17"8 I I I EXIST_ � EXISTING j -� E8-2� - I � �� NOTE - EXISTING CROWN MOLDING AND BASE FF FINISHED FLOOR GAILY. GALVANIZED MOLDING TO BE REPLACED THROUGHOUT LIEW2"X10" LEDGER @ C.J. AND R.R. EVELS, C.J. AND R.R. TECO'D n; - _I—__I 5 9 --____ N -_� RN2142L(L_ _ _ NEW 2 2 x 2 _ (3)A313 FNDN. FOUNDATION BM. BEAM NOME TO BE SELECTED BY OWNER ------ ---NEW (2)2'xF2' DROPPED I NEW (2 1 I ROLAM ` IDN• NEW (2)14'x114' L,V,L, --FWD-- FRENCH WOOD DOOR) DN DOWN o \ GWB GYPSUM NALL-BOARD� DBL. DOUBLE NOTE - CASING OF ALL DOORS TO BE z EXIST C.J. @ 16" O.C. HDR. HEADER FRMG. FRAMING REPLACED THROUGHOUT HOME. STYLE TO BE -111 (2)2'x12° " , r r I INSUL. INSULATION T.V. TRUE VALLEY NEW I I - - --� - SELECTED BY OWNER _ — — -- EXISTING BILCO - �'�0 I ON BOTH ENDS CONNECTING TO THE 2'X12" R.R. -� M.C. MEDICINE CABINET V.L. VALLEY LEDGER DOOR TO REMAIN �ti� I LOWE I R. . I o m -- - OO OO Q M.S. MARBLE SADDLE PLYWD. � PLYWOOD ® I th. THICK ML. MICROLAM z NEW O O I I _ SUN ROOM 3 `p KIN CL, J I C) �' CATHEDRAL CEILING WD_ ! WOOD STC. STEEL NEW I AL GN FINISHED N.1. CL. !, KITCHEN I o FLOOR WALK-IN-CLOSET m III 1LU VIF VERIFY IN FIELD1-71 CATHEDRAL CEILINGILI- NEW 22'x8' I L - I _' - Z o NEW (3)14'x114' L•V•L, FLU E _ - - - - - SN- - -- WALL LEGEND NEW (2)2'x12' (USE ONLY WALLS THAT ARE APPLICABLE TO PROJECT) REF. I NEW (4)211x4') NEW (4)2'x4' - - -- 22'-111 I PACKED STUDS J NEW 11'-7 PACKED STUDSNEW EXISTING INTERIOR/EXTERIOR WALLS TO REMAIN 5KYL GNT 5KYLIGNT -- �w I TB5 BY I I TB5 BY I I EXISTING INTERIOR/EXTERIOR WALLS TO BE LOWNE OWNER) I - - - - REMOVED 1 J l M Q m o EXIST. I NEW I ES v EXIST WOOD NEW EXTERIOR WALL MASTER BEDROOM I FAMILY ROOM FIREPLACE ! a EXTERIOR FINISH AS PER ELEVATION, I' `V "- CONTINIOUS RIGID INSULATION (R-5), TYVEK CATHEDRAL CEILING IJ TO REMAIN © BLDG, PAPER, OR 15LB, BUILD.(PA ER OR LU -7 I I `V NEW EQUAL, ON 5/8' PLYWOOD SHEATHING, ON 2x4 n I a I— NEW -1 F NEW -1 I Z LIBRARY WOOD STUDS 16' OC W/ R-15 BATT LU - I N 15KYLIGNT I 5KYLIGNT I INSULATION W/ VAPOR BARRIER 4 5/8" GWB ON TB5 BY I TBS BY z I INTERIOR SIDE LOWNER I LOWNERJ -- �� - - - � - - - - EXIST BEAM TO REMAIN > o NEW EXTERIOR WALLt F _ I I o NEW BRICK VENEER, I' AIRSPACE, 2" I SD L L NEW 21x10" R.J. @ 16' O.C. W/12)I+' THRU-BOLTS h, o N _ BLDG. PAPER/TYVEK OR EQUAL, ON 1/2' ON BOTH ENDS CONNECTING TO THE 2'X12" R.R. l 3 o PLYWOOD SHEATHING, ON 2x4 WOOD STUDS @ I (LOWER # OF R.R.1 SPAN) l w � Z rn 16' OC W/ R-15 BATT INSUL, VAPOR BARRIER t BP Bearing Plate I l NEW 36" RAILING W/ BALUSTERS 1/2' GWB ON INTERIOR SIDE, CONTRACTOR TO and Nut o XEXIST. � ' - 4" O.C. T COMPLY W/ SECTIONS PROVIDE WEEP HOLES @ 2'-0' O.C., PROVIDE ro TN =- �M,BATH "� ®SD�r7D 1 - - J i R311.7.8/R 12.1.3 OF THE 2015 I.R.C. GALVANIZED WALL TIES TO ANCHOR BRICK, - 3 3 I I A/C DUROWALL REINFORCED @ I6 O,C, VERTICALLY, Threaded o o z 12 R EXPANSION JOINTS @ 30'-0' O.C. VERTICALLY 0- �- AT INTERSECTIONS I I Rod o �� + I i - (MAX.)( ) , TOP RAIL----'., TING BEAM 0 REMAIN (VIF) B O O K C A S E - - - - A/C NEW INTERIOR PARTITIONS I I IN I I 2x8 - - - _ WD �f F ) v I 2X2 - - - _ NEW N W x W r r 0 1 1 �� I I I i I I . I I E 2 4 OOD STUDS @ 16 OC W/ l/2 WB ON BALUSTERS- - � /� G x If x-�I - - SN. EACH SIDE _ AN o P TRY i '` A IC ACC SS VI T E P D T E ■ BOTTOM RAIL � MAX. 4 O.C. Threaded _ \; AS PER NYS Rod DOUBLE FRAMING AL @ , 41-7" *� EXIST. aO A/C x AROUND — - - - - a � - H- NEW BEARING : BUILD. CODE - B NG WALL 9 CNW Coupler �MD U7_ _ _ � P r 5- 0 L S � BATH NEW 2 2x8 B T r t r ri H - ten D,. • •• N � - ut EXIST :� � f � NEW 2x4 WOOD STUDS @ 16 OC W/ �/2 GWB ON r r - O Fc� �> �-WD. DECKING Rod Coupler O2 x8 - IJ6W X F �-`y*� EACH SIDE, PROVIDE SOLID FULL-WIDTH w .1 0 - I x. . tiF _ EXIST. NEW 0 �, o ; - �' POCKET- o �, 1 NEW BLOCKING UNDER ALL NEW BEARING PARTITIONS CN Minim o CL. L. `�� CL. CL, �__ -- - — ---- i5t �6" FOYER r " E E�'-.� tAUN RY/3 NEw 2'-6 - -- — T w cn N NEW 4-0 BIFOLD O w MUD RM, Q - o e NEW 4'-0" BIFOLD e NEW IA 3 2 x4 Z BATH N NEW FIRE-RATED WALLS DECK JOIST ®SD SD PACKEDI5TUD5 '1 p z -1---, 3 4 3f 3 NEW 2x4 WOOD STUDS @ 16' OC W/ ONE LAYER (SEE PLANS) (2)2'x8' 2)2 x8 BENCH z LU C 5/8' TYPE "X' GWB ON EACH SIDE (ONE-HOUR � NEW IC - (3)2'x4' NEN 2 I 111-L_f` ' :.....::.:........:- _ FIRE RATING) ACAST COLUMN DETAIL PACKED STUDS r ----� ) ' J� +-- r - ORA - RAILING DETAIL 0—= 5CALE:--N,T.5, �- � NE N S.S. ` - - - NEW CELLAR PERIMETER WALL' EXIST. EXIST. I R -' O 2x4 WOOD STUDS @ I6' OC W/ -i A 3 W BEDROOM #I " BEDR00�1 #2 „o r' — R 5 BATT INSULATION W/ VAPOR BARRIER I/2 GWB ONE INTERIOR SIDE LU NEW 2)2"x12' NEW (2)2'xl2" I NEW LOW-WALLS - ---- EQUAL EQUAL I NEW 2x4 WOOD STUDS @ 16' OC W/ I/2' GWB � . \�- 211X4° DBL, TOP PLATE ON EACH SIDE, WIDTH # HEIGHT TO VARY - 211X 411 WD STUDS 16" O.C. EQUAL EQUA EQUAL EQUAL SEE PLANS - I W/ 1/2" GWB ON EACH SIDE E.M. NEW ( )2'x12" NE (2)2'x12' z rm i I --------� NEW FOUNDATION AND FOUNDATION WALLt 0 NEW II 90 2.0 F.J @ 16 O.C. I �Z- NEW WTHICK POURED CONCRETE FOUNDATION - - - - - - - - - -- I (WOOD I-JOIST) w - -----� r r > I r WALL TO BEAR ON I6 x8 PC FOOTING TO BEAR (2)WDH210410 (EGRESS) (2)WDH210410 (EGRESS) o -NEW IE - (3)211x4' g cin I = L ON UNDISTURBED SOIL W/ BITUMINOUS NEW 2 XIO LEDGER @ C.J. AND R.R. LEVELS C.J. AND R.R. TECO'D / _ �, Q 4 BRICK SHELF C) PACKED STUDS `�' WATERPROOF COATING ON EXTERIOR SIDE d NEW ID - (3)211x4" / � w x I N REVERSE SHELF CONCRETE PARGE COAT ON VISIBLE PORTION 0+ } I � PACKED STUDS -� - Q t I MODIF. `�' AS REQUIRED FOUNDATION WALL, 95 HORIZONTAL REBAR @ 12 -2"X 4" SOLE PLATE o r I v MODIF. g I O.C. W/ MIN 3' EMBEDMENT, 95 VERTICAL FINISH TILE FLOORING I X PORCH = GARAGE o I REBAR @ 36' O.C. W, MIN 3' EMBEDMENT, (3)95 U-3 z Z CN z I REBAR EMBEDMENT TINUOUS IN(PROVIDE 4' RI CK SNELIF OR z I REVERSE SHELF AS REQUIRED SEE SECTION) - - NEW 2 'x10' DROPPED - NEW_(2 'x10' DROPPED_ NEW f n'>�' I - --- - ---- - ---- ----- - DROPPEDI NEW FOUNDATION WALL (TRENCH POUR)' F'_Ai�TITION WALL -DEEAIL - - - - - - - - - - - - - NEW 12'th PC FOUNDATION WALL W/ (2) 45 SCALE,N.T.S. NEW (3)211x4" NEW (3)2'x4' I I REBARS 2' FROM BOTTOM CLEARANCE TO BEAR 4 BRICK SHELF I TYPICAL OF EACH RIGHT PACKED 5TUD5 — PACKED STUDS I OR ON UNDISTURBED 501L W/ BITUMINOUS " " 1' 1 WATERPROOF COATING CONCRETE PARGE COAT ANGLE ALONG PERIPHERY OF 8 II-0 II -0 5-4 8 21 -3 I REVERSE SHELF - - - ---- --------------- ------ '5T FLOOR TO 2ND FLOOR' NEW 6"X6" ACO POST W/ SIMPSON - I ON VISIBLE PORTION OF FOUNDATION WALL 1 � AS REQUIRED i _ _ _ - -_ - - (PROVIDE 4' BRICK SHELF OR REVERSE SHELF STRONGTIE Z-MAX BRACKET AT BASE _ NEW NEW I �I 1 MICROLA�AMSH\ 1 + L _ " " - �* _ AS REQUIRED, SEE SECTION) NEW COLUMN ENCLOSURE TO BE 3� !� - -_ ---------�'--------- ----------------------- ( )44 r 1 � � 2X4 STUDS 1 1111 ' " ' �/-SEE DETAIL 'F' SELECTED BY OWNER (TYPICAL OF 4) I I I �' I _ (3)WDH210410 --- ENDWALL FIRST FLOOR PLAN ALL WINDOWS W/ 51LL 1811 O� A A I I TYPICAL OF EACH RIGHT - -- - - - - -- SCALE:1/411=1'-Qll EQUAL EQUAL I- II LESS A601�E FINISHED FLOOR TO J BLOCKING _ _5 0 II 8 5 3 ANGLE ALONG PERIPHERY R' +, -- - „ HA\/E TEMPERED 5AFETY 6LA55 FOUNDATION TO IST FLOOR _28_8 � _ - 21-II BLOCKING I I I E/-5EE DETAIL V 50'-7" _ -- N.I.F. HT. �t�O�E FIN. I=1...� I J015T5 I I I RE\/ISIONS TO PRELIMINARY DRAWINGS: RE\/ISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: 'SID A SHEET TITLE PRELIMINARY PLANS % I I I # DATE: 8Y: # DATE: BY: # DATE: BY: �' " Y3� a , De Ilu NOTE - PROVIDE C,J, BLOCKING AT MIDSPAN I 4-6-20 AS PER OWNER M.M. I I 09.10.20 REVISED DESIGN ATK ��` ��* , ,� a �° PROJECT NAME c� � a SGANAPIGO RESIDENCE 2 5-5-20 AS PER OWNER M.M. 2 2 12.29.20 REVISED STRUCTURE ATK " , A "1I OF ALL CJ BLOCKING SAME SIZE AS C,J, _ � �� 150 VISTORIA 0R.,S0UTH0LD,NY-I1a11 CJ, 3 5-8-20 AS PER OWNER M.M. 3 3 02.14.22 AS BUILT FINAL DESIGN MP +' •BLOCKING OYSTE=R BAY DR.AFTIN(5 SHEET NO. I I I 4 07.16.20 REVISE DESIGN ATK 4 4 ` P TYPICAL ALL DETAIL - - NOTE - PROVIDE F.J. BLOCKING AT MIDSPAN 5 5 d da AND ARGHITEGTURIE, P.G. DATE: 3-18-20 ��DLL-BLOCKING DETAIL ---- n ��• ,��� �'�'�} `�° '�'`'• � � 68 WEST MAIN STREET OYSTER BAY N.Y. II��I SCALE: AS NOTED pD 5CALEAT5. 5CALEsN,T,5, OF ALL F.J. BLOCKING SAME SIZE AS F.J. 6 6 6 d �` o a (51M IN STFEE (FAX) q22-6235 __________________ � � -~�� I1 � BY: M.M. WEB: hM,0Y5TERBAYDRAFTIN6.COM EMAIL: ARCHITECT®OY5TERBAYDRAFTING.COM JOB NO: 20040 i COMMON RAFTER DOUBLE HEADER \\ RIDGE \ LOOKOUT RAFTER NEW 2"x10" R.R LEDGER, R.R. T CO'D � +\ FSS STUD PROVIDE 2"x4" WD STUDS @ 16" O.C. CRIPPLE + N 02 o WALL TO BEAR ON EXTERIOR WALL TO TO I+++ + + i SUPPORT NEW ROOF RAFTERS WALL TO FOLLOW w I+ + ++ � ++++++\ EXTERIOR WALL CONSTRCUTION \ NEW 2"x10" R.R @ 16" O.C. NEW 2"x10" R.R @ 16" O.C. ++++++A SIMPSON HANGER X + + + + 1 FOR JOIST AS REO'D ` PLATE 3 i+++++++++\\ \ UO X z ++++++++++\+ + + + A TAIL RAFTER " " II r EXIS R.R. TO I +++++++++++\EXIST R.R. TO NEW 2x4 C T. @ 16 O.C. r+++ + + + + + y__ F (UPPER R.R. SPAN) I++ ++ ++ ++ ++ + + \ + O.H. AS PER OWNER I + + + + + TAIL RAFTER o +++ +++++++++++ RO - RAKE OVERHANG DETAIL = I+ + + + + + + + z I+ + ++++++++++ + # ++++ ++++++++++++\ NEW C \ — — — — ++++++++ ++++++++++� @ 16 O.C. RIDGE- _ + + + + ++++++++\ NEW 2 2x10 R.R. BEAM_ NEW 2 2x10 R. . BEAM ++++++++++++SSG +++++++\ NEW NEW + +++++++++++9�� +++++\ CRIPPLE SKYLIGHT 5KYLIGHT I+++ + + + + +++Ft + + JP TB5 BY I TB5 BY I + + + + + + + + + + + + + + + + + + + + + OWNER OWNER _ _ + + + + + + + + + + + \ t` +++++++++++++++++++++++ --NEW ( 2"x10" R.R. BEAM NEW (2)2"x10" R.R. AM \ + + + + + + +\+ + + DOUBLE HEADER - _ NEW 2"x10" R,R NEW 2"x10" R.R DOUBLE NEW 2"xl2" VALLEY LEDGER @ 16" O.C. @ 16" O.C. PROVIDE ROOF CRICKET-- " DORMER RAFTER o NEW x C AS REQUIRED N (2)2"x10"_16" C.\ —NEW (2)2"xl0" kJ / /- R.R. BEAM NEw KN�LEwGR.R._BEAMAo w VALLEY RAFTER Ca- C) a-O I � N � I OWNER 1 1 OWNER � ~ i /! w < NEW (2)2"x10" NEW (2)2"x10" 1° o N BEAM R.R. BEAM u VALLEY JACK \ w DORMER RIDGE Z "' RAFTERS COMMON RAFTER N PROVIDE 2x4 WD STUDS @ 16 O.C. CRIPPLE z -x WALL TO BEAR ON EXISTING RIDGE TO TO W uj 3 SUPPORT NEW ROOF RAFTERS, WALL TO FOLLOW s z EXTERIOR WALL CONSTRCUTION_ S \ LL o PROVIDE ROOF CRICKET 21'-11" EXIST RIDGE S REQUIRED EXIST RIDGE @1 - DOG DORMER DETAIL EXIST RIDGE ++ ++ ++++++++++ + + + + + + + rte L — J ATTIC ACCESS, PROVIDE -\ o "C z \ Lu DOUBLE FRAMIN ALL AROUND RIDGE - - w o � o LuI� LINE OF 7'6 CLG.HGT. I _ \ Q NEW 2"x10" R.R @ 16" O.C. NEW 2" O.C. x10" RE @ 16" NEW C ( '� CRIPPLE @ 16" O.C. " " 16" / 1" U- - o o ON BOTH END5 CONNECTING TO THE 2'X12" R.R. `z Q (LOWER j OF R.R. SPAN) X �_ } LL, 0 3'-6° NEW KNEE WALL z NEW 2'x4' C.T. @ 16' O.C. DOUBLE HEADER (UPPER OF R.R. SPAN) o I N 5' HGT.--\ Ln NEEWALL LuN I W W Q z .•. i z • .••.•, - - - - - I NEW (2)2'xl2" R.R. BEAM NEW KNEE WALL DOUBLE RAFTER / I NEW 2°x8" R.R NEW 2°x8" REkk @ 16 O.C. @ 16 O.C. o I I N o COMMON RAFTER I m I m m I I � I I � U o I I DOUBLE HEADERw Lu LLI I ,y TAIL RAFTER w " 0" 6' / " U- I I CN x NEW O' R.R LEDGER R.R. TECO'' ON BOTH END5 CONNECTIN TO THE 2'X10" R.R. 7 1 I z I Q (LOWER j OF Rk SPAN) I I Q SL - SKYLIGHT FRAMING DETAIL o gl NEW 1 i ( g I NEW 'xIO' P.R @16" OC BONUS ROOM INEW DOG DORMER I I CN 3 1 I ABOVE I 1 w � z ®SD HLMD I I I m 2x4 FRAMED SKYLIGHT PANEL WITH z I I N I R-30 BATT ' I INSULATION _ " �\ I I _ NEW 2 2'x12" R.R. BEAM \ NEW (2)2"x12" NEW 2"x10" LR@ 16" O.C. NEW "x10" R.R @ 16" 0,C, \ \ CW 45 — — s EQUAL EQUAL 21 -311 II _ / W I NDDW SCHEE)ULE FIRST FLOOR 2x8 C.J. 9 I�) .C. SECOND FLOOR PLAN / ROOF PLAN NAME SPECIFICATION MANUFACTERER SIZE QUANTITY TYPE EGRESS GRILL LOCATION INTERIOR FIN1514 EXTERIOR FINISH HARDWARE EXTERIOR TRIM DRIP CAP N/ R-30 BATT \ CW2A5 ANDERSEN 41-81�' X -4���� I CASEMENT ................. FULL WHITE BLACK DISTRESSED NICKEL " l DBL. FRAMING SCALE:I/�II_II-OII 2 6 32 WHITE 32 WHITE AN251 ANDERSEN 4'-82" X 2'-051" 2 TRANSOM ................. FULL WHITE BLACK DISTRESSED NICKEL 32" WHITE 32" WHITE NSULAT ONALL AROUND CW35 ANDERSEN 71-OR" X 31-41�l' 2 CASEMENT ................. FULL WHITE BLACK DISTRESSED NICKEL 32" WHITE 32" WHITE REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: � � SHEET TITLE PRELIMINARY PLANS # DATE: BY: # DATE: BY: # DATE: BY: -,. 4-6-20 AS PER OWNER M.M. I I 09.10.20 REVISED DESIGN ATK M. 4A�, �� � a �° PROJECT NAME SCAINAFIGO RESIDENCE - SKYLIGHT DETAIL 2 5-5-20 AS PER OWNER M.M. 2 2 12.29.20 REVISED STRUCTURE ATKh�" , °"� � � 150 VIGTDIRIA DR.,SOUTHOLD,NY-1f1 03 5-8-20 AS PER OWNER M.N. 3 3 02.14.22 AS BUILT FINAL DESIGN MP "`' - - II - I- II fvx��' ` • • 0 I JTER BA)" DRAFT I N& SHEET NO. SCALE�/2 I -� 4 07.16.20 REVISE DESIGN ATK 4 4 � �����d� d a DATE: ..,,.a, d AND ARCH I TF_GTURE P.G. a 5 5 5 . iB � d° SCALE: AS NOTED 6 6 6 d a o a 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 of (516) q22-5g76 (FAX) q22-6235 BY: 7 7 WEB: WWW.OYSTERBAYDRAFTIN6.COM EMAIL: ARCHITECT®OY5TERBAYDRAFTIN6.COM JOB NO: 20040 L - F:OOF NEW ASPHALT SHINGLES TO - - - - MATCH EXISTING I NEW BOARD AND BATTEN ROOF NEW SKYLIGHTS ASPHALT ROOF TO BE 12 SIDING TO BE SELECTED 12 0 i�_� - SELECTED BY OWNER BY OWNER 12 3.5 TOP OF PLATE 7 \ TOP OF PLATE SECOND FLOOR ' \ \ \ \ 12 y &4 - - 8 J SECOND FLOORLLF t _ 0-4 N ET71 L---� NEW 6"X6" ACO POST W/ SIMPSON I _ STRONGTIE Z-MAX BRACKET AT BASE - - i [T-11 -- I LT - � -fl NEW COLUMN ENCLOSURE TO BE SELECTED BY OWNER (TYPICAL OF 4)[E�] ' -� o _ - F.F.F. E:] LLj=Ll co - - - - - - - - AnFGRADE F.F.F. - - GARAGE F.F. NEW BOARD AND BATTEN LINE OF NEW FNDN. SIDING TO BE SELECTED BY OWNER - LINE OF NEW FND . I I � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - NEW STACKED STONE TO -� - - - - - - BE SELECTED BY OWNER ORLAIELEIA�Tk FRONT ELEVATION-SCHEME#1 SCALE: 1/4" = I'-0" NEW ASPHALT SHINGLES TO MATCH EXISTING PROVIDE ROOF CRICKET AS REQUIRED I i NEW ASPHALT SHINGLES TO MATCH EXISTING NEW BOARD AND BATTEN _ SIDING TO BE SELECTED BY OWNER — - I t--- o 'o GARAGE F�E. __ - - - - F. GRADE IT—] � G DE RIGHT SIDE ELEVATION -- — SCALE: 1/4" - V-0"- REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNIGIPAL.ITY AMENDMENTS: �`'' SHEET TITLE # DATE: BY: # DATE: BY: # DATE: BY: �, - ' R Q� Tai Iln PRELIMINARY PLANS 4-6-20 AS PER OWNER M.M. I I 0q.10.20 REVISED DESIGN ATK � e� M.4to 4 a hd PROJECT NAME 2 5-5-20 AS PER OWNER M.M. 2 2 12.2q.20 REVISED STRUCTURE ATK SGANAPIGO RESIDENGE 3 5-8-20 AS PER OWNER M.M. 3 3 02.14.22 AS BUILT FINAL DESIGN MP t. - d �, 750 VISTORIA DR.50UTHOLD NY-I lqT 9` _` 4 07.16.20 REVISE DESIGN ATK ? 4 ' 4 ,,,�'�� OYSTER BAY DRAFTING SHEET NO. AND ARCHITECTURE P.G. DATE: 5-13-20 Q� C 6 6 6 /to. 1�S��j �d� � � o � SCALE: AS NOTED -7 , g-* � R+ 68 NEST 516 MAIN q22-5�6T OYSTER(AX) q2 26235 Y. 11771 BY. WEB: WWW.0Y5TER5AYDRAFTIN6.G0M EMAIL: ARGHITEGT@OY5TERBAYDRAFTIN6.GOM JOB NO: 20OgO -- ROOF CONSTRUCTION - NEW STANDING SEAM METAL ROOF NEW 2"x4" C.T. @ 16" O.C. NEW 211x12" RIDGE W/ —� j - 15# ROOF FELT (UPPER OF R.R. SPAN) RIDGE VENT % - ICE AND WATER SHIELD (AS REQ.) PLYWD SHEATHING NEW 2`xl2`RIDGE W/ - v -- ----_ -- -- - - - ROOF CONSTRUCTION p �, � � � I RIDGE VE N --\., /' - 2'XIO'�OOF RAFTER @ 16" O.C. - NEW STANDING SEAM METAL ROOF PROVIDE ROOF CRICKET = - R-30 BATT INSULATION - 15# ROOF FELT AS REQUIRED NEW 2"x4" C.T. @ 16" O.C. 12 - INSULATION BAFFLES WHERE REQUIRED - ICE AND WATER SHIELD (AS REQ.) Ip Ip Ip Ip Ip Ip I� ip Ip Ip Ip Ip Ip Ip Ip Ip Ip Ip Ip p Ip p Ip / �� O.C. UPPER 3' OF R.R. SPAN) �. ��' I I I I I I I I I I EXIST R.R. @ 16 .C. ROOF CONSTRUCTION - PLYWOOD SHEATHING I I I I I I I I I I I I I I I I I I ROOF CONSTRUCTION - 2 X10 ROOF RAFTER @ 16 O.C. I I I I I I I I I I I I I I I I I I I I j-EXI5T RIDGE NEW 2"x12" RIDGE W/ —�\ - NEW STANDING SEAM METAL ROOF 2 - NEW ASPHALT SHINGLES I I I I I I I I I I I I I I 1 1 RIDGE VENT - 154 ROOF FELT - 159 ROOF FELT - R-30 BATT INSULATION I �I I I I I I " I I "j " I j I I I I ja L-, � ICE AND WATER SHIELD (AS REQ.) 3.5 '- INSULATION BAFFLES WHERE REQUIRED I , r ; > ( > JIkI� , NEW 2"x4" C.T. @ 16" O.C. \ 12 NEW R-30 BATT \ - ICE AND WATER SHIELD (AS REQ.) \ - PLYWOOD SHEATHING INSULATION - PLYWOOD SHEATHING `--NEW R-30 BATT / (UPPER � OF R.R. SPAN) l - 2"X10" ROOF RAFTER @ 16" D.C. 8 F l � �� NEW 2"x10" R.J. @ 16" O.C. W/ (2)2' --- q .,,�, yr,'r' ', ^,I, r,tx,.rY,' - ,,; - 2 X10 ROOF RAFTER @ 16 O.C. \ --- - - ---- ------�.0-�.- --__= �_X+_ t�r1�1'a__ �jh{ _ �rttii_�y -, NEW VENTED VINYL SOFFIT - THRU-BOLTS ON BOTH ENDS CONNECTING TO INSULATION - - _ - - -- ---- -- -_- --- _^ -- - - R-30 BATT INSULATION T;��+ - R-30 BATT INSULATION �� THE 2"X10" R.R. (LOWER 3 OF R.R. SPAN) - INSULATION BAFFLES WHERE REQUIREDNEW 2"x10" R.J. @ 16" O.C. W/ (2)1" �" - INSULATION BAFFLES WHERE REQUIRED EXTERIOR WALL CONSTRUCTIONS ' 2 —�� I j bpI b Ib Ih II III II II II II II II II a THRU-BOLTS ON BOTH ENDS CONNECTING TO - NEW SIDING T135 BY OWNER Id Ip NEW I"X8" FASCIA BOARD ` NEW 1'21FASCIA BOARDTHE 2X10R.R. (LOWER OF R.R. SPAN) - I" CONTINUOUS RIGID INSULATION (R-5) NEW VENTED VINYL SOFFIT ----= --- NEW VENTED VINYL SOFFIT - 15 LBS BUILDING PAPER/TYVEK II II II II II II II II II II II II II II EXTERIOR WALL CONSTRUCTION EXTERIOR WALL CONSTRUCTION2 " WOOD STUDS -NEW R-30 BATT - R-15 BATT INSULATION INSULATION `EXTERIOR WALL CONSTRUCTION _ _/�) /� _ XX ��'\ _ - NEW SIDING TBS BY OWNER NEW SIDING TBS BY OWNER - NEW SIDING TBS BY OWNER �� - I CONTINUOUS RIGID INSULATION (R-5) - I CONTINUOUS RIGID INSULATION (R- - VAPOR BARRIER ��' 5" THICK GYPSUM BOARD - I" CONTINUOUS RIGID INSULATION (R-5) - 15 LBS BUILDING PAPER/TYVEK - 15 LB5 BUILDING PAPER/TYVEK a - 15 LBS BUILDING PAPER/TYVEK EXIST R.R. @ 16" O.C. -NEW R-30 BATT - 2"X4" WOOD STUDS NEW R-30 BATT NEW R-30 BATT - INTERIOR FINISH I A CONSTRUCTION - - 2"X4" WOOD STUDS INSULATION _ R-15 BATT INSULATION = / INSULATION INSULATION \ - 2X4 WOOD STUDS - R-15 BATT INSULATION EXTERIOR WALL _ -� NEW 118' qO 2.0 F.J @ 16" D.C. - - R-15 BATT INSULATION EXTERIOR WALL CONSTRUCTION VAPOR BARRIER - VAPOR BARRIER - NEW 51DING TBS BY OWNER. (WOOD I-JOIST) - VAPOR BARRIER `'" THICK GYPSUM BOARD - 15 LBS BUILDING PAPER/TYVEK 5„ - NEW 51DING TBS BY OWNER - e - e THICK GYPSUM BOARD \ - $ THICK GYPSUM BOARD NEW 2"x10" R.J. @ 16" O.C. W/ (2)2" / - 1" CONTINUOUS RIGID INSULATION (R-5) - INTERIOR FINISH - INTERIOR FINISH - EXIST WOOD STUDS - INTERIOR FINISH NEW 118' qO 2.0 F.J @ 16" O.C. -� - EXIST INSULATION \ THRU-BOLTS ON BOTH ENDS CONNECTING TO - 15 LBS BUILDING PAPER/TYVEK EXTERIOR WALL CONSTRUCTION EXTERIOR WALL CONSTRUCTION - VAPOR BARRIER \ THE 2"X10" R.R. (LOWER OF R.R. SPAN) - RIX5 BATT ODINSULSTUDS ATIDN - 5EW 5 BUILDING BY OWNER TYVEK \ (WOOD I-JOIST) � - NEW SIDING TBS BY OWNER - e THICK GYPSUM BOARD \ - 15 LBS BUILDING PAPER/TYVEK - INTERIOR FINISH EXIST %" ANCHOR BOLTS SET @ 36" D.C. - VAPOR BARRIER - EXIST WOOD STUDS - EXIST WOOD STUDS EXIST 5/" ANCHOR BOLTS SET @ 36" O.C. (2)2X4" THICK GYPSUM BOARD - EXIST INSULATION \I W/ ACQ WOOD SILL PLATES W/ NEW 2"X811 F.J. @ 16" O.C. W/ - INTERIOR FINISH - EXIST INSULATION �� : TERMITE SHIELD � SILL SEALER - VAPOR BARRIER - VAPOR BARRIER W/ (2)2X4 ACQ WOOD SILL PLATES W/ R-30 BATT INSULATION - THICK GYPSUM BOARD - g" THICK GYPSUM BOARD TERMITE SHIELD It SILL SEALER �-NEW 5/" 0 ANCHOR BOLTS SET @ 36" D.C. - INTERIOR FINISH - INTERIOR FINISH '," 'v i W/ (2)2X4" ACO WOOD SILL PLATES W/ EXIST %" 0 ANCHOR BOLTS SET @ 36" O.C. EXIST %" 0 ANCHOR BOLTS SET @ 36" 0 EXIST F.J. @ 16" O.C.� � EXIST F.J. @ 16" O.C.� EXIST F.J. @ 16" O.C.--/ TERMITE SHIELD � SILL SEALER „ � _�% H/ (2)2X4 ACO WOOD SILL PLATES W/ W/ (2)2X4" ACO WOOD SILL PLATES H/ EXISTING FOUNDATION TO - EXISTING SLAB 70 \ \�EXISTING BEAM TO �,✓EXISTING BEAM TO TERMITE SHIELD d SILL SEALER TERMITE SHIELD 4 SILL SEALER REMAIN REMAIN REMAIN REMAIN i EXIST %" 0 ANCHOR BOLTS SET @ 36" O.C. EXISTING FOUNDATION TO - EXISTING FOUNDATION TO W/ (2)2X4" ACO WOOD SILL PLATES W/ REMAIN NEW 2" PC. SLAB W/ 6X6 WI. 6 •° � EXISTING FOUNDATION 70 EXISTING SLAB 70 —� �- EXISTING FOUNDATION TO REMAIN TERMITE SHIELD R SILL SEALER POLYETHYLENE VAPOR BARRIER. \ REMAIN REMAIN �� REMAIN (SCREEN COAT) �-- CONCRETE FOUNDATION CONSTRUCTION - 8" WIDE POURED CONCRETE FOUNDATION En - FOUNDATION TO SIT ON 16"X 8" DEEP FOOTING TO BEAR ON UNDISTURBED 501L MIN. 36" BELOW ADJACENT GRADE j - CONCRETE PARGE COAT ABOVE GRADE EXISTING SLAB 70 --� - ASPHALT WATERPROOFING BELOW GRADE REMAIN i 20aa FLUSH 5IMP50N STRONG- - CONCRETE TO BE 3000 PSI MIN. - #5 HORIZONTAL REBAR @ 12" O.C. W/ MIN 3" EMBEDMENT CORNER STUD CORNER STUD MOUNTED TIE HIGH WIND- CONNECTED TO 1% CONNECTED 70 / HANGERS FOR j RESISTANT COILED - #5 VERTICAL REBAR @ 36" O.C. W. MIN 3" EMBEDMENT STRAP C520 #20 GA. - (3)#5 REBAR CONTINUOUS IN FOOTING W/ MIN. 3 EMBEDMENT TRANSFER SNEAK TRANSFER SHEAR � JOISTS HW Ilga � �-, .NOTE - PROVIDE ROOF VENTILATION A5 PER ROO& OF THE 2015 I .R.G.. OR NU 12ga (14-SD TOTAL NAILED - e"0 ANCHOR BOLTS @ 36" O.C. 2-16d COMMON 2-16d COMMON VENTILATION OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT / NOT(WHEAVAILABLE) �� ON AN HA 15 TO LIGNED STUDS) AP NAIL AT 6" O.C. NAIL AT 6" O.C. WIRE MESH WITH " MINIMUM TO " MAXIMUM OPENINGS. TOTAL NET FREE FOR DBL JOISTS i - -s1MP50N STRONG-TIE TCH ' -- -SIMPSON STRONG-TIE HOLDOWN t TENSION VENTILATING AREA SHALL NOT BE LESS THAN I TO 150 OF THE AREA OF PLATEHHBOR �- ,\ ' �. - HOLDOWN 4 TENSION TIE NDU5-5D52.5 414 SPACE VENTILATED. WHERE EAVE OR CORNICE VENTS ARE I N5TALLED, HGLT 7ga FOR TIE (2) NDU5-5D52.5 i :' �i GA. (14-sp5y° x 2 y" ALL OTHER \ , #14 GA. (I4-SDS Y" X SCREWED TO MIN. DBL. INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF I INCH BEAMS —WHEN STUDS ARE - ; : 2 y" SCREWED TO MIN. ="I' STUD) (%" 0 ATR. ALIGNED USE � � SPACING SHALL BE PROVIDED BETWEEN THE INSULATION AND THE CONTINUOUS STRAPS �� DBL. STUD) (8" m ALL ANCHOR BOLT MIN. 5y" ROOF SHEATHING AT THE LOCATION OF THE VENT. FROM STUD TO STUD THREAD ROD FROM 2ND EMBEDMENT SET IN FLR. TO IST FLR. ACRYLIC TIE ADHESIVE) PREFORMED RIDGE VENT-\,\ WALL STUD TO BAND JOIST SCREEN SOLDERED PROVIDE INSULATION BAFFLES ®- CORNER POST BELOW) HQ- JOIST HANGER CONNECTIONS �- CORNER, END WALL, POST �- CORNER HOEDOWN TO FOUNDATION N ANY INSULATED RAFTER BAYS HOLDOWN FROM FLOOR TO 2"HOLE @ 6"O.C. SIMPSON STRONG- FLOOR JOIST FLOOR (TYP,) CLEAT @12"OC TIE HIGH WIND- / SHINGLES _ RESISTANT RIDGE RIM JOIST j\ _ SIMPSON STRONG- CCQ 16-5D51/ 4x2 y CONTRACTOR TO PROVIDE a -- =—_ STRAPPING C520 a DECKING TIE HIGH WIND FASTENERS TO BEAM #20 GA. (14-8D / ACO D.J. @ 16" O.C. STRAP CS20 COILED0 A % 14-5D51/ 4x2 y INSTALL GABLE END VENTS TOTAL NAILED ON j 2 GA. _ FASTENERS TO POST RAFTER TO RAFTER (14-8D TOTAL NAILED / ---SIMPSON STRONG TIE MECHAN I GAL SYSTEM SUITABLE / � ; BENT ACROSS TO EA. END OF STRAP "STAND-OFF" AB SERIES FOR MIN 10,500 CF ATTIC SPADE RIDGE) ONLY BEND ON STUDS TO RIM OR SECURED W/ 5/8" PC STRAP ONCE x / STUDS TO HEADER) EMBEDDED ANCHOR "J-BOLT" (MAX85) RIDGE VENT DETAIL 2 SCALE., = I'-0" / \� / -PROVIDE ONE STUD ABOVE HEADER IN HANGER Z-MAX LINE W/ ONE JACK \ 20 ANCHOR BOLT @ 16" O.C. STUD BELOW \ STAGGERED l�- I AO- RIDGE TENSION STRAPS \-(2)SILL PLATE -CONIC FOUNDATION WALL ONE STRAP PER ECK LEDGER COMECTIN DETAIL = JACK STUD FOR 3' CEILING J015T --- - -- - - TO q' HEADERS DBL. O- EXTERIOR WOOD POST CONNECTORS SCALE:1/2" = V-0° JACK MORE STUDSFORq' ASPHALT SHINGLES - OR(AS PER OWNER) \ JACK STUDS ON 15LB. FELT ON SIMPSON STRONG- ON 1/2" CDX PLYWD. ROOF RAFTER \' ON 2x10 R.R. @I6" O.C. TIE SEISMIC 4 © - HEADER UPLIFT CONNECTION HURRICANE TIE I PROP. EXT. WALL W/ " X 112 NAILED TO WD. STUDS (PROVIDE STEEL COLUMN W/ 8 X 8 X I/4 DRIP EDGE --�hh BLOCKING RAFTER/ TRUSS) INSULT. IF REQ'D.; V.I.F.) STEEL BOTTOM 4 TOP PLATE (TYP) STEEL BEAM 8" X 8" X 2" STEEL TOP PLATE WITH �U __ _ _ _ (2-8D X I Y" NAILED WELD COLUMN 70 BASE AND TOP (SEE PLAN FOR SIZE) TWO THRU BOLTS THROUGH FLANGE FASCIA / ���- X 11 TO PLATES) (5-SD (I) 2X8 ACQ LEDGER PLATES \ —ON BOTH SIDES SOFFIT VEN X I%" NAILED TO TO BE Y2 0 LAG BOLTED \ STUD) TO STUD WALL @ 16" O.C. 1/2"0 ANCHOR BOLTS GRACE; ROLLED ICE \ z ' � .� / Q(X 1 STAGGERED CONCRETE FOOTING \ �----31"� STEEL COLUMN WATER SHIELD SELF 2 _0 / 2 L 1 NEW 2X6 RR @ 16 O.C. :�° ": ° ° 2 0 THRU BOLTS CONNECTING-� ADHERED MEMBRANE - FASCIA x' TOP PLATE AND FLANGE TOP PLATES ' (3)45 REPAIRS EACH WAY TYP OF 4 ( ) EXTERIOR FINISH AS PER ' ' ,,------------- ELEVATION ON TYVEK BLDG. _ SOFFIT -- DRY WALL � NEW 2X4 CT @ 16" O.C. PAPER OR 15LB. BUILD. PAPER �, SEE PLANS OR EQUAL, ON 1/2" PLYWOOD COLUMN AND BEAM CONNECTION DETAIL E - ROOF SKIRT DETAIL - -- - - - SHEATHING ON 2x4 WD. STUDS 4 -' 0 COLUMN BASE DETAIL -- SCALE:N.T.5. @ 16 oc W/ R-15 BATT IN5ULAT. ® - ROOF RAFTER TO TOP PLATE It STUD SCALE:N,T,5, W/ VAPOR BARRIER AND 1/2" # GNB ON INTERIOR SIDE tj REVISIONS TO PRELIMINARY DRAWINGS: RE\/ISION5 TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: �} � ' o SHEET TITLE PRELIMINARY PLANS ip�S# DATE: BY: # DATE: BY: # DATE: BY: 1 4-6-20 AS PER OWNER M.M. 1 I Oq.10.20 REVISED DESIGN ATK �vx"D PA.�1f,,�, '�`� a �° FROJEGT NAME SGA'NAPIGO RESIDENCE VERHANG/ EAVES- � DETAIL 1 2 5-5-20 AS PER OWNER M.M. 2 2 12.2q.20 REVISED STRUCTURE ATK � � ^�' �t�� � � K�v -150 VISTORIA DR.,SOUTHOLD,NY-1111 L_--__ 3 3 3 02.14.22 AS BUILT FINAL DESIGN KP �':,`.�`' �,'�. �' �"- WA-I-ER SHIELD DETAIL --- ---- _ { OYSTER BAY DRAFTING SHEET NO. W 5CALE:NT5 SCALE:1/2 - 1 -� 4 07.16.20 REVISE DESIGN ATK 4 4 �'�'� �' d da AND ARCHITECTURE, P.G. DATE: 5 5 5 Q� ko 9� Fy jo''"°. ' - :.,,.'" 0 SCALE: AS NOTED ( �`{."� d �� �e'oda 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 OF OF (516) q22-5�f76 (FAX) q22-C 255 WEB: WWW.OYSTERBAYDRAFTIN6.GOM EMAIL: ARGNITEGT@OYSTERBAYDRAFTING.GOM JOB NO: 20040 - - - - - - - - - - - - - - - - - - 12 NEW METAL ROOF NEW METAL ROOF I r — — — — — — — — — — — — - - I - ISI iiI • I I '• _L NEW BOARD & BATTEN I I I I SIDING I I L__LLL!, Ll I I I I I • I ( ! I NEW 2"x8" CA. @ 16" O.C. Lo Ln NEW m1 ,NEW NEW BOARD t BATTEN - -- - SIDING NEW w I I . I I o I I I I -' :ik ill• � 47 J I I I I 7 N � I � I I I I - "NEW 4THICK POURED CONCRETE SLAB ON '• _ I I N N GRADE W/ 6X6 WIRE MESH, 6 MIL N NEW C14 i ILL1� 11 11 l� 1� I! GRADE , -, " s I I POLYETHYLENE VAPOR BARRIER. GRADE GRADE GRADE I I I I BARN I I I I NEW 2 R R @ 16 O.C. ,NEW 2"x8 R.R @ 16 O.C. x8 " Fn — LINE OF NEW FNDN. I I LINE OF NEW FNDN. I I I I Z - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • " I ' • I 8 -NEW 2"x4' CT, P16" OC BAR>`J FRONT ELEVATION, I . I I •. I SCALE: I/4" = I'-011 BARN SIDE ELEVATION - -------------- ----------------------- II I �•• I SCALE; I/4" = I'-p�' L - - - - - - - - - - - - - - - J I - - - - - - - - - - - - - - - - - 14'-0" 14'-0" 12INNNEW METAL ROOF NEW METAL ROOF-- CONCRETE FOUNDATION CONSTRUCTION ARN FLOOR PLAN EW BOARD t BATTEN - 8" WIDE POURED CONCRETE FOUNDATION PB _ SIDING - FOUNDATION TO SIT ON 16"X 3" DEEP FOOTING TO BEAR ON SCALE;I/4"=1'-0" UNDISTURBED SOIL MIN. 36" BELOW ADJACENT GRADE - CONCRETE PARGE COAT ABOVE GRADE - ASPHALT WATERPROOFING BELOW GRADE Y NEW BOARD t BATTEN - CONCRETE TO BE 3000 PSI MIN. SIDING - 45 HORIZONTAL REBAR @ 12" O.C. W/ MIN 3" EMBEDMENT j - 45 VERTICAL REBAR @ 36" O.C. W. MIN 3" EMBEDMENT - (3)#5 REBAR CONTINUOUS IN FOOTING W/ MIN. 3" EMBEDMENT - 5"0 ANCHOR BOLTS @ 36" O.C. I GRADE GRADE GRADE GRADE I o o I I m LINE OF NEW FNDN. LINE OF NEW FNDN.(:::) I I BARN FRONT ELEVATION - SCALE: I/4" = I'-°" BARN SIDE ELEVATION SCALE: 1/4" = I'-0" REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: aSD A SHEET TITLE PRELIMINARY PLANS # DATE: BY: # DATE: BY: # DATE: 1 4-6-20 AS PER OWNER M.N. I I Oq.10.20 REVISED DESIGN ATKc `' �,��� •� C"A. a a �° PROJECT NAME SGANAPIGO RESIDENCE 2 5-5-20 AS PER OWNER M.M. 2 2 12.2q.20 REVISED STRUCTURE ATN ^�` ir+ `�` � K� -f50 VIGTORI,A DR.SOUTHOLD,NY-IIg71 4 07.16.20 REVISE DESIGN ATK 4 4L�'� � ' ' OYSTER BAY DRAFTING SHEET No. 5 5 s ' ' d da AND ARGHITEGTURE, P.G. DATE: 3-IY�-2O P 6 ���' • 3' °��."'.�� �` : 68 WEST MAIN STREET OYSTER BAY, N.Y. 11-7-71 SCALE: AS NOTE® OF 171 1 (516) C122-51-76 (FAX) a22-6255 BY: WEB: WWW.OY5TERBAYDRAFTIN6.GOM EMAIL: ARGHITEGT®OYSTERBAYDRAFTIN6.GOM JOB NO: 20040 GENERAL BATH NOTE: 5MOKE ALARM�/4 FIRE I IRE515TANCE GENERAL NINDOW NOTE5: GENERAL ELECTRICAL NOTES: GENERAL PLUMBING NOTE5: FRAMING DETAIL FOR HURRICANE TIES t NAILING SCHEDULE - GAP/RE-ROUTE PLUMBING LINES AS CARBON MONOXIDE REG�UIREMENTS: - ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP - WIRING METHODS SHALL BE IN ACCORDANCE WITH E31012 WOOD FRAME CONSTRUCTION MANUAL: TABLE 31 REO'D FOR NEW FIXTURES/ FIXTURE ALARM NOTES: RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN OF THE-2010 NYS RESIDENTIAL CODE. ALLOWABLE - SHOWERS AND SHOWER/TUB COMBINATIONS NAILING SCHEDULE LOCATIONS AS 5HONN. (PER SECTIONS 8314 4 8315 OF THE - PROVIDE (1) LAYER 5/8"TH. TYPE-X STANDARDS SHEET. APPLICATIONS FOR WIRING METHODS SHALL BE IN SHALL EG2llIPPED WITH CONTROL VALVES OF ACCORDANCE WITH TABLE 2"101.4 OF THE 2010 NYS THE PRESSURE BALANCE, THE THERMOSTATIC NUMBER OF NUMBER OF 015 I.R.G) C716115 ONE (1) HR RATED ON ALL MIXING OR THE COMBINATION PRESSURE JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING - PROVIDE GFI OUTLETS) IN INTERIOR WALL5 AND CEILING OF - ALL PROPOSED WINDOWS TO BE ANDERSEN "400" SERIES, MIN 18" RESIDENTIAL CODE. GENERAL INSTALLATION AND SUPPORT LOCATIONS AS SHOWN (TO BE - SMOKE ALARMS AS SHOWN ON GARAGE FROM FIN15HED FLOOR TO TOP OF 51LL/ BOTTOM EDGE U.O.N. REOUIREMENT5 FOR WIRING METHODS SHALL BE IN BALANCE/THERMOSTATIC MIXING VALVE TYPES ROOF FRAMING VERIFIED BY OWNER). COORDINATE THESE PLANS SHALL BE INTERWIRED/ ACCORDANCE WITH TABLE E3'102.1 OF THE 2010 NYS WITH HIGH LIMIT 5TOP5 - ALL UPLIFT CONNECTORS 4 NAILING SHALL BE IN ACCORDANCE W/ RESIDENTIAL CODE - ALL POTABLE WATER OPENINGS AND OUTLETS RAFTER TO TOP PLATE TOE-NAILED SEE TABLE 3.4A SEE TABLE 3,4A PER RAFTER CEILING REGE55ED LIGHTING, WALL INTERCONNECTED BETWEEN THE - PROVIDE (1) LAYER 5/8"TH. TYPE-X CEILING JOIST TO TOP PLATE TOE-NAILED SEE TABLE 3AA SEE TABLE 3AA PER J015T MOUNTED VANITY LIGHTING 4 CEILING BASEMENT, 15T FLOOR 4 2ND FLOOR IN GWB ONE (1) HR RATED ON ALL THESE PLANS, ALL LOAD PATHS SHALL BE AT EVERY EXTERIOR WALL ATMOSPHERIC TYPE VACUUM CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 5EE TABLE 3AA SEE TABLE 3,9A EACH LAP EXHAUST VENT REOUIREMENT5 W/ SUCH A MANNER THAT THE ACTUATION CEILINGS OF FINISHED CELLAR STUD FROM FOUNDATION TO RIDGE. - EACH NEW APPLIANCE FOR KITCHEN 4 LAUNDRY AREAS SHALL BE PROTECTED CUUM MBY AIR GAP, CEILING J015T LAPS OVER PARTITIONS FACE-NAILED SEE TABLE 3AA SEE TABLE 3AA EACH LAP BREAKER, PRESSURE OWNER (ALL FIXTURES SHALL BE U.L. OF ONE ALARM WILL ACTIVATE ALL OF SHALL HAVE A DEDICATED CIRCUIT, MIN-20 AMP CAPACITY COLLAR TIE TO RAFTER FACE-NAILED SEE TABLE 3.6A SEE TABLE 3,6A PER TIE LISTED 4 SUITABLE FOR BATHROOM THE ALARMS IN THE INDIVDUAL UNIT. - PROVIDE (I) LAYER 5/8"TH. TYPE-X - ALL NEW/PROPOSED EXTERIOR WINDOWS AND GLASS DOORS (VOLTAGE A5 PER MFR'S REOUIREMENTS AS PER SECTION. TYPE VACUUM OR H05E CONNECTION BACK FLOW BLOCKING TO RAFTER TOE-NAILED 2- 8d 2- IOd EACH END LOCATIONS). THE THE ALARM SHALL BE CLEARLY GWB ONE (1) HR RATED ON ALL DESIGNED TO RESIST WIND LOADS SPECIFIED IN-2015 I.R.G. FIGURE5 ALL "SMALL APPLIANCE RECEPTACLES" IN KITCHEN PREVENTER RIM BOARD TO RAFTER END-NAILED 2- 16d 3- 16d EACH END AUDIBLE IN ALL BEDROOMS OVER INTERIOR WALLS AND CEILING OF R301.2(4)A 4 RBOI-2(4)5 AND ADJUSTED FOR HEIGHT AND EXPOSURE LOCATIONS SHALL BE WIRED TO A MINIMUM OF TWO (2) WALL FRAMING - SEPARATE SHUTOFF VALVES WILL BE PROVIDED - PROVIDE GEMENTITLJOU5 BACKGROUND NOISE LEVELS N/ ALL MECHANICAL ROOM AS PER TABLE R301.2.1.3. ALL UNITS TESTED AND APPROVED BY DEDICATED-20 AMP CIRCUITS AS PER E3801.3 OF THE-2010 TOP PLATE TO TOP PLATE FACE-NAILED 2- 16d' 2- IM, PER FOOT "WONDERBOARD TILE: BAGKERBOARD INTERVENING DOORS CLOSED. ONE INDEPENDENT LABORATORY AND HAVE LABELS POSTED FOR REVIEW RES CODE OF NYS. FOR EACH BATHROOM AND KITCHEN TOP PLATES AT INTERSECTIONS FACE-NAILED 4- 16d 5- 16d J015T - EACH 51DE OR 1/2" "GREENBOARD" GWB; CENTRALIZED ALARM HORN FOR ALL - PENETRATIONS THRU WALL5 4 IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS STUD TO STUD FACE-NAILED 2- 16d 2- 16d 24' O.0 SMOKE DETECTORS IS REClJIRED. AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH - PROVIDE ARG-FAULT CIRCUIT-INTERUPTER PROTECTION FOR ' DRAIN, WASTE AND VENT PIPING AND FITTING HEADER TO HEADER FACE NAILED 16d 16d 6 -37ALONG EDGES CONTINGENT UPON OWNER FINAL FINISH CEILINGS BETWEEN THE GARAGE AND REOUIREMENT5 OF AAMA/NWWDA 101/1/5/2 ALL NEW CIRCUITS AS PER SECTION E3803.II OF THE-2010 OM MATERIALS SHALL COMPLY WITH TABLE TABLE TOP OR BOTTPLATE TO STUD END-NAILED SEE TABLE 3.5A SEE TABLE 3,5A PER STUD REGUIREMENT5,'COOR.D. W/ OWNER. ADJACENT AREAS SHALL BE P300-2.10), TABLE P30020 .1(2) 4 TABLE P302.3 OF BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2- 16d" 2- Ibd ' PER FOOT - CARBON MONOXIDE ALARMS AS PROTECTED BY FILLING THE OPENING RES CODE OF NYS. c SHOWN ON THESE PLANS SHALL BE - ALL OPERABLE WINDOWS HAVING SILLS LE55 THAN-24" ABOVE THE THE 2015 I.R.G. ENDJO15T OR BLOCKING FACE-NAILED - ALL NEW FIN15HE5, _iURFAGE5, AROUND THE PENETRATING ITEM WITH ACCE55ORIES4 RE075 TO BE INTERWIRED/ INTERCONNECTED APPROVED MATERIAL TO RESIST THE FINISHED FLOOR AND GREATER THAN "i2" ABOVE THE FINISHED - PROVIDE MIN. ONE (1) WALL SWITCH CONTROLLED LIGHTING FLOOR FRAMING - THE ENTIRE PLUMBING SYSTEM SHALL BE COORDINATED BETWEEN CONTRACTOR BETWEEN THE BASEMENT, 15T FLOOR 4 FREE PA55AGE OF FLAMES 4 GRADE OR OTHER SURFACE BELOW ON THE BUILDING'S EXTERIOR OUTLET IN EACH HABITABLE ROOM, ALL EGRESS EXTERIOR TESTED IN ACCORDANCE WITH P2503 OF THE 2015 J015T TO SILL TOP PLATE OR GIRDER TOE-NAILED 4- 8d 4- Od PER J015T 4 OWNER. 2ND FLOOR IN SUCH A MANNER THAT PRODUCTS OF COMBUSTION A5 PER SHALL BE FITTED WITH "FALL PREVENTION DEVICES" (HAVING LOCATIONS, GARAGE DOOR LOCATION 4 AS ADDITIONALLY BRIDGING TO J015T TOE-NAILED 2- 8d 2- Od EACH END THE ACTUATION OF ONE ALARM WSECTION 8302.5 OF THE 2015 I.R.G. ILL OPENINGS THAT DO NOT ALLOW A 4" DIAMETER SPHERE TO PA55 NOTED PER SECTION E3603.0 OF THE-2010 RES CODE OF I.R.G. BLOCKING TO JOIST TOE-NAILED 2- 8d 2- IOd EACH END - ALL BATHROOM CEILING EXHAUST WILL ACTIVATE ALL OF THE ALARMS IN THROUGH THE OPENINGS WHERE THE OPENING 15 IN ITS LARGEST OPEN NYS. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3- 16d 4- 16d EACH BLOCK VENTS 4 KITCHEN RANGE HOOD TO BE THE INDIVDUAL UNIT. - FIRE-BLOCKING SHALL BE INSTALLED POSITION) THAT GOMPLY WITH A5TM F20g0 AS PER SEGTION R3L22 - ALL HEATING, VENTILATING AND AIR CONDITION LEDGER STRIP TO BEAM FACE-NAILED 3- 16d 4- 16d EACH JOIST VENTED THRU TO EXTERIOR WALL W/ 4" BETWEEN ALL STORIES 4 BETWEEN TOP OF THE 2015 I.R.G. - ELECTRICIAN SHALL CONFIRM THAT AT LEAST ONE SYSTEMS AND WORK MUST BE INSTALLED IN JOIST ON LEDGER TO BEAM TOE-NAILED 3- 8d 3- 10d PER J015T DIA. GALVANIZED D1JOTWORK (OR STORY 4 ROOF SPACE. FIRE- THERMOSTATE IS PROVIDED FOR EACH SEPARATE HEATING 4 ACCORDANCE WITH CHAPTERS 1324 OF THE 2015 BAND J015T TO J015T END-NAILED 3- 16d 4- 16d PER J015T , 5TAIRCA5E BLOCKING SHALL ALSO BE INSTALLED - ALL EXTERIOR WALL5 ARE CONSTRUCTED AS TYPE I SHEAR WALLS COOLING SYSTEM AS PER THE REOUIREMENT5 NOTED FOR I.R.G. AND PER ALL LOCAL RULES, REGIJLATION5 BAND J015T TO 51LL OR TOP PLATE TOE-NAILED 2- 16d 3- 16d PER FOOT SIZED AS OTHERWISE SPECIFIED IN COMPLIANCE WITH SECTION 1103 OF THE 2010 RES CODE OF AND SPECIFICATIONS PER THE LATEST EDITION OF ROOF SHEATHING MANUFACTURER'S SPECIFICATIONS), Rr==IREMENT5: IN CONGEALED SPACES OF STUD (I/2" PLYWD SHEATHING, W/ 8D COMMON NAILS �6"OG EDGE 412"OC THE NATIONAL FIRE CODE. ALL JOINTS SEALED/INRAPPED W/ FOIL WALLS 4 PARTITIONS, INCLUDING FIELD AS SPECIFIED IN SECTION 3.4.42. IN THE AMERICAN FOREST 4 NYS. STRUCTURAL PANELS 8d 10d SEE TABLE 310 TAPE. PROVIDE 4" DUCT HOOD W/ (PER SEC. 8311.7 OF THE-2015 I.R.G) FURRED SPACES, PARALLEL ROWS OF PAPER A550CIATION WOOD FRAME CONSTRUCTION MANUAL, DIAGONAL BOARD SHEATHING - ALL MECHANICAL SYSTEMS. EC�IJIPMENT, " � " " 5TUD5 OR STAGGERED STUDS 4 A5 THEREFORE ALL CONTINUOUS EXTERIOR WALL5 SHALL BE - CONTRACTOR TO COORDINATE ALL LIGHTING I'X 6 OR I X 8 2- 8d 2- 10d PER SUPPORT DAMPER; SECURE TO DUCT WORK W/ _ MIN. 36" CLEARANCES (INCLUDING APPLIANCES ETC MUST BE LISTED AND LABELED � " - --- - - ADDITIONALLY NOTED IN SECTION CONSIDERED 5HEARWALL5 4 ARE IN EXCESS OF THAT REOUIRED BY REQUIREMENTS WITH OWNER. PROVIDE ARTIFICIAL I X 10 OR WIDER 3- 8d 3- IOd PER SUPPORT SEALANT 4 AS PER MFR'S - LANDINGS; LANDING FACES MUST AND INSTALLED AS PER THE MANUFACTURER'S CEILING SHEATHING 8302.11 OF THE 2015 I.R.G. THE CODE. ALL REC�IJIRED SHEARWALL SEGMENTS SHALL BEA ILLUMINATION SOURCES (MIN. AVG. ILLUMINATION: 6FG) WITH SPECIFICATIONS. ADDITIONALLY BE AS WIDE ASSPECIFICATIONS, L15TING/LABEL AND THE CODE MINIMUM OF 28" WIDE FOR 8'-0" HIGH WALLS, 31" FOR g'-O" HIGH, 35" WALL SWITCHES IN ALL HALLWAYS, BATHROOMS, WALK-IN " " STAIRCASE BEING "SERVED" IF SUCH IS „ „ " PER M1505 OF THE I.R.G. GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE / 10 FIELD - CONTRACTOR TO PROVIDE NEW - DRAFT-STOPPING SHALL BE FOR 10'-0" HIGH, 4 38 FOR Il'-O" HIGH EXTERIOR WALLS AS PER THE CLOSETS, 4 CELLAR SPACES. REFER TO ELEGTRIGAL NOTES GREENBOARD/ OR CEMENT BOARD GREATER THAN 36") INSTALLED IN COMBUSTIBLE REQUIRED ASPECT RATION OF SHEARWALL SEGMENTS. SECTION ON SHEET WALL SHEATHING - THE MAXIMUM WATER CONSUMPTION FLOW RATES STRUCTURAL PANELS Sd IOd SEE TABLE 3.11 CONSTRUCTION WHERE THERE IS N-1 FOR ADDITIONAL ELECTRICAL REG2UIREMENTS AROUND BATHTUB/ SHOWER WALL AS AND C�llANTITIES FOR ALL PLUMBING FIXTURES AND FIBERBOARD PANELS - MIN. 10" TREAD DEPTH (NO USABLE SPACE BOTH ABOVE 4 BELOW - A5 PER 2015 I.R.G., SECTION R505: PER 2015 I.R.G. R301.2 FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH 7/16' bd ' - 3" EDGE / 6' FIELD DIFFERENTIAL GREATER THAN 3/8" THE CONGEALED SPACE OF THE ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS (FACING "WET - ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE TABLE FITTI1 75 THE-2015 B I.R.G. - - AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT 25/32' 8d ' - 3' EDGE / 6' FIELD - ALL PROPOSED PLUMBING WORK BETWEEN ANY TREADS) FLOOR-CEILING ASSEMBLY 50 THAT SURFACES"; IN GUARDS 4 RAILS; ADJACENT TO STAIRS/ RAMPS; GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE / 0 FIELD THE AREA OF CONGEALED SPACE ADJACENT TO THE BOTTOM STAIR LANDING; FRONT DOOR CONFORMANCE TO THE NATIONAL ELECTRICAL GODS, SHALL UPHOLD THE PROTECTION OF THE WATER SUPPLY FOR DISHWASHERS SHALL HARDBOARD 8d 8d SEE TABLE 3. THE POTABLE WATER SUPPLY AS PER - MAX. -3/4" R15ER HEIGHT (NO DOES NOT EXCEED 1,000 SF. PROVIDE SIDELIGHTS) SHALL BE PROVIDED WITH MANUFACTURER'S OR GOVERNING MUNICIPALITY AND NFPA 72. BE PROTECTED BY AN AIR AP OR INTEGRAL BACK PARTICLEBOARD PANELS 8d 8d SEE MANUFACTURER P2g02.1 THROUGH P2c102.6.1 OF THE DIFFERENTIAL GREATER THAN 3/8" DRAFT-STOPPING INTO APPROX. EOUAL INSTALLER'S LABEL, DESIGNATING THE TYPE 4 THIGKNE55 OF GLASS FLOW PREVENTER AS PER SECTION P2111.1 OF THE DIAGONAL BOARD SHEATHING 2015 I.R.G.; PROVIDE "'BACKFLOW BETWEEN ANY RISERS) AREAS AS PER SECTION R302.12 OF 4 THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH 15 - CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION, 2015 I.R.G. I'X 6' OR I'X 8' 2- 8d 2- IOd PER SUPPORT THE 2015 I.R.G. VISIBLE IN THE FINAL INSTALLATION. LABELS SHALL BE ACID ETCHED, ALL WIRING FOR NEW SWITCHES, FIXTURES, AND RE-CIRCUITING " " - -- -- PREVENTER" WITH INTERMEDIATE I X 10 OR WIDER 3- 8d 3- 10d PER SUPPORT NO VERTICAL OPENINGS IN RISERS SANDBLASTED, CERAMIC-FIRED, EMBOSSED MARK, OR SHALL BE OF NEGE55ARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING ATMOSPHERIC VENT. OF EXISTING FIXTURES AND LABELING OF CIRCUIT BREAKERS - THE DISCHARGE OF CLOTHES WASHING WALL SHEATHING (I.E. SPACES) GREATER THAN 4" - ALL WALL AND CEILING FINISHES A TYPE WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING MACHINES SHALL BE THROUGH AN AIR BREAK AS PER SECTION R308 OF THE-2015 SHALL HAVE FLAME SPREAD INDEX DESTROYED. NO AFFIDAVIT LETTERS WILL BE ACCEPTED FOR TO INDICATE CIRCUIT U5E; FURNISH NFBU CERTIFICATE AT STRUCTURAL PANELS PER P2'i 18.1 OF THE 2015 I.R.C.I.R.G., MIN 24"CLEARANCE REQUIRED - MAX. 4"oc SPACING BETWEEN NOT GREATER THAN-200 AS PER HAZARDOUS GLAZING AS PER THE 2010 RESIDENTIAL CODE OF NEW COMPLETION OF WORK. I" OR LE55 8d IOd 6' EDGE / 12' FIELD-- IN FRONT OF SHOWER OPENING BALUSTERS; MIN. 34" TO MAX. 38" HT SECTION R302.g.1 OF THE-2015 I.R.G. YORK STATE. - PROVIDE NON A55ORBANT SURFACE AT TUB GREATER THAN I' IOd 16d 6' EDGE / 6' FIELD HANDRAIL - CONTRACTOR SHALL VERIFY WITH THE OWNER, LOCATION AND SHOWER AS PER R3012 OF THE-2015 I.R.G. DIAGONAL BOARD SHEATHING PER SECTION R308 OF THE-')015 - F.P.S.C.20 (GARAGE-TO-DWELL'G ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS (MASTER BATH AND GUANTITY OF LIGHTING FIXTURES AND SWITCHES I'X 6' OR I'X 8" 2- 8d 2- IOd PER SUPPORT I.R.G., MIN 15" REOUIRED BETWEEN - MIN. 6-8" VERTICAL HEADROOM AREAS): FIRE PROOF SELF-CLOSING SHOWER; FRONT DOOR SIDELIGHTS) SHALL BE PROVIDED WITH PRI - SPACING BETWEEN BATHROOM FIXTURES TO I'X 10" OR WIDER 3- 8d 3- IOd PER SUPPORT CLEARANCE THROUGHOUT DOOR W/ MIN.20 MINUTE RATING PER OR TO PROVIDING BID ON PROJECT. I. NAILING REOUIREMENT5 ARE BASED ON WALL SHEATHING NAILED 6'OC.AT THE PANEL EDGE. IF WALL SHEATHING 15 NAILED 3'O.C.AT THE PANEL EDGE TO OBTAIN CENTER-LINE OF WATER CLOSET MANUFACTURER'S OR INSTALLER 5 LABEL, DE5IGNATING THE TYPE 4 - CONTRACTOR MUST VERIFY WITH HIS LICENSED COMPLY WITH FIGURE 830'1.1 OF THE 2015 I.R.G. HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL SECTION 302.5.1 OF THE THE 2015 I.R.G. (TOILET) AND ADJ. WALL5 OR OTHER THICKNESS OF GLASS 4 THE SAFETY GLAZING STANDARD WITH WHICH BE USED TO MAINTAIN THE LOAD PATH. ELECTRIC IF AN UPGRADE OF ELECTRICAL SERVICE I5 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. FIXTURES, 4 MIN 21 CLEARANCE REQD - DOUBLE FRAMING ALL-AROUND APPROVED ALT: SELF-CLOSING SOLID IT COMPLIES, WHICH 15 VISIBLE IN THE FINAL INSTALLATION. LABELS 3. CORRO51ON RESISTANT II GAGE ROOFING NAILS t 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. REC�iJiRED FOR THIS PROJECT PRIOR TO SUBMITTING A BID. IN FROM OF WATER CLOSET (TOILET). WOOD DOOR MIN 1-3/8" THICK) SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC-FIRED, EMBOSSED GENERAL L 1 GHTI NG NOTES: - CONTRACTOR SHALL V.I.F. ALL MARK,OR SHALL BE OF A TYPE WHICH ONCE APPLIED CANNOT BE $ ALL LOAD PATHS FROM FOUNDATION TO ROOF ARE CONTINUOUS 4 AT EVERY WALL STUD RISER/ TREAD DIMENSIONS 4 TOTAL - F.P.5.G.-45 FOR MECHANICAL ROOM REMOVED WITHOUT BEING DESTROYED. NO AFFIDAVIT LETTERS WILL - CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS, RISER QUANTITY AT START OF "LIGHT DOOR INTO DWELLING/CELLAR BE ACCEPTED FOR HAZARDOUS GLAZING A5 PER SECTION 8308 OF SUB-PANELS, ETC. FOR RELOCATION AS REC�UIRED FOR THE CONTRACTOR TO COORDINATE ALL LIGHTING 50 IFY CENTRAL A/C CONSTRUCTION" 4 PRIOR TO THE 2015 I.R.G. OFLOCATIONS F NOT SHONN ONR MUSTLPLANS,rPRIOR TOTHERCHITEGT IILLLU INAT ON SOURCES (MIN. AVG ILLLUMI NATIONAL I. - ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON FABRICATION; COORDINATE ALL COMMENCEMENT OF WORK 4 BIDDING 6FG) WITH WALL SWITCHES IN ALL HALLWAYS, DE51GN STANDARDS SHEET. NOTE5: INFORMATION/ DESIGN APPROVALS 2. - ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALL5 (1/2' PLYWD SHEATHING, W/ 8D COMMON NAILS Woc EDGE WITH OWNER BATHROOMS, WALK-IN CLOSETS, 4 CELLAR SPACES. 4 12'oc FIELD AS SPECIFIED IN SECTION 3.4.4.2. IN THE AMERICAN FOREST 4 PAPER ASSOCIATION WOOD FRAME CONSTRUCTION I. PROVIDE "WHOLE HOUSE" REFER TO "ELECTRICAL NOTES SECTION ON SHEET MANUAL, THEREFORE ALL CONTINUOUS EXTERIOR WALLS SHALL BE CONSIDERED SHEARWALLS 4 ARE IN EXCESS OF THAT MECHANICAL VENTILATION SYSTEM - BUILDER SHALL FIELD-VERIFY N-I FOR ADDITIONAL ELECTRICAL REGUIREMENT5 REQUIRED BY THE CODE, ALL REQUIRED SHEARWALL SEGMENTS SHALL BE A MINIMUM OF 28' WIDE FOR 814 HIGH WALLS, 31" LOCATIONS OF INSULATED WALLS , " " � THAT MEETS THE REOUIREMENT5 OF ABUTTING PG FOUNDATION/ STAIRCASE -ALL ELECTRICAL WORK SHALL BE CONFINED TO FOR 9-0 HIGH, 35 FOR 10-0 HIGH) 4 38" FOR ll'-O' NIGH EXTERIOR WALLS AS PER THE REQUIRED ASPECT RATION OF SHEARWALL SEGMENTS. CAPABLE OF SU SECTION M150-1.5 F5UPPLPL YING OUTDOOR THE 2015 I.R.G., ON CELLAR, FIRST 4 SECOND STORY THE SPACE AND LOCATION ALLOWED FOR IT, AND 3, - ALL UPLIFT CONNECTORS t NAILING SHALL BE IN ACCORDANCE W/ DETAILS SHOWN, ALL LOAD PATHS SHALL BE AT EVERY LEVEL IN REGARD TO FUR-OUT SHALL BE IN STRICT CONFORMANCE TO THE EXTERIOR WALL STUD FROM FOUNDATION TO RIDGE. VENTILATED AIR OF 15 CUBIC FEET REGtUIREMENT 0 CELLAR LEVEL 4 NATIONAL ELECTRICAL CODE, GOVERNING 4. - ALL NEW FIREPLACES, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED IN FIELD AS PER CHAPTER 10 OF THE RCNY5, ALL PER MINUTE (CFM) (le, L/s) PER MINIMUM 3'-0" WIDTH STAIR MUNICIPALITY AND NFPA 12. NEW FIREPLACES ARE TO BE PROVIDED W/ ASN DUMPS 4 FRESH AIR INTAKES. OCCUPANT ON THE BA515 OF TWO REOUIREMENT (SINGE CELLAR STAIR IS 5. - ALL SKYLIGHTS TO BE CONSTRUCTED W/ LAMINATED GLASS, NO RETAINING SCREEN REQUIRED, PROVIDE (3) 4 VENT HOLES OCCUPANTS FOR THE FIRST BEDROOM "CONTAINED" UNDER FIRST STORY - CONTRACTOR SHALL INSTALL, AS PER OWNERS AROUND SKYLIGHT. 4 ONE OCCUPANT FOR EACH STAIR PERIPHERY). COORDINATE DIRECTION, ALL WIRING FOR NEW SWITCHES, 6. - ALL WINDOWS 4 DOORS SHALL EITHER HAVE MANUALLY REMOVABLE STORM PANELS IN COMPLIANCE W/ A5TM E 1996 4 1886 AS MANDATED BY THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCE IN IIOMPH WIND ZONES, CONTRACTOR ADDITIONAL BEDROOM. GENERAL FINAL STAIR LOCATIONS 4 AND R ALLOW FOR ALL NEWWOIRK ALLNECESSARY REWIR NG O TO PROVIDE NECESSARY DOCUMENTATION ON COMPLIANCE TO THE BUILDING DEPARTMENT, FOR GARAGE DOORS PROVIDE CONTRACTOR TO COORDINATE POSITIONING WITH STAIR ACCORDION DOORS W/ TRACKS INLAYED FLUSH INTO CONCRETE DRIVEWAY. -OR- I/2"th PLYWOOD STRUCTURAL PANELS SHALL BE EXISTING FIXTURES AND LABELING OF CIRCUIT , CONTROL ZONE REOUIREMENT5 WITH MANUFACTURER/ STAIR BREAKERS TO INDICATE CIRCUIT U5E; FURNISH NFBU PROVIDED FOR EACH WINDOW 4 DOOR OPENING NOT EXCEEDING 81-0' (IN THE SHORTEST DIRECTION) THE PLYWOOD SHALL EXTEND OWNER. SUBCONTRACTOR PRIOR TO CERTIFICATE AT COMPLETION OF WORK. A MIN OF 6" BEYOND THE ROUGH OPENING SIZES OF THE WINDOWS IN EACH DIRECTION 4 SHALL BE LABELED W/ THE FABRICATION 4 INSTALLATION IN CORRESPONDING WINDOW LOCATION, THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCE551BLE LOCATION 4 SHALL BE 2. GENERAL CONTRACTOR SHALL FIELD. RECeEFTACLE LOCoATIO NS : - CONTRACTOR SHALL VERIFY WITH THE OWNER, ACCOMPANIED BY ENOUGH 2-1/2" 118 WOOD SCREWS TO FASTEN EACN PANEL, SCREWS TO BE A MAXIMUM OF 12'oc AROUND INSTALL ALL CENTRAL A.G. LOCATION AND QUANTITY OF LIGHTING FIXTURES PERIPHERY OF PANELS. WHEN FASTENING TO MASONRY WALLS, VIBRATION-RESISTANT ANCHORS SHALL BE U5ED(MIN 4901bs EGUIPEMENT AS PER MANUFAGTURER5 WITHDRAWAL CAPACITY), ALL OF THE AFOREMENTIONED HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE SPECIFICATIONS. GENERALFOUNDATION RECEPTACLE LOCATIONS SHALL COMPLY WITH SECTION E3g01.2 / FIGURE E3g01,2 4 AND SWITCHES PRIOR TO PROVIDING BID ON HOME OWNER TO INSTALL, AS SPECIFIED, IN THE EVENT OF NIGH WINDS. CONTRACTOR SHALL PROVIDE ^I I SECTION E3g01.4/ FIGURE E3g01.4 OF THE 2015 I.R.C. PROJECT. 7, - ALL RAILINGS 4 GUARD RAILS SHALL BE BETWEEN 36' 4 38' IN HEIGHT, ALL HANDRAILS SHALL BE IN ACCORDANCE W/ R315,2, 4 V151TNG BUILDING INSPECTOR WITH REG�U I REMENT5: I II NO OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PA55AGE OF A 4' 0 SPHERE, UNLESS IT 15 THE - FACTORY LITERATURI=/ GUT SHEETS 2'-0" 2'-6" I'-0" 2'-0" OUTLET NOT REQUIRED � I CONTRACTOR MUST VERIFY WITH HI5 LICENSED TRIANGULAR OPENING FORMED BY THE RISER TREAD 4 BOTTOM RAIL - WHERE A SPHERE 6 IN 0 MAY NOT PASS THROUGH. SPECIFIC TO INSTALLED CENTRAL -ALL SPECIFIED P.G. FOUNDATIONS - X 12" = - ELECTRICIAN IF AN UPGRADE OF ELECTRICAL O O SERVICE 15 REQUIRED FOR THIS PROJECT PRIOR A.G. EQUIPMENT AND VERIFY WHETHER COMPLY W/ 2015 I.R.G. CODE 8404.1.1 ji � ) o OUTLET WITHIN OUTLET WITHN _� _� TO SUBMITTING A BID. THE INSTALLATION MEETS THE AND R405 GFI GFI GFI GFI a 24 24 FIXED PANEL----"' POSTING NOTES: MANUFACTURER'S RECIJIREMENTS IN X / - GONTRAGTOR TO VERIFY LOCATIONS OF MASTS, I. PROVIDE SIMP50N STRONGTIE ZMAX GALV. POST STAND-OFF BASE AT REGARD TO INSTALLATION -ALL SPECIFIED P.G. FOOTING COMPLY o FLOOR METERS, SUB-PANELS, ETC. FOR RELOCATION AS CLEARANCES, STRUCTURAL W/2015 I.R.G. CODE 8403.1 RECEPTACLE REQUIRED FOR THE PROJECT. CONTRACTOR MUST ALL "POST TO FTG OR FOUNDATION" CONNECTIONS (UNLESS P05TS BEAR SUPPORT/AFFIXMENT 4 ADHERENCE - FOUNDATION WALL TO EXCEED 4" AL50 NOTIFY THE ARCHITECT OF LOCATIONS IF DOWN ON EXISTING WOOD SILL PLATE; V.I.F.) TO MANUFACTURER'S REOUIREMENT5 11-011 NOT SHOWN ON PLANS, PRIOR TO COMMENCEMENT FOR FIRE-RESISTIVE MATERIALS IF ABOVE ADJACENT FINISHED GRADE AS °PER 8404.1.6 OF THE 2015 I.R.G. OF WORK 4 BIDDING 2. POSTING FOR HEADERS ABOVE DOORS 4 WINDOWS (I.E. GARAGE REQUIRED (BY THE MANUFACTURER) IN _ _ - - - VICINITY OF THE CENTRAL A.G. o _ SINK, RANGE OR COUNTER MOUNTED o o DOOR OPENINGS) NOT SHOWN U.O.N.; PROVIDE KING/JACK STUD "POSTING" COOKING UNIT EXTENDING FROM FACE c., DOWN TO EXISTING WOOD SILL PLATE. INSTALLATION HALLS, FLOOR 4 ROOF. `\� OUTLET NOT OF COUNTER WALL - 5. VERIFY IN FIELD ALL POST, PACKED STUD $ LALLY COLUMN LOCATIONS 3. PROVIDE MIN. ONE: (I) CEILING „'I OUTLET WITHIN 24 PRIOR TO INITIATING WORK. ALERT THE ARCHITECT @ 516A22.5ci 76 OF REQUIRED RECEPTACLE ANY DISCREPANCIES AS THIS MAY AFFECT BEAM LENGTHS. REGE55ED I'XI' AIR SI'JPPLY DIFFUSER; '' X ( 1811 WHITE TRIM IN EACH FIRST 4 SECOND STORY ROOM AND HALL LOCATIONS. 4. 5TUD5 SHALL BE A MIN. OF NO. 5 GRADE, STANDARD OR STUD GRADE o - LUMBER BER A5 PER SECTION 8602 F .2 O TH R ]l - E 2015 I.R.G. 4. PROVIDE "WHOLE HOUSE" AIR `V `V � O RETURN CEILING RECE255ED VENT(5); `0 - CONTRACTOR TO COORDINATION GFI GFI GFI `V LOCATION(5) WITH ONINER. 2'-011 41-0 fl 121_OII 61_011 SHEET TITLE - 1 " 41_011 4'-0" --►I- I- 5. GENERAL CONTRACTORSHALL � �. ,�`�ta � �'0 a �� PROJECT NAME FIGURE E h ��,, .�� 5GANAF I GO RE51 DENGE COORDINATION ALL AIR SUPPLY AND o � - d ' RETURN LINES/RUNS WITH CENTRAL FIGURE E �- �... �r 750 VICTORIA DR.,50UTHOLD,NY-I Ig71 A.C. SUB-CONTRACTOR. SINK RANGE OR COUNTER MOUNTED GENERAL USE RECEPTACLE DISTRIBUTION � -1,.y :..I _ SHEET NO. < ,¢� OYSTER BAY DRAFTING G. SUB GO r I.�m QD ��-�"���'' AND ARCHITECTURETEGTIJRE, P.G. d da DATE: 3 18-20 COUNTERTOP RECEPTACLES COOKING UNIT MOUNTED IN CORNER 68 WEST MAIN STREET OYSTER BAY, N. a i , I .' dd °`°' Y. 11771 ED SCALE: AS NOTof "z p'o (51(b) g22-5876 (FAX) g22-6235 B,-: M.M. WEB: NM.0Y5TERBAYDRAFTIN6.G0M EMAIL: ARGHITEGT®OYSTERBAYDRAFTING.GOM IJOB NO: 0040 f jll TABLE R602.3(l) CONTINUED TABLE R602.3(l) REFERENCE STANDARDS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS CLIMATIC t GEOGRAPHIC DESIGN CRITERIA DESCRIPTION OF BUILDING ELEMENTS NUMBER 4 TYPE OF SPACING OF DESCRIPTION OF BUILDING ELEMENTS NUMBER 4 TYPE OF SPACING OF ALL INFORMATION 4 SPECIFICATIONS SHOWN WITMING THESE DOCUMENTS REFLECTS NORMAL BUILDING PRACTICES t REFERENCES THE FOLLOWING PUBLICATIONS - FASTENER (oo FASTENERS FASTENER (a,b,c) FASTENERS . 2020 INTERNATIONAL RESIDENTIAL CODE 2020 I,R C. SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER MEAN WIND DESIGN ( � ) GROUND FLOOD AIR FREEZING ROOF FLOOR • 2020 INTERNATIONAL ENERGY CONSERVATION CODE (2020 I.E.C,C) SNOW LOAD DESIGN FROST LINE DESIGN UNDERLAYMENT WAS INDEX ANNUAL SPEED (MPH CATEGORY WEATHERING TERMITE TEMP REQUIRED TEMP ) TOPGRAPHICAL SPECIAL WIND WIND-BOURNE I BLOCKING BETWEEN CEILING J015T OR RAFTERS TO TOP PLATE 4-8d BOX (22" X 0.113') OR TOE NAIL 25 2" PLANKS (PLANK AND BEAM - FLOOR AND ROOF) 3-16d BOX (32" X 0.1350); OR AT EACH BEARING, • 2018 A.F.P,A,/ W.F,C.M. DEPTH EFFECTS REGION DEBRIS ZONE 3-8d COMMON (21' x 0,131), OR 2-16' COMMON (31' x 0,1320) FACE NAIL • CONSTRUCTION MANUAL FOR ONE t TWO FAMILY DWELLINGS 2015ed MODERATE FEMA 3-10d BOX (3' X 0,128'); DR 26 BAND OR RIM JOIST 3-I6d COMMON 3I" X O.I62" END NAIL ' ENERGY CODE 2018 OF NEW YORK STATE FOR SUFFOLK COUNTY 30 lbs/sqf t B SEVERE 3' N O YES NFIP < 1500 45'F 125 mph YES NO IMI. C.M.N.W.L, 3-3'X0131' NAILS ( 2 ) 2 CEILING J015T TO TOP OF PLATE 4-8d BOX (21" X 0.113') OR PER JOI5T TOE NAIL 4-3' BOX (3' X 0,128 OR 3-8d COMMON (21' X 0,131); OR 4-3+ X 0.131" NAIL; OR FRAMING NOTES 3-IOd BOX ON X 0,X 0,1 OR 4-3 X 14 GA, STAPLES, + GENERAL CONTRACTOR 3-3"X BOX,131' NAILS I' CROWN WALL BRACING ADJUSTMENT FACTORS BY NOTES; 1, -A5 SPECIFIED WITHIN THESE DOCUMENTS, ALL EXTERIOR WALLS WILL BE HEADERS OVER 8'-0' IN LENGTH AS WELL AS ANY HEADERS WITH BEAMS, GIRDERS, OR 3 CEILING J015T NOT ATTACHED -f0 PARALLEL RAFTER, LAPS OVER 4-8d BOX (212' X 0.113') OR FACE NAIL 27 BUILT-UP GIRDERS AND BEAMS, 2' LUMBER LAYERS 20d COMMON (4' X O,Ig2'); OR NAIL EACH LAYER AS ROOF COVERING DEAD LOAD CONSTRUCTED AS TYPE I SHEAR WALLS A DEFINED BY THE AMERICAN FOREST AND POSTS BEARING ON THEM, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOLLOWS: 32' O.C. AT PAPER ASSOC. WOOD FRAME CONSTRUCTION MANUAL SECTION 3.4.4,2.. TO DETERMINE THE APPROPRIATE 51ZE AND STRENGTH PARTITIONS (SEE R802.3,1, RW,?,3,2, AND TABLE R802,5,1(9)) 3-I6d COMMON (3 X 0,162); OR ROOF/CEILING ROOF/CEILING 2. -ALL LOAD BEARING LUMBER SHALL BE OF DESIGN TIMBER STRESS - FB + 850, 18, -STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE. + � TDP AND BOTTOM - VERIFY ALL PITCH ANGLES PRIOR 4-3 X 0,131 NAILS WALL SUPPORTING DEAD LOAD DEAD LOAD E=1,600,000 P,5,1,, DOUGLAS FIR LARCH No, 2. Iq, -2X6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING JOISTS DO STAGGERED COMMENCEMENT OF WORK, ANY DISCREPANCY WITH 3, -ALL SHEATHING AND SUB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD, 20, -PROVIDE (3) 1'0 VENT HOLES AROUND SKYLIGHTS, 4 CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (SEE TABLE 802.5(8) FACE NAIL IOd BOX (3" X 0,128'); OR 24" O.C. FACE NAIL AT 15 PSF OR LESS 25 PSF ANGLES, CONTRACTOR MUST PROVIDE THE THICKNESSES OF EXTERIOR SHEATHING To BE 1/2' MIN AND 3/4' MIN FOR 21, -INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO SECTION 802.3.1, 802.3.2 AND TABLE 802.5(8)) 3' X 0.131' NAILS TDP AND BOTTOM ROOF ONLY 1,0 1,2 CORRECT ANGLE IN ORDER TO MATCH ELEVATIONS. SUB-FLOORING, UNLESS OTHERWISE NOTED. THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS. 5 COLLAR TIE TO RAFTER, FACE NAIL OR 14' X 20 GA, RIDGE STRAP TO 4-I0d BOX (3' X 0.128'); OR FACE NAIL EACH STAGGERED ON ROOF PLUS ONE STORY I.0 I,I VERIFY ALL FIELD CONDITIONS PRIOR TO 4. -ALL EXTERIOR NAILING, IN EXPOSED EXTERIOR WOOD, SHALL BE ALUMINUM OR 22, -BEFORE FRAMING STAIR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF RAFTER 3-I0d COMMON (3" X 0,148') OR RAFTER OPPOSITE SIDES CONSTRUCTION. GALVANIZED, 7'-00 , 5. -PROVIDE CRO55-BRIDGING OR SOLID BLOCKING @ V-O" O.C. MAXIMUM FLOORS 23. -ALL RISERS TO BE A MAXIMUM OF 8 1/4" AND ALL TREADS TO BE A MAXIMUM OF q' 4-3' X 0.313" NAILS AND: AT EACH JOIST OR " n CEILINGS, AND ROOFING. IN DEPTH WITH A NOSING BETWEEN 3/4 AND 11/4 PROJECTION, RISERS AND TREADS 6 RAFTER OR ROOF TRU55 TO PLATE 3-16d BOX (32' X 0.135); OR 2 TOE NAILS ON ONE 2-20d COMMON (4' X O.Ig2");OR RAFTER, FACE NAIL ALL CONNECTION DETAILS DESIGNED FOR WORST 6, -JOISTS SUPPORTING PARALLEL PARTITIONS, SPACED APART TO PERMIT THE PASSAGE SHALL NOT DEVIATE MORE THAN 3/8' THROUGHOUT THE ENTIRE RUN, MINIMUM WIDTH 3-10d COMMON (3" X 0.148'); OR 51DE AND I TOE NAIL 3-10d BOX (3' X 0,128'); OR ALLOWABLE DEFLECTION OF STRUCTURAL CASE SCENARIO; CONTRACTOR SHALL ALERT OF PIPING OR DUCT WORK, ARE TO BE BLOCKED AT MAXIMUM 16' INTERVALS ON OF STAIRS TO BE 36', 4-10d BOX (3' X 0.I28'); OR ON OPPOSITE SIDE OF 3-3' X 0.131' NAILS ARCHITECT IF SUBSTITUTIONS ARE INTENDED (ALL BEARING PARTITIONS AND 32' INTERVALS ON NON BEARING PARTITIONS. 24, -ALL WINDERS AND SPIRAL STAIRS TO COMPLY WITH THE NEW YORK STATE + n EACH RAFTER OR + AT EACH J015T OR MEMBERS, CHANGES MUST MEET THE 2015 WFGM MANUAL 7, -PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEW RESIDENTIAL BUILDING CODE. 4-3 X 0,131 NAILS 28 LEDGER STRIP SUPPORTING JOIST OR RAFTERS 4-I6d BOX (3� X 0,135 ); OR n TRU55 ALLOWABLE YORK STATE. 25, -ALL HANDRAILS AND GUARDRAILS SHALL BE 36 NIGH AND MUST BE PROVIDE AROUND 3-I6d COMMON (3�" X 0,162');08 RAFTER, FACE NAIL " 7 ROOF RAFTERS TO RIDGE, VALLEY OR NIP RAFTERS OR ROOF RAFTER 4-16d 3 ' X 0,135'); OR TOE NAIL " " STRUCTURAL MEMBERS DEFLECTION - ALL MICORLAM'S (ML) ARE BOISE VERSA-LAM 8, -PROVIDE DOUBLE JOISTS OR FULL WIDTH SOLID BLOCKING UNDER ALL POSTS, ALL SURFACES WHICH ARE IS OR NIGHER THAN ADJACENT SURFACES, AND FOR ALL TO MINIMUM 2" RIDGE BEAM ( In n 4-10d BOX (3 X 0.125'); OR PARTITIONS, AROUND ALL OPENINGS, SKYLIGHTS, BATHTUBS AND HEAVY APPLIANCES STEPS OF 2 RISERS OR GREATER. 3-IOd COMMON (32 X 0,162 ),OR 4-3' X 0131' NAILS RAFTERS HAVING SLOPES GREATER VI80 2,800 PSI 4 1.15 WIDTH (UNLESS NOTED OTHERWISE) OR FIXTURES. 26, -TERMITE SHIELDS AND SILL SEALER TO BE PROVIDED FOR ALL NEW FOUNDATION 4-10d BOX (3' X 0.128'); OR 2q BRIDGING TO J015T 2-I0d (3' X 0.128') EACH END TOE NAIL THAN �2 WITH NO FINISHED CEILING q, -MICROLAM BEAMS, DESIGNATED WITH AN 'ML' OR 'LVL' NOTATION, SHALL HAVE A WORK. 3-3' X 0,131" NAILS ATTACHED TO RAFTERS - CONTRACTOR TO FIELD VERIFY EXISTING MINIMUM WIDTH OF 1 3/4' PER MEMBER, WITH A MINIMUM FLEXURAL STRESS OF 28W 27, -NEW WORK SHALL TIE IN AND LAP INTO EXISTING 50 AS TO PREVENT LEAKAGE, DESCRIPTION OF NUMBER 4 TYPE OF FASTENER (a,b,c) SPACING OF FASTENERS 3-I6d BOX (3�" X 0,135"); OR END NAIL LOAD-BEARING/ STRUCTURAL CONDITIONS/ JOIST P`'1• 28, -ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. BUILDING ELEMENTS INTERIOR WALL PARTITIONS N/180 10, -DOUBLE BEAMS OF STANDARD LUMBER SHALL BE NAILED TOGETHER WITH 16D NAILS 2q, -USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS 2-I6d COMMON (3� X O,I62");OR EDGES INTERMEDIATE DIRECTIONS UPON START OF "LIGHT" WORK " � 3-I6d BOX (3' X 0,128'); 2' (INCHE5)h SUPPORTS c,e FLOOR AND PLASTERED CEILINGS L/360 (REMOVAL OF WALL FINISHES/ SUBSTRATES); ALERT @ I6 OC AROUND PERIMETER OF BEAM, PROVIDE MIN OF 2 CLEARANCE TO EDGE5, 30, -FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS, TRIPLE BEAMS TO BE NAILED TOGETHER FROM BOTH SIDES, ALL OTHER BEAMS TO BE CHIMNEYS AND ROOF VENTILATORS, FLASHING TO BE PROVIDED AT NIPS, RIDGES, 3-3' X 0.131' NAILS (INCHES) ALL OTHER STRUCTURAL MEMBERS L/240 ARCHITECT OF ANY DISCREPANCIES BETWEEN THRU BOLTED WITH THE SAME PATTERN. VALLEYS, CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF FOUNDATION WALLS. WALL WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL EXTERIOR WALLS - PLASTER OR H/360 APPROVED PLANS 4 EXIST. CONDITIONS 11. -WHERE J015T MANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED, ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8' IN EACH DIRECTION. ALL SHEATHING TO FRAMING (SEE TABLE R602,3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING STUCCO FINISH IMMEDIATELY CONTRACTOR TO PROVIDE AND UTILIZE THE PROPER SMOOTH SHANK AND/DR ANNULAR FLASHING TO BE ALUMINUM UNLESS OTHERWISE NDTED, 8 STUD TO STUD (NOT AT BRACED WALL PANELS) I6d COMMON (31' X 0.162') 24' O,C, FACE NAIL " " EXTERIOR WALLS - WIND LOADS L/240 RING NAILS AS RECOMMEND BY THE MANGER MANUFACTURER, TO INSURE THE 31, -ALL INTERIOR LEADERS ARE TO HAVE 1/2' FOAM SOUND INSULATION, APPROPRIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS. 32. -INSULATION SHALL BE FIBERGLASS BATTS -- FOIL ONE SIDE, UNLESS OTHERWISE IDd BOX (3' X 0,128'); OR 16' O.C. FACE NAIL - bd COMMON (2 X 0,113 ) NAIL (SUBFLOOR, WALL)i 6 12 WITH BRITTLE FINISHED - PROVIDE VALLEY FLASHING ALL VALLEYS; " 12. -PROVIDE A MIN OR 2 CLEARANCE AROUND FIRE PLACES FOR COMBUSTIBLE FRAMING NOTED, THICKNESS AS SHOWN ON DRAWINGS. STAPLE PADS ON FOIL OVER FRAMING. 3' X 0.131' NAILS 8d COMMON (21' X 0,131") NAIL (ROOF) EXTERIOR WALLS - WIND LOADS L/120 PROVIDE STEPPED FLASHING o ALL WALL/ SLOPE 13, -DOUBLE PLATES AND SILLS SHALL BE LAPPED AT A MIN OF I/4 OF THE TOTAL Ibd COMMON 3 X O.I62 : OR 31 " - I' 6 12 WITH FLEXIBLE FINISHES ROOF INTERSECTIONS; GOR-A-VENT FLASHING AS LENGTH OF THE WALL. NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS, LOAD TAPLES I STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS ( " ') 12' O,C, FACE NAIL 8d COMMON 21i X 0.131") NAIL " ` ( � REQ d 14. -PROVIDE CATS AT ALL EXTERIOR AND BEARING WALLS AND ALL WALLS OVER 8 FEET (AT BRACED PANELS) 3' X 0,131 NAILS 32 I ' - 14" Sd 10d COMMON (3' X 0,2 X 0,131 DEFORMED NAIL - ALL FASTENERS/ CONNECTORS USED IN 148 ) NAIL; OR 6 12 NIGH. ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 10'-0' IS LIVE LOAD DEAD LOAD Ibd COMMON (3 X 0,162') I6' O.C. FACE NAIL TO HAVE STUD BRIDGING OR OTHERWISE BE BRACED IN AN APPROVED MANNER AT 10 BUILT-UP HEADER (2' TO 2' HEADER WITH Is SPACER) 16d COMMON (3 X 0,162') 16' D.C. EACH EDGE OTHER WALL SHEATHING g CONNECTION W/ AGO NO. SHALL BE 5IMP50N INTERVALS NOT EXCEEDING 8'-0". NO WALL STUDS MAY BE LONGER THAN II'-2', ROOFS ---_ 45 LB5 PER SOFT 20 LBS PER SOFT MINIMUN UNIFORMLY DISTRIBUTED LIVE 15, -DOUBLE FULL STUDS TO BE 515TERED TO JACK STUDS AROUND OPENINGS IN UNCOVERED DECKS / BALCONIES 60 LB5 PER SOFT 20 LB5 PER 50FT FACE NAIL "ZMAX" RATED EXTERIOR WALLS AND BEARING PARTITIONS. ALL HEADERS UNDER 3'-0' TO HAVE - ---- --------------- -------- 33 " STRUCTURAL CELLULOSIC 11i GALVANIZED ROOFING NAIL IN HEAD DIAMETER OR 3 6 LOADS PSF SINGLE JACK STUDSCEILINGS _ _ Ibd BOX (3�' X 0,135') 12' O.C. EACH EDGE FIBERBOARD SHEATHING � I.. � , UNDER q FEET DOUBLE JACK STUDS q FEET AND OVER TO HAVE _ W/O ATTIC 10 LBS PER SOFT 15 LBS PER SOFT FACE NAIL I CROWN STAPLE i6 GA,, I4 LONG USE LIVE LOAD - CONTRACTOR TO COORDINATE FINAL LEADER/ TRIPLE JACK STUDS, CEILINGS WITH ATTIC_ 35 LBS PER SOFT 15 LBS PER SOFT In n 34 ' STRUCTURAL CELLULOSIC 13' GALVANIZED ROOFING NAIL ' 3 6 GUTTER REQUIREMENTS 4 LOCATIONS 16. -ALL INTERIOR DOORS TO BE 1-3/8" HOLLOW CORE LUAN VENEERED WITH APPROPRIATE II CONTINUOUS HEADER TO STUD 8-I6d BOX (2g X 0.113 ); OR TOE NAIL � 4 , � HEAD DIAMETER OR FLOORS 40 LBS PER SOFT 20 LBS PER SOFT FIBERBOARD SHEATHING 1' HARDWARE. CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCK5ET5. 4-8d COMMON (21' X 0,131'): OR I CROWN STAPLE I6 GA, I LONG UNINHABITABLE ATTIC WITHOUT STORAGE IO ( STAIRS _ 40 LB5 PER SOFT 20 LB5 PER SOFT + 4 17, -ALL HEADERS NOT SHOWN ON PLANS TO BE A MIN OF 2) 2X8 FOR SPANS UP TO 4-I0d BOX 3' X 0.128' 35 in 7 7 UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 - CONTINUOUS GUTTERS 4 LEADER SYSTEM W/ 3'-0' 2 2X10 FOR SPANS UP TO 0-0' AND 2 2X12 FOR SPANS UP TO W-0', RAILINGS 200 LAT AND VERT ( ) � GYPSUM SHEATHING d I GALVANIZED ROOFING NAIL: STAPLE GALVANIZED, SPLASH BLOCKS TO BE COORDINATED BETWEEN ( ) ' ( ) 12 TOP PLATE TO STUD Ibd COMMON (32' X 0,162') 16' O,C. FACE NAIL 11' LONG, 14' SCREWS, TYPE W OR S HABITABLE ATTICS 4 ATTICS W/ FIXED STAIRS CONTRACTOR 4 OWNER \ ` IOd BOX (3' X 0,128"); OR 12' D.C. FACE NAIL 36 �" GYPSUM SHEATHING d 13" GALVANIZED ROOFING NAIL: STAPLE GALVANIZED, 7 7 BALCONIES (EXTERIOR) 4 DECKS 4D FLI�"C�-I '..PLATE DETAIL 3' X 0,131' NAIL Ii' LONG, 14' SCREWS, TYPE W OR 5 FIRE ESCAPES 40 - PROVIDE CONTINUOUS RIDGE VENTS FOR ALL NEW 13 DOUBLE TOP PLATE SPLICE FOR 5DC'5 A-D2 WITH SEISMIC BRACED 8-I6d COMMON 3 'i X 0.162');OR FACE NAIL ON EACH ROOF RIDGES ( 2 WOOD STRUCTURAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING GUARDRAILS AND HANDRAILS 200 WALL SPACING < 25' I2-I6d BOX (3'" X 0.135'); OR SIDE OF END JOINT + 12-I0d BOX (3' X 0.1280); OR (MINIMUM 24' LAP 37 3' AND LE55 6d DEFORMED (2' X 0,120') NAIL; OR 6 12 GUARDRAILS IN-FILL COMPONENTS 50 - PROVIDE ICE 4 WATER SHIELD FROM FASCIA 4 I2-3' X 0,131' NAILS SPLICE LENGTH EACH 4 IPASSENGER VEHICLE GARAGES 50 WITHIN 2' HORIZ. DISTANCE FROM THE INTERIOR (2) BEAMS + (3) BEAMS + (4) BEAMS + (3) BEAMS + (4) BEAMS + 515TERING TO EXISTING 51DE OF END JOINT) Sd COMMON (2�n X 0.131 ) NAIL SIDE OF THE EXT. WALL; TYP. FOR ALL NEW ROOFS, STEEL PLATE STEEL PLATES STEEL PLATE (2) STEEL PLATES (2) STEEL PLATES WITH (2) PLATES DOUBLE TOP PLATE SPLICE FOR 5DC'5 D0, DI, OR D2; AND BRACED 12-I6d (31' X 0,135') 38 a - 1' Sd COMMON 2' X 0,131" NAIL; 6 12 ROOMS OTHER THAN S!EEPING ROOMS 40 ( ) OR ALL TO COMPLY WITH SECTION Rg05.12 OF THE PAD SIDE OF BEAM WALL LINE SPACING > 25' Sd DEFORMED 21" X 0,120' NAIL SLEEPING ROOMS 30 -` �'F' rh F^ ' ( 2 ) IF REQUIRED TO 2015 I.R.G. - ( ' 16' O.C. FACE NAIL n _ n n n ATTACH 5HEETROCK 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT I6d COMMON 3X 0.162 ) 3q I I IOd COMMON 3 X 0.148 ) NAIL; OR 6 12 STAIRS 40 7- 2 :i __ f '!I f _} T :� BRACED AT WALL PANELS) 4 -- J I6d BOX 3� X 0,135'); OR 12" O.C. FACE NAIL 8d DEFORMED 2' X 0.120' NAIL = - - - --- n ) ( ) - ALL LOAD PATHS FROM FOUNDATION TO ROOF 1/2'$ THRU BOLTS �x �x �x, = = zr :. - a �h 3 X 0,131 NAILS 15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (AT 3-Ibd BOX (3 ' X 0,135'); OR 3 EACH @ 16' OC, AA NAILS ARETBLE (i) FASTENING SCHEDULE OMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED, NAILS USED FOR FRAMING AND SHEATHING ARE CONTINUOUS 4 AT EVERY WALL STUD SECTIONS BRACED WALL PANEL) 2-16d COMMON (3 X 0.162");OR 2 EACH @ 16" O.C. CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 SHANK DIAMETER OF INCH (20D COMMON - FIELD GUT ENDS, NOTCHES 4 DRILL HOLES VARIOUS CONDITIONS SHOWN 4-3" X 0.131" NAILS 4 EACH @ 16' O.C. NAIL) gO.K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH AND 100 K51 FOR SHANK WOOD MEMBERS 16"oc I6"oc _ _ 16"oc 16"oc In � � � THROUGH PRESERVED-TREATED WOOD SHALL BE SEE PLANS FOR SIZES) _ 16 TOP OR BOTTOM PLATE TO STUD 4-8d BOX (2g X 0,113 ); OR TOE NAIL DIAMETERS of 0.142 INCH OR LESS TREATED IN THE FIELD IN ACCORDANCE WITH AWPA ( _ 3-I6d BOX (32" X 0.135'), DR B. STAPLES ARE I6 GAGE WIRE AND HAVE A MINIMUM 7 NCH ON DIAMETER CROWN WIDTH UI (SGTN R 311.1); SEE SECTION R51-1 OF THE 2015 4-8d COMMON (21' X 0,131'); OR C, NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. STEEL PLATE TO EQUAL-/ o 0 0 4-I0d BOX (3' x 0.128'); OR D. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY I.R.G. re PROTECTION AGAINST DECAY DEPTH OF ADJACENT BEAMS 4-3' X 0.131' NAILS E. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602,302) (SEE PLANS FOR SIZES) N - 0 0 0 F. WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF 3-16d BOX (2, X 0,1131); OR END NAIL SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER, WHERE THE ULTIMATE DESIGN WIND SPEED 15 - OWNER SHALL COORDINATE THE U5E OF A „ 3-I6d COMMON (3'29 X 0.135");OR GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON PROFESSIONAL "TERMITE BAITING SYSTEM% ELEVATION 4-10d COMMON (3" X 0,128'); OR CENTER FOR MINIMUM 48-INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; 4 INCHES ON CENTER TO FRAMING PROPERLY LABELED 4 INSTALLED/ MAINTAINED 3-3' X 0.131" NAILS G. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 13% AND SMALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD ACCORDING TO SUCH LABELING; SEE R515 OF THE NOTCHING DRILLING DETAIL FOR WOOD FRAME MEMBERS SHEATHING SHALL CONFORM TO A5TM C 208 H. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL 2015 I.R.G. re PROTECTION AGAINST 17 TOP PLATE, LAPS AT CORNERS AND INTERSECTION 3-I0d BOX (3' X 0,128'); OR FACE NAIL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY, SPACING OF FASTENERS ON SUBTERRANEAN TERMITES 2-I6d COMMON (3"X 0.162');DR ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF 3-3' X 0,131" NAILS ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED o BY OTHER PROVISIONS OF THIS CODE, FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. WHERE A ol 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN 18 IN BRACE TO EACH STUD AND PLATE 3-&1 BOX (21' X ,0113'); OR FACE NAIL RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING J015T IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON O o �NO NOTCHES OR II 2-8d COMMON (21' X 0,131'); OR ONE SIDE OF THE RAFTER AND TOE NAILS FROM L THE CEILING J015T TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE Z ,HOLES PERMITTED, < 1/3 DEPTH OF J015T 2-I0d BOX (3' X 0.128'); OR NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED E' 2 STAPLES 13U- 19 0 n 4 U- Q \- z 1 i Iq I' X 6' SHEATHING TO EACH BEARING 3-8d BOX (21' X .0113'); OR FACE NAIL MINIMUM SPECIFIED COMPRESSIVE STRENGTH \ - 2-8d COMMON (22 x 0,131'); OR TABLE 8402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE WEATHERING POTENTIAL N `< 114 DEPTH of J015T 2-I0d BOX (3" X 0,128"); OR TYPE OR LOCATION OF CONCRETE INSTRUCTION NEGLIGIBLE MODERATE SEVERE ------ 2 STAPLES, IN CROWN 16 GA, -*-- ---- -- °,✓ °/� 13' LONG BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE EXPOSED TO THE WEATHER 21500 2,500 2,500 IN MI �f11N 4 BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500 o j STUD PROVIDE A MIN OF 2' SEPARATION 41 ---< I/6 DEPTH OF JOIST 20 I' X 8' AND WIDER SHEATHING 'TO EACH BEARING 3-8d BOX 2' X .0113' ; OR FACE NAIL � w ( ) BASEMENT WALLS, FOUNDATIONS WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3,000 3,000 Z o BETWEEN HOLES 4 NOTCHES FROM NOTCHES ARE NOT PERMITTED IN 2-8d COMMON (22 X 0,131'); OR EXPOSED TO THE WEATHER w � EACH OTHER 4 FROM THE ENDS OF THE SAME LOCATION AS HOLES 2-10d BOX 3" X 0,128'), OR `+'� w I r < 1/4 DEPTH OF STUD FLOOR JOIST 2 STAPLES( I' CROWN 16 GA, PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS 2,500 3,000 3,500 0 MEMBERS o / NOTCHES ARE NOT PERMITTED IN 13 LONG LOAD BEARING PRESSURE � O w 4 CLA55 OF MATERIAL (L&5,PER so,Fr,) NOTE: ALL � COIL STRAPPING (C5) TO BE z � / THE SAME LOCATION AS MOLES WIDER THAN I' X 8' CRYSTALLINE BEDROCK 12 000 #20 GA, I rq" WIDE; MADE OF A5TM A653 " I/3 OF SPAN I/3 OF SPAN I/3 OF SPAN 4-8d BOX (22" X .0113'); OR SEDIMENTARY AND FOLIATED ROCK 4,000 GRADE 33 STEEL (GALVANIZED) OR �� ! x5/8 MIN NO NOTCHES OR 3-8d COMMON (2�' X 0,131"); OR SANDY GRAVEL AND/OR GRAVEL (GW AND GP 31000 EQUIVALENT AS PER THE 2001 WFCM FOR /,' ;��< 2/5 DEPTH OF STUD o ;HOLES PERMITTED; < 1/3 DEPTH OF JOIST 3-IDd BOX (3' X 0,128'); OR SAND SILTY SAND CLAYEY SAND SILTY 2 000 ' % ! ? 1 12 FAMILY DWELLING TABLE A-3,4B 5/8' MIN 4 STAPLES, I' CROWN 16 GA, GRAVEL AND CLAYEY GRAVEL Lu o I4" LONG SW SP SM SC GM GC z _ z -< 3/5 DEPTH OF STUD \ z i o CLAY, SANDY CLAY, SILTY CLAY, CLAYEY ,500 N `vim % / ( FOR DOUBLE STUDS ONLY FLOOR SILT SILT AND SANDY SILT / (CL, ML MH AND CH) �, �, - ' Z % ,PROVIDE A MIN OF 2' SEPARATION o 21 J015T TO SILL, TOP OF PLATE OR GIRDER 4-8d BOX (21' X ,0113'); OR TOE NAIL S / BETWEEN HOLES 4 NOTCHES FROM o 3-8d COMMON (212 X 0,131"); OR EACH OTHER 4 FROM THE ENDS OF 1 J �It� -< 1/3 DEPTH OF J015T 3-I0d BOX (3' X 0.128'); OR _ z MEMBERS 3-3' 0,131' NAILSN -PLATE PROVIDE A MIN OF 2 SEPARATION- L NOTCHES ARE NOT PERMITTED IN BETWEEN HOLES 4 NOTCHES FROM THE SAME LOCATION AS HOLES 22 RIM JOIST, BAND J015T OR BLOCKING TO SILL OR TOP PLATE (ROOF 8d BOX (2' X 0,113'); OR 4' O.C. TOE NAIL EACH A SROTS ER 4 FROM THE ENDS OF RAFTER / CEILING JOIST APPLICATIONS ALSO) 8d COMMON (21' X 0,131'); OR 6' O.C. TOE NAIL EXTERIOR t BEARING WALLS Box x 0.126'); oR 3' X 0,1311"' NAILS NOTE: THE INSTALLATION OF FOAM PLASTIC MATERIALS ON THE 3' 23 I' x 6' 5UBFLOOR OR LE55 TO EACH J015T 3-M BOX (21' x .0113'); OR FACE NAIL BUILDING EXTERIOR SHALL ADHERE TO THE "LABELING/IDENTIFICATION, a a D SHEET TITLE PRELIMINARY PLANS 2-8d COMMON (22 x 0,131'); OR SURFACE BURNING CHARACTERI5TIC5,4 THERMAL BARRIER" � " M �'' `� �' Il4 3-I0d BOX (3' X 0,128'); ORrti �K PROJECT NAME SGANAPIGO RESIDENCE 2 STAPLES I' CROWN I6 GA, REQUIREMENTS NOTED IN SECTION 8316 OF THE 2015 I.R.C.IRC ; �� 150 YIGTORIA 0R.S0UTH0LDNY-II171 I4' LONG " �' SHEET NO. OYSTER BAY DRAFTING AND ARCHITECTURE, P.G. e 24 2 SUBFLOOR TO JOIST OR GIRDER 3-I6d BOX (3 X 0.135'); OR BLIND OR FACE NAIL �a DATE: J-I�J-2O QD �,• /� �jfj;,7 �° _.,:; 68 WEST MAIN STREET OYSTER BAY, N.Y. 117-f l SCALE: AS NOTED /OF 2-6' COMMON (3g' X 0.32') II+° `Il° (516) 822-5a-76 (FAX) 822-6235 BY: M.M. " -"'� WEB: WNNKOY5TERBAYDRAFTING.GOM EMAIL: ARGHITEGT®OY5TERBAYDRAFTIN6.GOM JOB NO: 20040 ��� GENERAL CONDITIONS OF THE WORKc 5- ALL WORK LET UNDER THESE DRAWINGS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF 51TE WORK, GRADING AND LARDSCAPING I- THESE NOTES SHALL APPLY TO THE GENERAL CONTRACTOR EACH SUB-CONTRACTOR AND THE OWNER'S OWN FORCES. EACH CONTRACTOR ONE (1) YEAR FROM THE DATE OF THE ACCEPTANCE OF THE OWNER. GRANTING A CERTIFICATE OF OCCUPANCY, OR THE OWNER'S USE OF I- CONTRACTOR SHALL.*:::FROM EFFECTED AREAS OF THE SITE AND REDISTRIBUTE ALL TOPSOIL UPON COMPLETION OF THE WORK, PROVIDING SHALL STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL TRADES AND ASPECTS OF THE WORK. EACH CONTRACTOR SHALL THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK, FOR FINISHED:.GRADIN�:'A*'ND RE.SI -D.NG OF THE LAWN AS DIRECTED BY THE OWNER. COOPERATE AND COORDINATE HIS WORK WITH THE WORK OF OTHER CONTRACTORS AND TRADES. 6- THE CONTRACTOR SHALL ALSO DELIVER ALL MANUFACTURES' WARRANTIES, GUARANTEES, OPERATIONAL AND MAINTENANCE MANUALS 2- BACKFILL SHALL NO�-..*.*�E..PLACEI?'A�GAINST FOUNDATION WALLS UNTIL THE CONCRETE IS OF SUFFICIENT STRENGTH AND UNTIL THE WALLS 2- THE CONTRACTOR SHALL INSPECT THE SITE AND MAKE ALL APPROPRIATE INQUIRES TO DETERMINE CONDITIONS AND FIELD CONSTRUCTION PERTAINING TO HIS WORK. ARE PR3P.EPf..Y. BkACED*•TQI•';:AND BOTTOM BY THE HORIZONTAL FLOOR OR BY ADEQUATE TEMPORARY BRACING. CRITERIA PRIOR TO SUBMISSION OF BIDS AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING 51TE CONDITIONS THEREAFTER. THE 7- EACH CONTRACTOR SHALL ALSO DELIVER TO THE OWNER WRITTEN GUARANTEE IN FORM AND WHOSE TERMS AND EXTENT WILL BE 3-'GRbD N :ti}.UxJf.....ALL NEIN"CONSTRUCTION SHALL SLOPE AWAY FROM THE FOUNDATION WALL AND SHALL BLEND INTO EXISTING GRADES. CONTRACTOR'S AND OWNER'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THEIR ACCEPTANCE TO THE TERMS SPECIFIED ESTABLISHED IN THE AGREEMENTS BETWEEN EACH CONTRACTOR AND THE OWNER. ..::21- ALL SITE DEStGN:.:INCLUDING TOPOGRAPHY, STORM DRAINAGE SPECIAL PAVING LANDSCAPING ETC. SHALL BE PROVIDED BY OTHERS HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN THE OWNER AND THE CONTRACTOR. ARCHITECT'S SERVICES DURING CONSTRUCTION .. `: :-*-bNLES5 5P CIFIED HEREIN. 3- NOTHING ON THESE DRAWINGS S'AALL BE CONSTRUED AS MODIFYING IN ANY WAY THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR I- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL CONTRAC f j2:;:OR ABY SUB-CONTRACTORS NOP::::: ': :*:::CONTRACTOR SHALL PROVIDE FOR ALL DRIVEWAY MODIFICATIONS AS REQUIRED ALLOWING FOR ACCESS TO AND FROM THE SITE. ALL NEW OR THE CONTRACTOR AND SUB CONTRACTORS. SHALL HE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. THE OBLIGATION OF THE-CONTRACTUR':5f-IALL'•NOT EXTEND TO THIE. C-Uk_BS, CURB*f-,UTS AND PAVING MUST COMPLY WITH ALL REQUIREMENTS FOR THE GOVERNING MUNICIPALITY 4 2015 I.R.C.. 4- THE OWNER SHALL BE RESPONSIBLE FOR ANY ANOMALIES AND/OR IRREGULARITIES DISCOVERED DURING THE CONSTRUCTION PHASE OF THE LIABILITY OF THE ARCHITECT, HI5 AGENTS OR EMPLOYEES. •:• DOOR`:AND.•WIVDOW NOTES: PROJECT WHICH MAY REQUIRE ADDITIONAL MEASURES TO BE TAKEN ON THE PART OF THE CONTRACTOR, SUB-CONTRACTORS, OR THE A NI C SNA NOT BE RESPONSIBLE FOR NOR HAS CONTROL OR CHARGE.3F CONSIR4OCION ME:NS.:SEQUENCES::OR 2- THE ARCHITECT LL 7 :. :.;;. I- ALS NEW WINDOWS SHALL BE PERMA-SHIELD FINISH IN WHITE AS MANUFACTURED BY ANDERSON OR APPROVED EQUAL - FURNISHED WITH ARCHITECT. ANY AND ALL C05TS RELATED TO THE ADDITIONAL WORK SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER, INCLUDING THE PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR SHAT::SE RE5P(�I"LE FX•ADEQUATI"FT•.BRACING"`AN:[?::.. ADDITIONAL SERVICES OF ANY OUT`51DE AGENCIES, INCLUDING BUT NOT LIMITED TO SURVEYING, PILES, EXTERMINATION, BORINGS, r � •••• INSECT SCREENS GRILLS JAMB EXTENSIONS TRIM, ETC., WITH 5/8 INSULATED GLASS UNLESS OTHERWISE AGREED T0. PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE :*f5TORT1ON'-AND MISALIGNMENT.ACCORDING TC1`..%'.'.7•.::: 2_ ALL EXTEP.IOR DOORS WITHOUT GLAZING SHALL HAVE PEEP HOLES INSTALLED.. UNDERPINNING SITE DRAINAGE ADDITIONAL CONSULTATIONS SITE VISITS CERTIFICATION LETTERS AMENDMENTS, AS BUILT DRAWINGS ETC, APPLICABLE CODES. 3- THE ARCHITECT HAS NOT BEEN RETAINED ON THIS PROJECT FOR:-'BIDDING AND/OR THE MG-OTIATION AND ADMINISTkATf0N'•.OF THE 3- ALL WINDOWS DOORS WITH GLAZING 18" OR BELOW ABOVE FINISHED FLOOR (A.F.F.) SHALL BE ORDERED WITH TEMPERED GLASS. CONTRACTS FOR CONSTRUCTION OF THIS PROJECT. IF PROJECT LIES WITHIN A MILE OF THE COAST LINE, ALL WINDOWS t DOORS SHALL BE ORDERED WITH LAMINATED GLASS. EXISTING 51TE CONDITIONS 4- CONTRACTOR TO VERIFY ALL ALL OF THE ARCHITECT'S WINDOW t DOOR SPECIFICATIONS PRIOR TO ORDERING ANY WINDOW/DOORS. 4- THE ARCHITECT IS NOT RETAINED FOR SITE INSPECTION.S::ANO/OR OBSERVATION OF THE CONSTRUGFIQN. I- ALL EXISTING EQUIPMENT, UTILITIES, STRUCTURES AND OTHER ITEMS INTERFERING WITH THE INSTALLATION OF THE PROPOSED EQUIPMENT 5- NO REQUEST FROM ANY PARTY FOR INFORMATION REGARi'iftlG CkASSIFICATION AMPLIFICATION OR E�*.I:AN�ATION OF THE.-T�AWING5 OR IF THERE 4RE ANY DISCREPANCIES WITH SIZES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSULT WITH ARCHITECT PRIOR TO AND STRUCTURES SHALL BE REMOVED AND REPLACED AND SHALL BE SUBJECT TO APPROVAL OF THE OWNER. COMMENCEMENT OF ANY WORK. NOTATION, OR REQUEST FOR PERMISSION TO VARY:DR DEVIATE�f-RDl`f.THE REQUIREMENTS OF THESE DRARINiT6*:'OR„NOTATIONS, WILL BE 2- THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES, PIPING AND RELATED ITEMS ENTERTAINED BY THE ARCHITECT UNLESS *NEI. AR `SET FORTH IN` F?}TING AND ADDRESSED TO TNE;OWNR`.�`?:I�:: #E OWNER REFERS 5- CONTRACTOR SHALL CONSULT WITH OWNER PRIOR TO ORDERING ANY WINDOW AND DOOR HARDWARE FOR OWNER SPECIFICATIONS. PRIOR TO THE COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE THESE REQUESTS TO THE ARCHITECT, THE.ARP.'ITECT WILL WITH REA51ONABLE PROf�If'VE.-55 CONSIDER -TN-E`MAT-TER AND RESPOND IN ROOFING: AGREED UPON BY THE OWNER. WRITING TO THE OWNER FOR TRANSMITTAK TO T:I4lE.':•.PARTY CONCERNED. THE A -*-WECtiREPRE5. DOES:-.NO.T, NOR WILL ASSUME, I- ALL METAL FLASHING WHERE CALLED FOR ON PLANS SHALL BE COPPER OR ALUMINUM 3- ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED CORRECT, BUT SHALL BE UNDERSTOOD THAT "' A N IM 0 INSTALLATION TO MEET UNFORESEEN OR ANY RESPONSIBILITY WITH REGARD TO THE ABE :IENTIONED TYPES OF INQUIRY::::UNLE5SkE30VE PRQGEDURE IS FOLLOWED. 2- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE NECESSARY OR DESIRABLE T THE TIME F T TEMPORARY PROTECTION AND' RCICTURE5 "`' DRAINAGE SYSTEM ANY OTHER CONDITIONS. 3- ALL SKYLIGHT OPENINGS SHALL BE PROPERLY FLASHED. AND ARE SUBJECT TO REVISIONS AS PER ACTUAL I- THE CONTRACTOR SHALT:::R.RE5PbN51BLE FOR TEM..6RARY E.EOTRIC RA-T->^R. TOIL�� :FAGILITIES, FENCING, BARRICADES, SECURITY, AND 4- DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS ... :. .......:. 4- ALL WORK SHALL BEAR A WRITTEN ONE (1) YEAR GUARANTEE FROM ROOFING CONTRACTOR FROM THE DATE OF THE OWNERS FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS HEREIN SHOWN, AND ALL DISCREPANCIES ARE TO BE CLEAN UP AS AGREED. UPON••:BE��JEEN`•TI�£::�1WNER AND THE CONNK-.TOR. Up.atCOMPLETION OF WORK THE CONTRACTOR SHALL BROOM ACCEPTANCE ADDITIONAL MANUFACTURER WARRANTIES SHALL BE PROVIDED WHEN APPROPRIATE. BROUGHT TO THE ARCHITECT'S/REFRE5. ATTENTION BEFORE COMMENCING WITH THE WORK. CLEAN ALL AFFECTED"AREAS*ANb.:.*CART A-WA�'ALL DEBRIS. „ N 2- THE CONTRACTOR CONI ttC7.ALL WORK TO PRECLUDE TNE.E'.':-"TS OF:�WEATHER ON COMPLETED WORK OR WORK IN PROGRESS. 5 ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8 (MEASURED VERTICALLY) ABOVE FLAT ROOF. 5- IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS THE 6- FOR ROOFS PITCHED 3:12 AND UP, NEW ROOFING SHALL BE ASPHALT SNINGLES(UNLESS OTHERWISE NOTED OVER 15tt FELT I LAYER OF CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ARCHITECT SO AS TO ALLEVIATE SUCH CONFLICT WITHOUT BURDEN TO THE OWNER. THE CONTRACT(P::SHAj a.•ASSUME`%V.'.1.7.7. {N::RESPONSIBFLITY AND EXPENSE OF-:::E:rl..ORARY ENCLOSURES WHERE NECESSARY. DUST PARTITIONS ) UNDERLAYMENT REQUIRED WHEN ROOF PITCH 15 4:12 AND ABOVE, OTHERWISE TWO LAYERS SHALL BE USED FROM 3:12 UP TO 4:12, INSTALL SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARE.TO-AK PRD'iftf) BETWEEN WORK AREAS MO THE REST OF THE BUILDING. ARISING THERE FROM. 3- EACFt.:"C'ONTRACT�':•5HALL:SE RESPONSIBLE FDR ALL L055 OR DAMAGE ARISING FROM THE ACTION OF THE ELEMENTS SUCH AS WATER, AND LAP JOINTS AS PER 2015 I.R.C. AND MANUFACTURERS SPECIFICATIONS. PROVIDE AN ICE AND WATER SHIELD 6- THE CONTRACTOR SHALL CHECK AND VERIFY LOCATION OF ANY EXISTING OVERHEAD OR UNDERGROUND ELECTRICAL OR OTHER HAZARDOUS-:" ::*;A-T, WIND OR OTPK*P-:,WFORESEEN:.DfF.F.�tt-,TIE5. THAT MAY BE ENCOUNTERED IN PERFORMING THE WORK TO BE DONE UNDER HI5 CONTRACT. UNDERLAYMENT WITHIN 2'-O" PROJECTED HORIZONTALLY FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW FOR ALL ROOF UTILITY LINES AND TO ARRANGE FOR THEIR SAFE RELOCATION. R:::-PF.EVENT OF AN�'::-SUSPEN510N�OF W01?P .-.:F:t 1,CONTRACTOR OR SUB-CONTRACTOR SHALL PROTECT NIS WORK AND MATERIALS AGAINST OVERHANGS. ASPHALT SHINGLES TO BE ATTACHED WITH A MIN OF TWO 12GX3/4" LONG GALVANIZED ROOFING NAILS MIN TWO PER SINGLE 7- THE CONTRACTOR SHALL BE HELD TO HAVE VERIFIED DIMENSIONS AND CONDITIONS AT THE BUILDING. NO LATER CLAIMS WILL BE ""-.*%`*::-.:.. DAF1A�E•:.OR LOSS. ANY WORK OR MATERIALS THAT:, AVE BEEN DAMAGED/DESTROYED OR LOST BECAUSE OF FAILURE OF ANY CONTRACTOR OR SHINGLE AND S,'X PER STRIP SHINGLE CONSIDERED FOR LABOR EQUIPMENT OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED BECAUSE OF LACK OF INFORMATION LACK::::;::.SUB=GITRACTOR TO SO..PROTECT HIS WORK OR } TERIAL5 SHALL BE PROMPTLY REMOVED AND REPLACED BY THE CONTRACTOR. 7- FOR ROOFS PITCHED BETWEEN 1:12 AND 3:12 NEW ROOFING SHALL BE ROLLED ROOFING WITH AN ICE AND WATER SHIELD UNDERLAYMENT OF SITE INSPECTIONS OR IMPROPER' EVALUATION OF THE WORK INVOLVED. :W. THE'CfJN7RACTOR SNALt::CONDUCT ALL WORK fN'"SUCH A MANNER SO TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF WITHIN 2'-0" (PROJECTED HORIZONTALLY) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW FOR ALL ROOF OVERHANGS. .. 8- CONTRACTOR MUST VERIFY WITH HIS LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE I5 REQUIRED FOR THIS PRQ:�F�T : :DJACEIVT STRUCTURES, E :IV� . IT,. OR UTILITIES, SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR 8- FOR ROOFS BELOW 1:12 BUILT UP ROOFING SHALL BE 20 YEAR JOHNS MANVILLE ROOFING SYSTEM CONSISTING OF I LAYER OF NRGII ISO, .... PRIOR TO SUBMITTING A BID. R REPLACE SAID DAMAGES ITEf` -.T0:•:THE SATISFACTION OF THE OWNER AND AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL I LAYER OF DYNABASE SET IN MBRCAA AND I LAYER OF DYNAKAP SET IN NBRCAA. ..... : q- CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS SUB-PANELS, ETC. FOR RELOCATION AS REQUIRED FQR::: NE PfOJECT. .... "BEAR ANY'ANS::.ALL CO5T5•'.;•ASSOCIATED WITH WORK DISCONTINUATION ENGINEERING CONSULTATION MATERIALS TESTING, REPAIR AND ALL q- NEW WORK SHALL TIE IN AND LAP SO AS TO PREVENT LEAKAGE ACCORDING TO ACCEPTABLE BUILDING PRACTICES ADDRESSED IN THE CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS. % MI5C.EI ANEOU5'RELATED ITU15. 2015 I.R.C.. 7 ", , 5- VV--'ioNTRAC�'flF:;SHALL BRACE, SHORE, REINFORCE AND/OR UNDERPIN ALL STRUCTURES, INCLUDING NEIGHBORING STRUCTURES, AS 10- ALL EXTERIOR NAILING SHALL BE ALUMINUM OR GALVANIZED. :::. :. CONTRACTOR'S RESPONSIBILITIES FOR COORDINATION AND WORKMANSHIP ..: .. REQUIRED:�TOR SAFE::QPERATION. 11- FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE ....... .::::: ••• ...`.`. •• 6- THE CO}>i ff_TOR:YS TO TAKE ALL NECESSARY AND PRUDENT STEPS TO SNORE AND BRACE EXISTING STRUCTURES PRIOR TO PROVIDED AT HIPS, RIDGES, VALLEYS, CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF FOUND. WALLS. I- THE CONTRACTOR SHALL COORDINATE SCHEDULING OF SUB-CONTRACTORS AND OTHER CONTRACTS ANt :.SHALL PROVIDE I�!ET Y POSSIBLE INSTALLATIONt*flr:HEADERS FOR NEW OPENINGS. THE PROPER AND SAFE EXECUTION OF THIS WORK IS THE SOLE RESPONSIBILITY OF THE 12- INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING COOPERATIVE EFFORT TO COORDINATE COMPLETION OF ALL WORK. THE GENERAL CONTRACTOR SHALL't PLETE A COMPR6EN5IVE . SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS AND SHALL SUBMIT THE SAME TO THE OWNER%:I:f::AGCEPTABLE FORMAT-::EQ!? CONTRACTOR...' IN FLAT ROOF AREAS. REVIEW WELL IN ADVANCE OF WORK: COMMENCEMENT. 7- EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE CONSTRUCTION PROCESS AND PROTECTION THEREOF SUCH AS 13- ALL INTERIOR LEADERS ARE TO HAVE I/2" FOAM SOUND INSULATION OVER PVC PIPING. N•..'. SCAFFOLDS, STAGING, PLATFORMS, RUNWAYS, HOISTS, LADDERS, CHUTES, TEMPORARY FLOORING, GUARDS, RAILINGS, SHAFT WAY 14- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER 2- THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE INTERRUP1tONS TO NORf A:. .OW ER.::::::%'.' PROTECTIONS, ETC., FOR THE PROTECTION OF WORKMEN AND TO THE PUBLIC SHALL BE PROVIDED ERECTED AND MAINTAINED IN DRAINAGE SYSTEM. OPERATIONS. %.'. ACCORDANCE WITH THE REQUIREMENTS OF ALL NEW YORK STATE CODES, AND ALL OTHER LAWS, RULES, OR ORDINANCES OF ALL 3- EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING FITTING AND PATCHING OF NIS WORK THAT MAY BF 'REQUIPED TO-%C 1rtPLETE**"`' FINISH WORK NOTES: GOVERNMENTAL AGENCIES HAVING JURISDICTION DURING CONSTRUCTION. THE WORK OF NI5 CONTRACT. NO CONTRACTOR SHALL ENDANGER ANY WORK OF ANY OTHER CONTRACTOR BY':::F�CAVAT% CUTTING:;:::.Q I- TRIM, MOLDINGS, CASINGS, WINDOW FRAMES ETC. SHALL MATCH EXISTING UNLESS OTHERWISE NOTED ON DRAWINGS, PAINT OR STAIN AS • • • 8- THE CONTRACTOR SHALL PROVIDE ERECT MAINTAIN THOSE ITEMS REQUIRED FOR USE OBTAINING ALL NECESSARY PERMITS INSPECTIONS OTHERWISE ALTERING ANY OF ANY OTHER CONTRACTORS WORK, AND NO CONTRACTOR SHALL DO SO WITfNOUT 'PRf :WRITTEN••.CONSENT:bF PER OWNER. ' ' ' " '� " AND APPROVALS AND REMOVE THOSE ITEMS WHICH HAVE SERVED THEIR PURPOSE AND WHEN DIRECTED BY THE OWNER UNLESS OTHERWISE THE OWNER. ANY COSTS CAUSED 13Y DEFECTIVE OR ILL-TIMED WORK SHALL BE BORNE BY THE PARTY RtSPONStB::Ir::..THER"EFQR.E. * 2- CONTRACTOR SHALL PROVIDE WOOD STEPS TO GRADE(UNLESS OTHERWISE NOTED). NUMBER OF STEPS REQUIRED TO BE DETERMINED IN FIELD. 4- CONTRACTORS OR SUB-CONTRACTORS WHOSE WORK AND INSTALLATIONS REQUIRE SLEEVES,I . ..q g IN5EPTS, 13i��:T--..ANCPORS, ETC., TO STIPULATED BY THE OWNER. ALL DECK LUMBER TO BE A.C.Q.(ARSENIC FREE PRESSURE TREATED LUMBER) BE BUILT INTO THE WORK OF OTHER CONTRACTORS SHALL INSTALL OR PROVIDE THESE ITEM.:::TO TNT:-'.-'A OPRIATE C0NTRACTOR WHO WILL DEMOLITION NOTES, 3- ALL EXTERIOR WOOD FENCE AND DECKING MATERIALS TO BE WATER SEALED. ... SET THESE TO WORK IN THE LOCA--IONS ESTABLISHED BY THE CONTRACTOR WHO REQUIRES THESE ITEf B:•:.THESE ITEMS SHALL BE I- THE CONTRACTOR SHALL ASCERTAIN THAT THE AREA OF DEMOLITION HAS BEEN CLEARED OF ALL FURNITURE AND MOVABLE EQUIPMENT IN 4- CONTRACTOR SHALL SEAL AND / OR PRIME ALL DOORS IMMEDIATELY UPON INSTALLATION TO AVOID WARPING. .. PROVIDED AND THEIR LOCATIONS COORDINATED SUFFICIENTLY IN ADVANCE, 50 AS NOf-7( -'•DELAY THE FIR RE55 OF A JOB AS A WHOLE. ORDER TO ALLOW FOR DEMOLITION TO PROCEED. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY SUCH CONDITIONS 5- ALL GLAZING AND SKYLIGHTS SHALL BE IN ACCORDANCE WITH THE 2015 I.R.C. FOR IMPACT RESISTANCES. ALL SUCH ITEMS SHALL BE INCORPORATED 50 THEY WILL MEET THE CORRECT PHYSICAL ELEVATIONS OF FER5 AT EACH LEVEL. THEY PREVENTING NIS PROCEEDING WITH THE DEMOLITION. SHALL BE SECURED INTO THE FRAMEWORK FOR CONCRETE 50 AS TO MAINTAIN THP R. ..R.4PTk::L0.0ATION AND POSITION DURING THE PLACING 2- ALL ELECTRICAL HIGH OR LOW VOLTAGE CONDUITS, WIRES, INSTRUMENTS AND EQUIPMENT ADJACENT TO OR CONTAINED WITHIN 6- ALL GYPSUM BOARD WALLS AND CEILINGS SHALL BE TAPED AND SANDED WITH A MIN OF 3 COATS OF SPACKLE, PRIMED AND READY FOR OF CONCRETE AND REMOVAL OF FORMWORK. ........... PARTITIONS TO BE REMOVED BACK TO THE NEXT PANEL BOARD AND SHUTDOWN. NO CIRCUITS, WIRES OR EQUIPMENT SHALL REMAIN OPEN WALL FINISHING, AS PER OWNER. 5- THE CONTRACTORS SHALL MAKE. TIMELY SUBMISSIONS TO THE OWNER OF'.-.THE VARIOUS ITEM5:5ET FORTH SO AS TO ALLOW REASONABLE OR LIVE. 7- THE OWNER SHALL SELECT ALL COLORS FOR APPLIANCES PAINT TILE CABINETRY, EXTERIOR PAINTING, COUNTER TOPS, AND KITCHEN AND ADEQUATE TIME FOR REVIEW, POSSIBLE CORRECTION, PO5S}B(t:::RE5UBM%1S510N, ANIJ:FiOR:APPROVAL OF SUBMISSIONS WITHOUT DELAYING 3- DEMOLITION INCLUDES COMPLETE REMOVAL AND DISPOSAL OF ALL ITEMS FROM SITE, EXCEPT ITEMS DESIGNATED TO BE REMOVED AND CABINETRY. THE PROGRESS OF THE ENTIRE PROJECT OR ANY PHASE OF THE PR0JKT-:::::=:•. RETURNED TO THE OWNER FOR RE-USE. MATERIALS OR ITEMS SUCH AS DOORS AND FRAMES, GLASS AND LIGHTING FIXTURES DESIGNATED 8- CARPETING SHALL BE FURNISHED AND INSTALLED AT THE OWNERS EXPENSE UNLESS OTHERWISE AWARDED IN THE CONTRACT 6- ANY MATERIALS OR WORKMANSHIP FOUND AT THE TINE.TO BE DEFECTIVt':�NALL BE REMEDIED AT ONCE, REGARDLESS OF PREVIOUS ON DRAWINGS TO REMAIN THE PROPERTY OF THE OWNER SHALL BE REMOVED WITH CARE AND STORED IN A LOCATION ON THE SITE TO BE q- CONTRACTOR SHALL PATCH.;AND MATCH ALL FINISHES AFFECTED BY THE NEW CONSTRUCTION FOR BOTH THE INTERIOR AND EXTERIOR. INSPECTION. THE INSPECTION OF THE WORK IS INTENDED`'�C�::AID THE CONTR>LT:OR'IN APPLYING LABOR AND MATERIALS TO AND IN DESIGNATED BY THE OWNER. 10- UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL BROOM CLEAN ALL AFFECTED AREAS AND CART AWAY ALL DEBRIS. ACCORDANCE WITH THE SPECIFICATIONS, BUT SUCH.::i'N5PECTION:::SNALL NOT OPERATE TO RELEASE THE CONTRACTOR FROM ANY OF NIS 4- CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL WORK, INCLUDING PERMITS FOR TRANSPORTING AND DISPOSAL OF DEBRIS AND II- WATERPROOF ALL BATWOOM FLOOR.-.-AND PROVIDE COVE BASE AS PER 2015 I.R.C.. CONTRACTUAL OBLIGATIONS. OTHERS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION INCLUDING ANY HAZARDOUS MATERIALS THAT MAY BE DISCOVERED. 12- ALL STAIR C0X5TRUC��ON TO COI' .-L-Y WITH 2015 I.R.C.. :. :.% 7- ALL NEW MATERIALS AND INSTALLATIONS SNALL��:BI ::lel ACCOf2FANCE WITH MFG. LATEST PRINTED SPECIFICATIONS AND WITH ALL 5- CONTRACTOR IS REQUIRED TO NOTIFY OWNERS OF ANY AND ALL REQUIRED UTILITY SHUTDOWNS WITHIN THREE DAYS PRIOR TO TIME 13- GLASS ENCI_d f ES A-'W:*"*D. SHOWEI- 'AND TUBS SHALL BE IN COMPLIANCE WITH THE 2015 I.R.C.. GOVERNING CODE REQUIREMENTS. REQUIRED TO BE SHUTDOWN. . 8- ALL MATERIALS SHALL BE NEW, AS CALLED FOR IN "TRK-:-DRAWINGS, AND THE BEST OF THEIR RESPECTIVE KINDS. THE CONTRACTOR 6- THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS SUCH AS GUARDRAILS BARRICADES, COVERING, ETC. TO MASONRIl::NQT��:::.::;.,.,.,• ....... WITHOUT WRITTEN APPROVAL OF THE ARCHITECT SHALL MAKE NO SUBSTITUTIONS. FOR PORTIONS OF THE WORK NOT SHOWN IN DETAIL BUT PROTECT THE WORKMAN AND PUBLIC FROM ANY FORM OF BODILY INJURY. 1;:PROVIDE•:.WEEPNfiLES.�-..2'-0" O.C. ... .. .. AN FINISHES 0' EMAIN. UPON 0 I L:ANIZ D WA-LL IES 0 ANCHOR IC WHICH ARE SHOWN GENERALLY, OR FOR REASONABLE INFERABLE A5 BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION THE 7 PROVIDE AND MAINTAIN NECESSARY COVERINGS AND BOARDING TO PROTECT EXISTING WORK D F .... E . R ::•.....,:::{?R V DE GA E L T T R BR K. MATERIAL, METHODS, AND WORKMANSHIP SHALL CONFORM, AS A MINIMUM, TO THE TYPICAL OR REPRESENTATIVE DETAIL THROUGHOUT THE COMPLETION, REMOVE ALL PROTECTION AND CLEAN DOWN ALL SURFACES AND LEAVE ALL CON5TRUGTfQX::iN. A CLEAN, ORDERLY CONDITION..:. `3::::[IJ:ROWALL 'R.EINFORCED @ 16" O.C. VERTICALLY. .... CORRESPONDING PARTS OF THE BUILDING. DUST SHALL BE KEPT AT A MINIMUM WITH PROTECTIVE COVERING REQUIRED OVER EXISTING FINISHES (CARPET, -_ETC-) TO BE PROVIDED. :_:;.. 4.'fl-RANSION JOI lT5 @ 30'-0" O.C. VERTICALLY (MAX.) AND AT INTERSECTIONS. q- NO MATERIALS OF ANY KIND SHALL BE USED UPON THE WORK UNTIL IT HAS BEEN INSPECTED AND ACCEPTED BY THE OWNER. ALL 8- THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE CAUSED BY IMPROPER•'PROT.ECTION *At t:::SHALL MAKE ALL REP.!Rf s. . MATERIALS REJECTED SHALL BE IMMEDIATELY REMOVED FROM THE WORK AND NOT AGAIN OFFERED FOR INSPECTION. WITHOUT COST TO THE OWNER. ELECff'IVAI,:NOTES: 10- A WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND ALL MECHANICS SHALL BE SKILLED IN THEIR TRADE. q- ALL REMOVALS SHALL BE NEATLY AND SAFELY DONE CAUSING NO DAMAGE TO WORK:TD REMAIN`V..':1 EBRIS AND RUBBISH:SHAPL NOT f3B:::: I. ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE AND LOCATION ALLOWED FOR IT AND SHALL BE IN STRICT CONFORMANCE TO THE 11- ITEMS SHOWN ON PLANS BUT NOT SPECIFICALLY STAT-D IN THE SPECIFICATIONS ANp/OR VICE VERSA SHALL BE CONSIDERED TO BE ALLOWED TO ACCUMULATE AND SHALL BE PROMPTLY DISPOSED OF LEGALLY. .. NATIONAL ELECTRICAL CODE, GOVERNING MUNICIPALITY AND NFPA 72. INCLUDED IN THE CONTRACT. 10- MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN KEEP IN SERVICE AND PROTECT AWNST DAMPAE DURING:E- #1gLITICIN OPERATIONS::7.:::: ::-: . PROVIDE SEPARATE CIRCUITS FOR ALL APPLIANCES, AMPERAGES BASED ON MANUFACTURES SPECIFICATIONS. 3. CONTRACTOR IS TO VERIFY WITH THE OWNER, IF THE OWNER WILL BE PURCHASING APPLIANCES AND PAVING THEM INSTALLED BY OTHERS PRIOR TO EXCAVATIONS AND SUBSURFACE 501L CONDITIONS SUBMITTING A BID ON THE PROJECT. :::. .......... CODE COMPLIANCE 4, CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION, ANY AND ALL INTERCOM, ALARM, THERMOSTAT, TELEPHONE AND/OR TV ANTENNA WIRING I- ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BUILD IN COMPLIANCE WITH ANY AND ALL APPLICABLE 2015 I.R.C. I- CONTRACTOR SHALL STRIP ALL TOPSOIL FROM EFFECTED AREAS OF THE 51TE AND SAVE FOR REDISTRIBUTION. THE CONT-R;ACTOR SHALL IN WALLS PRIOR TO SNEETROCKING. ALL WIRING SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED CODES AS WELL AS THE REQUIREMENTS OF LOCAL AGENCIES. THESE RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MATERIALS THEN REMOVE ALL EXCESS EARTH FROM THE SITE. AND INCLUDE THE FOLLOWING: N HAS S 0 CONSTRUCTION, FILING PROCEDURES AND 2- PRIOR TO EXCAVATION THE CONTRACTOR SHALL VERIFY TNE`k{)C : {iS OF ALL BELOW GRADE UTILITI ::{iAT.I R AND SEWAGE LINES, EQUIPMENT, APPLICATIONS / INSTALLATIONS, THE PROPER SEQUENCE OF TRADES A p P E F T A) ALL WIRING FOR NEW SWITCHES, OUTLETS, FIXTURES, RE-CIRCUITING NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING OF EXISTING GENERAL ACCEPTABLE BUILDING PRACTICES OUTLINED BY THESE CODES. THESE REQUIREMENTS SHALL PERTAIN TO THE PROPERTY DRYWELLS SEPTIC SYSTEMS AND ANY OTHER FACILI FSTS.. FIXTURES AND LABELING OF CIRCUIT BREAKERS TO INDICATE CIRCUIT USE. - ( ) O H 0 OM0 ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPERTIES THAT MAY BE AFFECTED BY ITS ALTERATION. BE IT KNOWN THAT ALL 3 ALL EXISTING FILL, ROOTS AND OTHER UNSUITABLE BEARING MATERIAL.': BE REMOVED AND FOOTING5;CARREDT T E B TT F B) FURNISH NFBU CERTIFICATE AT COMPLETION OF WORK. NOTES AND SPECIFICATIONS SHOWN HEREIN WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES, ARE RECOMMENDATIONS OF THIS OFFICE SUCH EXCAVATION. 5. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE N GOVERNING AGENCIES AND REPRESENTATIVES THEREOF ANY DISCREPANCIES WHICH MAY ARISE 4- ALL FOOTINGS SHALL BEAR ON VIRGIN SDt NAViNZ A MINIMUM BEARING CAPACIT.... TWO (.2).;TON5 PER:SQUARE FOOT. CONTRACTOR TO BEDROOMS, AND ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND ATTACHED GARAGES, BUT NOT INCLUDING CRAWL SPACES AND ARE SUBJECT TO CHANGE AS PER ANY G VE G , N 0 N ARCHITECT'S/REPRES./REPRES. ATTENTION BEFORE VERIFY ASSUMED SOIL-BEARING CAPACITY AND.5HALL%Ar* ME FULL RESPONSIBILITY`.MR:..SAME': ::r✓flNTRACTOR TO NOTIFY THE ARCHITECT AND UNIHABITABLE ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL WILL ACTIVATE BETWEEN THESE DRAWINGS AND SAID REQUIREMENTS SHALL BE BROUGHT T THE OF ANY SOIL VARIATION OR CONDIT.I..:ADVER5ELY AFFE� :If3C,:ASSUMED.BEA.P}AlG„CAPA'I:'f,Y::..PRIO( :1t.-THE POURING OF ANY FOOTINGS. ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL THE COMMENCEMENT OF WORK IN QUEPLY WITH 5- IN THE EVENT THAT THE..CQjJTRACTOR DISCOVERS CLQT:'SILT OR-•OTHER'5pk}�:::•.THE'GONT•RACTOR SHALL COORDINATE A TEST BORING IN INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL SMOKE DETECTORS I5 PROHIBITED. CARBON MONOXIDE ALARMS SHALL BE 2- EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE FIRE CODE OF NEW YORK STATE NEW YORK STATE ENERGY •••••• .....i... INSTALLED IN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA AND ON ANY STORY HAVING FUEL-FIRED OR SOLID-FUEL "APPLIANCES CONSERVATION CODE FEDERAL O.S.H.A. AND ALL OF THE LOCAL GOVERNMENT AGENCIES HAVING JURISDICTION INSOFAR AS APPLICABLE ACCORDANCE WITH THE OWNER"+:;:CflNTRACTQ> :AGREEMENT TO VERIFf::Tf{E PRE5Uf it D MINIIP1 BEARING CAPACITY. 0 HIS PORTION OF THE WORK. r 6- ALL EXTERIOR FO0TI%5.SHALL::::'R..A M N........OF 3'-0" BELOW GRAG?E:::IJNLE55'N� TED OTHERWISE IN PLANS. AND EQUIPMENT" FIREPLACES OR ATTACHED GARAGES. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE T R ACTUATION 0- ONE ALARM WILL WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL 3- NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM AN EXECUTION OF ALL WORK IN ::•: CONCRETE 4 F0&TION NOTES; • :. ..' BEDROOMS OVER BACKGROUND N015E LEVELS WITH ALL INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL CARBON MONOXIDE ACCORDANCE WITH ALL STATE AND LOCAL CODES. I- PERFORU.REQUIR:F:p:::ALTERAT}ON5 T©"EXISTING:CONCRETE. NEW WORK MT'.AtLED ADJACENT TO AND CONNECTING WITH PRESENT WORK DETECTORS IS PROHIBITED. PERMITS, INSPECTIONS AND APPROVALS SHALL f f'T:ON::::EX15f'rNG: .'%.JOINT5:::8ETWEEN NEW ANMEXISTING WORK SHALL BE TROWELED SMOOTH AND EVEN. PROVIDE EXPANSION JOINTS 6. CONTRACTOR SHALL VERIFY WITH THE OWNER LOCATION AND QUANTITY OF LIGHTING FIXTURES SWITCHES OUTLETS ETC. PRIOR TO PROVIDING BID AS: .QUIREf ::': ON PROJECT. I- UNLESS OTHERWISE AGREED UPON BETWEEN THE ARCHITECT AND THE OWNER, THE OWNER SHALL PAY FOR AND THE CONTRACTOR. SHALL 7. PROVIDE A MINIMUM OF ONE OUTLET IN A HALLWAY THAT EXCEEDS q'-O" IN LENGTH. MUNICIPALITY PRIOR TO STARTING ANY WORK. 2-�F:fTtNG5:'.'AT DIFFERENT.**tEVEL5 5HAL't'- :E::S:TI RPED SO THAT THE CLEAR DISTANCE BETWEEN ADJACENT BOTTOM EDGES SHALL NOT OBTAIN A BUILDING PERMIT FROM -THE VILLAGE, TOWNSHI OR GOVERNING P 8. PROVIDE ONE OUTLET IN EACH ROOM A MINIMUM OF 0-0" FROM THE ENTRANCE TO THAT ROOM. APPROVALS, PERMITS CERTIFICATES OF OCCUPANCY INSPECTION APPROVALS ETC. FOR.-.::`:-:.-- EXCEE!::A::;SLOPE OF ONE VERTICAL TO TWO HOR-1-t6 AL OR DEPENDENT UPON LOCAL GOVERNING CODES, WHICHEVER IS PREVALENT. 2- THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PPR q. PROVIDE A MINIMUM OF ONE G.F.C.I. OUTLET WITHIN 3-0 OF ANY SINK AND A MINIMUM OF ONE IN EVERY BATHROOM UNLESS OTHERWISE SPECIFIED. WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. : ......:. ......... NIDATIONS SHALL BE POURED CONTIN...... . IF POUR IS INTERRUPTED A VERTICAL KEY SHALL BE PROVIDED. 10, CONTRACTOR. MUST VERIFY WITH NI5 LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE 15 REQUIRED FOR THI5 PROJECT PRIOR TO 3- THE CONTRACTOR SHALL HAVE A COMPETENT REPRESENTATIVE OR FOREMAN PRESENT, WHO SHALL FOLLOW WITHOUT DELAY ALL `:HPRIZONTA-G:'JDINT5 ARE NOT. E.%R .. A'`:;;:CONTRACTOR SHALL VERIF:T-*. fINEN5IONS AND LOCATIONS OF SLOTS PIPE SLEEVES INSERTS ANCHOR BOLTS ELECTRIC CONDUITS ETC. SUBMITTING A BID. INSTRUCTIONS OF THE OWNER OR H'I5/HER ASSISTANTS IN THE PROSECUTION AND COMPLETION OF THE WORK IN CONFORMITY WITH THI5 II. CONTRACTOR TO VERIFY LOCATIONS OF MASTS METERS SUB-PANELS ETC. FOR RELOCATION AS REQUIRED FOR THE PROJECT, CONTRACTOR MUST A 0 •:.SAGIN CONC E. CONTRACT, AND SHALL HAVE FULL AUTHORITY TO SUPPLY LABOR AND MATERIALS IMMEDIATELY. THE CONTRACTOR SHALL•ik 50 HAVE'-A::::'.: AS"[?fQUIRED FOR TRADES BE F PE.f?. .:. ...,G RET AL50 NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS, PRIOR TO COMMENCEMENT OF WORK $ BIDDING. COMPETENT REPRESENTATIVE AVAILABLE TO RECEIVE TELEPHONE MESSAGES AND PROVIDE A REASONABLE REPLY AS:BOON A�%'FO551BLE;.`.:::.:;.:•:..5- �i CONCRETI:.:B.... FOUND.. .. WAi E; HALL BE ACCEPTED IN LIEU OF POURED CONCRETE WHERE PERMITTED BY LOCAL CODES. . `.:: ::%'.' `'`6= FOR CRAWL 5 ACES BASEMENTS AMb CELLARS ANCHOR BOLTS SHALL BE 5/8" DIA. WITH MINIMUM EMBEDDMENT OF IS" FOR MASONRY BUT NOT LATER THAN 24 HOURS. ••::::•::• „ FIREPLACE NOTES: 0 SHALL AT AlTIMES PROVIDE CONSTANT AND EASY ACCESS AND SAFE PROPER FACILfTI.E5•.FOR'�'.-fNSPECTf 1:.:: WALLS AN :7.. FOR:.PON:R:.% COI...... WALLS. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL, MAX. ONE FOOT FROM CORNERS AND 4 THE CONTRACTOR ......... :....:.:. „ I. FIREPLACE CONSTRUCTION SHALL COMPLY WITH SECTION 78I3.5D OF N.Y. STATE ECCC, WITH A MAXIMUM OF 20 CFM AIR INFILTRATION LOSSES WITH DAMPER IN 6" FROM EQ:§ONDITlft-' AND:SPACED THEREAFTER A MAX. 48 O.C. FOR SINGLE STORY STRUCTURES AND 3-0 O.C. FOR TWO STORY OF ALL PARTS OF THE WORK. .. r:: CLOSED POSITION 5- THE CONTRACTOR SHALL P05T THE PERMIT ON THE JOB SITE AS PER BUILDING CODE REQUIREMENT-,51.*.AN CONSPICUOUS''P-LACE. STRUCTURES i�N4�:.0" 0. FOR THREE STORY STRUCTURES. NOTE THAT TWO STORY STRUCTURES WITH ROOF SLOPES EQUAL TO OR 2. FIREPLACE UNIT SHALL BE PROVIDED WITH 150 CFM OUTSIDE AIR INTAKE DUCT (DAMPERED). GREATER THAN "7=.t :SNALL BE CONSIDERED THREE STORIES. 3 FIREPLACE TO BE "SUPERIOR" MODEL WITH OPTIONAL GLASS DOOR ASSEMBLY AND OUTSIDE COMBUSTION KIT INCLUDED. 7- FOR SLABS ON-%GRADE AND LOCATIONS WHERE THE EXTERIOR WALL PLATE BEARS DIRECTLY ON THE FOUNDATION WALL ANCHOR BOLTS A. FIREPLACE SHALL BE INSTALLED AS PER MANUFACTURERS WRITTEN SPECIFICATIONS. PAYMENTS TO THE CONTRACTOR SHALL BE 5/8" DIA. WITH MINIMUM EMBEDMENT OF IS". THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL, MAX. ONE FOOT FROM 5. PROVIDE METAL WALL SHIELDS ON BOTH SIDES OF FIREPLACE OPENING (SUPERIOR W540 OR EQUAL). 5- BEFORE ANY PAYMENT WILL BE MADE BY THE OWNER THE CONTRACTOR SHALL DELIVER TO THE OWNER ANY::WAIL/ER OR:RE:..4 >�F CORNERS AND 6" FROM END CONDITIONS, AND SPACED THEREAFTER A MAX. 33" O.C. 6. CHIMNEY OUTLETS SHALL NOT BE LOWER THAN THE TOP OF ANY WINDOW WITHIN 15'-0" OR LESS THAN 2'-0" ABOVE ANY COMBUSTIBLE PART OF THE ROOF WITHIN ANY LIENS ARISING OUT OF HI5 CONTRACT FOR WORK COMPLETED AS OF THE DATE OF THE REQUEST FOR PAYMENIT. : ::•. ?:-'-'-8- PROVIDE CONTINUOUS METAL TERMITE SHIELD WITH ALL JOINTS SEALED ALONG PERIMETER WALLS AND SHIELDED TERMITE COLLARS AT 101-011. 6- THE CONTRACTOR SHALL ALSO FURNISH EVIDENCE SATISFACTORY TO THE OWNER THAT ALL PAYROLLS BILLS FOR.-t-A&R,.. MQ��W_5 ""'PtUMBING PIPES IN CRAWL SPACES UNLESS OTHERWISE NOTED. AND EQUIPMENT, ANp OTHER INDEBTEDNESS CONNECTED WITH NIS WORK FOR WHICH THE OWNER OR NIS PROPERTY•:�11GHT IN­-ANY WAY::P:E. q- MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS TO BE AS FOLLOWS: PLUMBING NOTES: ....... :I':•:::•::•::•. . RESPONSIBLE HAVE BEEN PAID OR OTHERWISE SATISFIED. A) FOOTINGS, PIERS, FOUNDATION WALLS: F'C = 3,500 P.S.I. STONE CONCRETE. 1. ALL PLUMEING WORK SHALL BE IN STRICT CONFORMANCE WITH ALL STATE AND LOCAL CODES. INSURANCE AND WARRANTIES B) SLAB ON GROUND: F'C = 2,500 P.5.1. CONCRETE. 2. NOT WATER NEATER SHALL HAVE A MAXIMUM TEMPERATURE SETTING OF 140 DEGREES F. I- EACH CONTRACTOR AND SUB-CONTRACTOR. SHALL SUBMIT PROOF OF INSURANCE WITH A COMPANY }N5%%' B. THE•:S:faa. OF.--:NEN YORK C) SUPERSTRUCTURE, SLAB: F'C = 3,500 P.5.1. CONCRETE. 3. PROVIDE NOT AND COLD WATER SUPPLY LINES TO A NEW REFRIGERATOR AS REQUIRED BY MANUFACTURES SPECIFICATIONS. HAVING COVERAGE FOR THE TYPES OF WORK SPECIFIED WITHIN THI5 BID PACKAGE IN THE AMOUNTS Mff.-'.`FRIOD5 5ATI5F..bRY TO THE D)3500 P.S.I.,MIN.COMPRESSIVE STRENGTH OF CONCRETE FOR GARAGE SLAB. 4. PROVIDE INSULATION ON ALL NEW PIPING AS REQUIRED BY CODE. E)CONCRETE TO BE 5 TO 7% AIR-ENTRAINED PER R 402.2 OF RCNYC 5. REMOVE AND RELOCATE ALL EXISTING PIPING AS REQUIRED TO A55URE THE PROPER EXECUTION OF THE WORK. OWNER. THE PROOF OF INSURANCE SHALL BE AS FOLLOWS: COMMERCIAL GENERAL LIABILITI,. CO(NFRACtQ*-::PERSONAL INJURY, 6. BELOW GROUND WASTE LINES SHALL BE X.H.C.I. PIPING. AUTOMOBILE LIABILITY, MEDICAL PAYMENTS AND UMBRELLA LIABILITY. FAILURE TO SUBrtT CERTIFICATE OFai� HRANCE MAY CAUSE YOUR 10- ANTI-HYDRO SHALL BE ADDED IF POURING TAKES PLACE AT 32 DEGREES F OR LESS. 7. POTABLE LINES SHALL BE TYPE "L" COPPER. BID TO BE DISQUALIFIED. 8, THE PLUMBING CONTRACTOR SHALL PERFORM ALL REQUIRED GAS OR OIL PIPING AND VERIFY ANY SITE CONDITIONS 4 REQUIREMENTS PERTAINING TO THERETO (IE. RELOCATION, UPGRADING, ETC)-PRIOR TO BIDDING AND COMMENCEMENT OF ANY WORK. - "' q. SANITARY D15POSAL SYSTEM SHALL BE COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED FOR DESIGN AND INSTALLATION. THE OWNERS SURVEYOR SHALL BE RESPONSIBLE FOR DESIGN LOCATIONS OF THE FACILITIES AS WELL AS OBTAINING ALL PERMITS OR SHEET TITLE APPROVALS. i;�U A& , o " D PRELIMINARY PLANS .".:..*:•::•::•::•::•::::. 10. WATER MAIN MUST BE 7'-0" AWAY FROM THE SANITARY DISPOSAL SYSTEM AND 4'-0" DEEP.12. IN BEARING WALLS OR PARTITIONS, NO ,C. �'kfi �� �' Ilu o ........ STUD I5 TO 3E CUT MORE THAN 1/3 IT'S DEPTH TO RECEIVE PIPING, DUCT OR ELECTRICAL WORK. ,..&, "�� `(°r a pa PROJECT NAME SGANAPIGO RESIDENCE :•:: :. ► fed, e. d 150 VICTORIA DR.,SOUTHOLD,NY-11 71 ::. :: :.,� I ,,, - OYSTER BAY DRAFTING SHEET NO. 4, ��Q� ` hs d , „ da AND ARCH I TECTURE, P.G. DATE: 3-I a-20 '�� ,� yB�' `� �° 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 SCALE: AS NOTED OF .... - . 4 �� �'� Pia (516) q22-5876 (FAX) q22-6235 B,': M.M. I0 WEB: WWW.OYSTERBAYDRAFTING.GOM EMAIL: ARGHITEGT®OYSTERBAYDRAFTIN6.GOM JOB NO: 20040 ZONING CALCULATIONS COLUMBIA ROAD SECTION: 78 BLOCK: 9 LOT: 71.2 ZONE R40 I342' 900, LOT AREA = 32600 SF 7.0 (D © S 14.00' 7.3q' S 25° Iq' 50" W 156.1 I' MU, PIACARDING REQt IRC REQUIRED EXISTING PROPOSED 8 $ QE - - - - - - 17 LOT COVERAGE I PRIMARY DWELLING.............. 2447.00 SF 2726.06 SF 23,35' O g FRONT PORCH........................ ....................... .. .. 117.00 SF Ig3.17 SF DECK.... ... 362.00 SF 00.00 SF 1 REAR STOOP / ROOF OVER... 00.00 SF 112.15 SF © ® O SHED..................................... ....................... .... 00.00 SF 308.00 SF O n TOTAL LOT COVERAGE 6520.000 eF 2946.000000 SF 333q.380000 SF L r WITH ALL CODE '�U 1 o SOI � 20.00 % 9.037 % 10.243 % o 21,V - I NF-vf K ST^TE & TOWN C D S 11; AS RE:Ul_;IRED A'VD CONDITIO S OF 7 .. 1 ' 8;^, FLOOR AREA FIRST FLOOR... .. 2447.00 SF 2726.06 SF I O DTOWN r I:.�, ..................... ....................... ... ---.�..,._. SOu�r + ZBA SECOND FLOOR..................... ....................... ..... 00.00 SF 1000 SF I F N - ---� ! HOLD TOWN PLANS RD -...' . - I SO 1T � i m O I �I, OI t�.. TOTAL FLOOR AREA N/A 6F 2447.000000 5F 3726.060000 SF 5 30 a 23 35 b w SOLITHOLD TOWN TRUS S� _ I N/A % 7.506 % 11.430 % - .n 4, i'li'Al C".-' FRONT YARD SETBACK..................... 50.00 FT 42.30 FT 40.80 FT ��•i•S•DEC p I ,. �{F Cr�i T '� p I 4 h�,,�'b I F,L{_ C0Nh ;T,tli,..r_E 21q0' 21,90 REAR YARD SETBACK.......... 50.00 IFT 85.00 FT 87.10 FT N _ .b Y0RK ST,1TE. h:';)i i:C"" )i `';E!1 F0:1 SIDE YARD SETBACK: �RDI�DS�D LOT COV�R� E DIA R�4M r�1f„ r SIDE YARD........................... 15.00 FT 54.80 FT 54.80 FT _- -_- F 1�!�i1QF'ty P�E�23r ° ,, r (RST FLOOR FLOOR AREA D IA RAM SECOND FLOOR LOOK Q RE a i /� /� �' r DES r� " ' I � : AGGREGATE.......................... 20.00 FT 64.50 FT 64.50 FT n \ i 1 D I C R/"\M `'�� SCALE:I = 20 - - - --- - - - ---- -- - - -A ��-- � -- - - - --- - - - _ - -- I ��,c li r~ il � TOTAL SIDE YARD SETBACK; 35.00 FT Ilq.3 FT IIq.3 FT SC LE:I = 20SCALE:I" 20' 1 p�l'� �� t �Q` EXISTING'DEC ° A LOT COVERAGE CALCULATIONS t� BE DEMaD - PROPOSED ROOFED BUILDING HEIGHT.................. 35.00 FT 24.50 FT 24.50 FT 1, OVER REAR STOOP LOT WIDTH............................. 150.00 FT 1601.89 FT 169.89 FT LETTER DIMENSIONS SQUARE FOOTAGE LOCATION FIRST FLOOR AREA CALCULATIONS FIRST FLOOR AREA CALCULATIONS PROPOSED ROOF - - -1�!q�' - ' I LOT DEPTH.......................... . 175.00 FT 200.00 FT 200.00 FT A 23.35 X 40.80 852.680 SF DWELLING LETTER DIMENSIONS SQUARE FOOTAGE LETTER DIMENSIONS SQUARE FOOTAGE o I " 1 OVER g 1 1 g ;111 I oO B 27.20 X 43.50 1183.200 5F DWELLING A 23.35 X 40,80 852.680 SF F 21.80 X 31.81 686.63q SF S 25 Iq 50 E 2243111 12,30 PLUMBING o 13.78 _JMBING WASTE C 21.80 X 22.10 483.gg0 SF DWELLING B 27.20 X 43.50 1183.200 SF ' 8 PROPOSED I STORY , , t. ,'~T LfNcS P1EED ON D 11.67 X 1,50 17.505 SF DWELLING C 21.80 X 22.10 483.880 SF TOTAL AREA OF FIRST FLOOR 696.6390 SF _ N ADDITION N TES 1 LNG �Ef vi,E COVERING E 7.3q X 12.00 88.680 5F DWELLING D 11.67 X 1.50 17.505 5F F 5.30 X 01.42 4q.126 5F FRONT PORCH E 7.3q X 12.00 88.680 5F G 28.65 X 5,00 143.250 5F FRONT PORCH . . . H q.00 X 5.00 45.000 5F REAR PORCH TOTAL AREA OF FIRST FLOOR 2726,0550 SF . . 1 1 13,42 X 5.00 67,100 SF ROOF OVER 6 ;ALTOERATIONSINTERIOR',*,'.' � I ELECTRICAL 2NSPECi70N R 'LES J 14.00 X 22.00 308.000 5F SHED TOTAL LOT COVERAGE.. 333q.3310 SF �EXIST I STORY �-tJt✓t"S��-i C.''=r?TIFICATION � I I SINGLE FAMILY {7r,.i LrAD CON7ENT BEFORE 1 DWELLING 5.30' ,`i"1CATE OF OCCUPANC ' ,Or M1._DE z 64.50- - ---- --------- - b PROPOSED 2ND 1 i 1 ( STORY ADDITION DER USED IN VIA -4 w I 23.40 UFROP(erjPPL.Y"'SYSTEM CANNOT DRIVE��d4� Edi 2/10 OF 1% LEAD. I PARKI�I;a I _ PROPOSED ROOF -- - -. _-_ �4.80� O I OVER PORCH --- 21,q - I 'tel- EXISTING DRIWEHAY I CJ7 I PROP05ED WALKWAY DENO'D I PROPOSED ( STORY - I 1 ' I ADDITION -4 c� I I � " � II I, I I i _150.00- - N 25° Iq' 50" E VICTORIA DRIVE PLOT PLAN SCALE:(" = 20' SECTION: -78 THI5 15 AN ARCHITECTURAL SITE PLAN BASED ON INFORMATION SHOWN ON A SLOG : SURVEY PERFORMED BY KENNETH WOYCHUK a DATED: 01,R2020 LOT: '71.2 SAFETY/CONTRACTOR NOTE: ENERGY NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO PERFORM TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL_ AREAL: 32600 5F ALL WORK IN A SAFE � PROFESSIONAL MANNER THAT JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN WILL PROTECT ALL WORKERS, THE PUBLIC, ADJOINING COMPLIANCE WITH CHAPTER 11 OF THE 2015 INTERNATIONAL ZONE: R40 PROPERTIES, AND OWNERS FROM DAMAGE AND INJURY. RESIDENTIAL CODE (2105 IRC) AND R103,2 OF THE SURVEYOR NOTE: INTERNATIONAL ENERGY CONSERVATION CODE GENERAL CONTRACTOR TO HIRE THE SERVICES SURVEYOR NOTE: OF A LICENSED SURVEYOR TO STAKE OUT THE GENERAL CONTRACTOR TO HIRE THE SERVICES NEW PORCH/PORTICO IN ORDER TO MAINTAIN OF A LICENSED SURVEYOR TO STAKE OUT THE REQUIRED YARDS AS INDICATED ON THIS PLAN, NEW ADDITION IN ORDER TO MAINTAIN REQUIRED SURVEYOR NOTE: YARDS AS INDICATED ON TNI5 PLAN, GENERAL CONTRACTOR TO HIRE THE SERVICES OF A LICENSED SURVEYOR TO STAKE OUT THE NEW DRIVEWAY IN ORDER TO MAINTAIN REQUIRED YARDS AS INDICATED ON THIS PLAN. D RL D A S 1 0 2020 LlTV,, 'i'.'iTf DEPT. R5�/ISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: ��'� �� SHEET TITLE E) AP �ii� 9 PRELIIMINARY PLANS M # DATE: BY: DATE: BY: DATE: BY: %'4` wP o Td R" D s•u..••a.. �.eP / V � � 1 4-6-20 AS PER OWNER 2 5-5-20 AS PER OWNER M.M. 2 2 ^4� �� K :-A PROJECT NAME rjGANAPI G0 RESIDENCE <v . 3 5-8-20 AS PER OIJNER M.M. 3 750 VISTORIA� DR.,SOUTHOLD,NY-11171 4 07.16.20 REVISE DESIGN ATK 4 4 4' �'�;sl ' ' OYSTER BAY DRAFTI NCS SHEET NO. *� d� AND ARCHITECTURE P.G. DATE: -I8-2O '� 5 5 5 s �•- _ ..... `ee dd `1€ , ,, ,; :: 5GALE: AS NOTED or 6 r y `tee d o�''� 68 WEST MAIN STREET OYSTER BSAY, N.Y. 11.771 1 -7 `iet ���� (516) 922-51-T6 (FAX) 122-6235 BY: M.M. �1g ARB9 WEB: NIVIOY5TERBAYDRAFTINO.COM EMAIL: ARCHITECT@OY5TERBAYDRAFTING.COM JOB NO:20040 _ 22'-5" __77_T - - _ -- ----- ---- ------------------- 12' 2" 5/8" I.D. HEX NUT W/ LOCK f - NEW 6"x6" ACO WOOD POST TO BEAR ON 12"0 ___- NEW 2"x12" ACO 5TRINGER _- ------ - -{ -�� WASHER- TYP. CONCRETE PIER, MIN 36" DEEP W/ 51MPSON � _ -- �- --PROVIDE 4" POURED CONCRETE PAD �5/8" 0 BOLT+ 1/16" (FOR `51ZE OF _ 131-411 r - rt -I STRONGTIE ZMAX BRACKET (SEE DETAIL) --- - --- .-- _ _ -. -- -_ X UNDER FIRST RISER \ HOLE } ®� / NEW 1" 0 ANCHOR BOLT (TYPICAL OF 5) L _1 - - o - - -- NEW 6"x6" ACO WOOD POST TO BEAR ON L— " ,-- 12 0 CONCRETE PIER MIN 36 DEEP W/ BEARING PLATE „ „ I„ NEW (2)2"x10" DROPPED = I SIMP50N 5TRONGTIE ZMAX BRACKET (SEE NEW (2)2 XS ACQ LEDGER, W/ 2 m LAG I DETAIL) (TYPICAL OF 5) \ BOLTS @ 16 O.C. STAGGERED D.J. TECO Drn � w o I - NEW (3) 45 KEBABS SET IN ACRYLIC \ PROVIDE 4" POURED CONCRETE PAD NEW 0 LA TIE ANCHORING ADHESIVE MIN. 6" \ - (2) ACQ SILL PLATE \ I BOLTS @21168 O.C. STAGGERED/DA. TECIODEMBEDMENT. UNDER FIRST RISER � �� , , SEE PLAN FOR SIZE - - - - - - - - - _ -CONC, FOUNDATION WALL 1 " " NEW 2` ACO­­ ,== tl _;� o NEW DROPPED I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STRINGER I I I NEW 8" EMBEDMENT I I N i CRAWLSPACE EXIST F.J @ 16" O.C. z n - - - _ - -� NEW 2" PC. SLAB W/ 6X6 WI. 6 MIL ' 9i �LBPS I/2 - - --- --- � _ - "LJ.L i 6q - CONCRETE FOUNDATION CONSTRUCTION POLYETHYLENE VAPOR BARRIER. F- - - - - - - - - - 8" WIDE POURED CONCRETE FOUNDATION (SCREEN COAT) j C) - FOUNDATION TO SIT ON 16"X B" DEEP FOOTING TO BEAR ON EXIST UNDISTURBED SOIL MIN. 36" BELOW ADJACENT GRADE NcHoR�o�r+ gEAZ�NC I LAr�pEr�IL I - I I CRAWLSPACE - CONCRETE PARGE COAT ABOVE GRADE SCALE:NT5 I - NEW I I POLYETHYLENE VAPOR BARRIER. 6 MIL - ASPHALT WATERPROOFING BELOW GRADE �I I I x CRAWLSPACE - CONCRETE TO BE 3000 PSI MIN, EXISTING BILCO � I I - #5 HORIZONTAL REBAR @ 12" O.C. W/ MIN 3" EMBEDMENT (SCREEN COAT) DOOR TO REMAIN I I NEW 2" PC. SLAB W/ 6X6 I I - #5 VERTICAL REBAR @ 36" O.C. W. MIN 3" EMBEDMENT I I z WI. 6 MIL POLYETHYLENE I - (3)#5 REBAR CONTINUOUS IN FOOTING W/ MIN. 3" EMBEDMENT • I VAPOR BARRIER. (SCREEN I _ "0 ANCHOR BOLTS @ 36" O.C. COAT) WOOD STUDS @ 16" O.C. --- --- W/ BATT INSULATION, j WOOD ---- EXTERIOR FINISH SHEATHING 15# BUILDING PAPER %" T - NEN (3) #5 REBARS,SET IN ACRYLIC -- NEW (3) 95 REBARS,5ET IN ACRYLIC GYP. BD. INTERIOR ----- 2" FOAM BOARD R-10 CONTINUOUS AT EXTERIOR. TIE ANCHORING ADHESIVE MIN. 6" TIE ANCHORING ADHESIVE MIN, 6" � ' (2)SHIMNED PT MUD5ILL W/ %"" x 2'-0" LONG EMBEDMENT. EMBEDMENT. (2) # 5 REBAR - --- - ANCHOR BOLT @ 4'-0" O.C. t 1'-0" FROM END CONCRETE FOUNDATION WALL (SEE PLANS)­-, CRADE --- # 5 REINFORCING BARS TO BE VERTICALLY 4 v 3" COVER ----_._- HORIZONTALLY LOCATED IN FOUNDATION @ 24" O.C. o #5 REBAR DOWELS @ 24" O.0 2" POURED CONCRETE SLAB W/ -- - — TYPICAL DAMP PROOFING I" STYROFOAM PROTECTION IOXIO W1.4xHIA WELDED WIRE -x-•-•- - '` BOARDS 2 LAYERS TROWEL APPLIED MASTIC W/ I @• MESH OVER 6 MIL VAPOR LAYER ASPHALT IMPREGNATED FELT FROM I" BELOW BARRIER FINISH GRADE TO BOTTOM OF FOOTING w (3) # 5 REBAR BOA-- -(IF REQUIRED) 6" DIAMETER CONTINUOUS EACH WAY W/ 3" COVER \ PERFORATED FOOTING DRAIN WITH FILTER FABRIC i EXIST, w CELLAR GRAVEL SURROUNDING. CONNECT TO DRYWELLS UNFIN15H D DEPTH OF FOOTING VARIES WITH SOIL CONDITION FOOTING WITH TWO TON MINIMUM SOIL (MIN 4'-0" BELOW GRADE) �OI�NT ATION 1�ETA1L (MAWLS E) _- 5CALE:1/4" = I'-0" EXISTING BEAM TO REMAIN (VIF) EXISTING BEAM TO REMAIN (VIF) EXISTING BEAM TO REMAIN (VIF) - - - - --c�------------ - - - - - - - EXIST 4" THICK POURED CONCRETE SLAB _ SIMP50N STRONG- W/ 6X6 WIRE MESH, 6 MIL POLYETHYLENE I- -I TIE NIGH WIND- VAPOR BARRIER. I - i RESISTANT STUD Cl L TO RIM JOIST C520 0 920 GA. (12-IOD X LD I Y2" TOTAL NAILED TO STUD d RIM) � o � L_ - %" PLYWD. SUBFLOOR I ° X LL ° - - BOTTOM WALL w ° PLATE J_ _ - - RIM JOIST I NEW UP. 12R -- SIMPSON STRONG- ° EX15TING BEAM TO REMAIN (VIF) EXISTING BEAM TO REMAIN (VIF) TIE HIGH WIND- _ _ _ _ _�__ _ _ _ _ °0 RESISTANT MUD51LL rl \\ ° °- \ TO RIM JOIST D5P ° o - 918 GA. (6-IOD X ° I y" NAILED TO u \ o SILL) (8-IOD X I Y2 It - - - - - - NAILED TO RIM) - - - - - - i _ (2) ACO MUD SILL \ - NEW (3) 95 RDAR5,SET IIN ACRYLIC � \ % TIE ANCHORING ADHESIVE IMIN, 6" Lu X o FOUNDATION WALL EMBEDMENT. I EXIST, FLOOR JOIST - - - - - - UNEXCAVATED Lu �- STRAPJDING DETAIL @FOUNDATION _ - _ - EXI5T 4" THICK POURED CONCRETE SLAB < TO FLOOR TO WALL CONDITIONS I I NEW 4" THICK POURED CONCRETE SLAB ON NEW NEW (3) #5 REBAR5,5ET IN ACRYLIC -- ON GRADE W/ 6X6 WIRE MESH, 6 NIL TIE ANCHORING ADHESIVE MIN, 6 POLYETHYLENE VAPOR BARRIER. o I GRADE W/ 6X6 WIRE MESH, 6 NIL UNEXCAVATED EMBEDMENT. \ Z (I) C520 (Zf1AX) VERTICAL STRAP �, I I POLYETHYLENE VAPOR BARRIER, \\ @ EA. STUD LOCATION + ADJ. (1) I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , Lu DSP (IMAX) PLATE TIEI EXIST COPCRETE DEPRESSION FILLED IN °- - - - - - - - - - - - - - - - - - - - -°- - - - - -.- - WITH CMU BLOCKING, FULLY GROUTED AND i SEALED, 95 VERTICAL REBAR @ 36" O.C. a DOWELED INTO EXIST P.C. FOUNDATION, NEW CONCRETE FOUNDATION CONSTRUCTION --- ----___---_ %" lt ANCHOR BOLTS SET @ 36" - 8" WIDE POURED CONCRETE FOUNDATION - - -- O.C. W/ (2) 2X0ACQ SILL PLATES W/ a - FOUNDATION TO 51T ON 16"X 6" DEEP FOOTING TO BEAR ON TERMITE SHIELD d SILL SEALER TO ALIGN ca z UNDISTURBED SOIL MIN, 36" BELOW ADJACENT GRADE WITH EXIST FOUNDATION - CONCRETE PARGE COAT ABOVE GRADE - ASPHALT WATERPROOFING BELOW GRADE - CONCRETE TO BE 3000 PSI MIN. - 95 HORIZONTAL REBAR @ 12" O.C. W/ MIN 3" EMBEDMENT - #5 VERTICAL REBAR @ V' O.C. W, MIN 3" EMBEDMENT - (3)6 REBAR CONTINUOUS IN FOOTING W/ MIN. 3" EMBEDMENT - - - - - - - - - - - CONCRETE FOUNDATION CONSTRUCTION � 1 '` - 8" WIDE POURED CONCRETE FOUNDATION j - FOUNDATION TO SIT ON V'X 8" DEEP FOOTING TO BEAR ON -- ! -_ - UNDISTURBED SOIL MIN. 36" BELOW ADJACENT GRADE -- ------- y - -- ------- - - ---- - - -- ------- - - - - , - CONCRETE PARGE COAT ABOVE GRADE - ASPHALT WATERPROOFING BELON GRADE - P511 MIN.C --- -- - - - - - -- - -- - -- ---- - - --- ---- @ " IN 3" CONCRETE TO BE 3000 - - --- - ---- ---- - - - - #5 HORIZONTAL REBAR . .. W/ M EMBEDMENT - 95 VERTICAL REBAR @ 36" O.C. bel, MIN 3" EMBEDMENT - (3)95 REBAR CONTINUOUS IN FOOTING W/ MIN. 3" EMBEDMENT - 8"� ANCHOR BOLTS @ 36" O.C. Fr42 NS TO PRELIMINARY DRAWINGS: RE\/ISIONS TO F=INAL DRAWINGS: MUNICIPALITY AMENDMENTS: SHEET TITLE PRELIMINARY PLANS ` BY: # DATE: BY: # DATE: BY: 0t tttt AS PER OWNER M.M. I .•.. �� a a PROJECT NAME SCANIAPICO RESIDENCE AS PER OWNER M.M. 2F��% 750 VISTOiIA DR.SOUTHOLD NY-I I17I AS PER OWNER M.M. 3 REVISE DESIGN ATK 4 4 _ � r '" " ' ' OYSTER BAY DRAFT I NCS SHEET No. 5 �: • d4 AND ARGHITEGTURE, P.G. DATE: 3-18-20 .�. I.',rkl - Zi • " , •� SCALE: AS NOTED OF r d 68 WEST MAIN STREET OYSTER. BAY, N.Y. 11-7-71 ,�_ -•••••••� y ®� (516) q22-5q_76 (FAX) q2'2-6235 BY: 17, �/ -7 � � �" C `�� WEB: VgM.OY5TERBAYDRAFTING.GOM EMAIL: ARGHITEGT@OY5TERBAYDRAFTIN6.GOM JOS NO: 2004046 l� Ay 341-811 pLEGEND II 22'-1" All 11'-7" 4' ---- - ----- --- - -- - —- - -- -- - - --- - --- - X --- - -- 91-01, = - 4 VTR I - --- -- -- -- --- � CARBON MONOXIDE - - -- - ROOF NEW 6"X6" ACO POST W/ 5IMP50N ® C.T. COLLAR TIES ROOF ( - �f1D -- - R.R. ROOF RAFTER - STRONGTIE Z MAX BRACKET AT BASE DETECTOR I NEW COL MN ENCLOSURE TO BE SELECTED BY OWNER (TYPICAL OF 3) ® R.J. ROOF JOIST NEW BATH EXIST BATH EXIST BATH NEW KITCHEN NEW GARAGE NEW LAUNDRY SMOKE DETECTOR - I/2 I I/2 -I I/2- -I I SD C.J, J CEILING JOIST - - - - - - I - - - T - - - - � - - � - - - - - - - - - - - - - - - - - - - - - - - � - r T - -0f —_ ALUM. I ALUMINUM O.C' ON CENTER a 1 1/2 SI 1 1/2 55 1/2 - 1 I 1 NEW (3)2'xl2' DROPPED co � NEW (3)2'x12" DROPPED I NEW 36" NT RAILING W/ BALUSTERS 4" - -_-_ - -_ -1 I/2 I I I/2 II I/2 I I I I NEW 36 HT RAILING W/ -- SIMP50N STRONGTIE Z-MAX I O.C. TO COMPLY W/ SECTIONS NEW 6X6 ACO POST W/ I I III DW I DISHWASHER i FTG. FOOTING 11 I BALUSTERS 4 O.C. TO BRACKET AT BASE NEW 17t-q"_ - - ---- b I _ R311.7.8/R312.I.3 OF THE 2015 I.R.C. I/2 I/2 EXISTING P.C. POURED CONCRETE WB I WB I I WB I I I I COMPLY W/ SECTIONS COLUMN ENCLOSURE TO BE Bl-211 0 EXIST. 2015 LR.C. I FF - SNOW I W SHOWER I WC TUB I WC x R311.7,8/R312.1.3 OF THE SELECTED BY OWNER LEVELS C. AND R. TECOp FINISHED FLOOR QALY. GALVANIZED --- CXR - 0 I I/ 0 I I/ 0 I/ w C C C 1st FLOOR (TYPICAL OF 3) NEW 2"XIO" EDGER @ C,J. AND R.R, O ' ' MICROLAM -�IN or -- ---- ---- _ - - - _ _ NEW 2 I xl f EXIST j FNDN. FOUNDATION I BM. BEAM F-7111O _ ( FWH 06S -- - - - - - - - - 2 I NEW 2 2"xr" DROPPED 1 NEW 2 I I ROLAM � , �* FWQ FRENCH WOOD DOOR DN DOWN I I o GWB GYPSUM WALL BOARD DBL. DOUBLEco j - - CELLAR `r I EXIST C.J. @ 16" O.C. HDR. HEADER FRMG. FRAMING NOUS 0 HOUSE IN ,l .I NEW 2"x10" R.J. @ 16' O.C. W/ (2)4" THRU-BOLTS - - - - A - - _ — NEW (2)2 x12 ON BOTH ENDS CONNECTING TO THE 2"XI2" R.R. INSUL. INSULATION T.V. TRUE VALLEY LL,3 M.C.M•C. MEDICINE CABINET V.L.V L. VALLEY LEDGER I (LOWER OF R.R.R,R, SPAN o - _ M.S. MARBLE SADDLE PLYWD, PLYWOOD N X I - - - - - - - ® I th, THICK ML. MICROLAM NEW .: O® O® I vs 1 _ SUN R00�1 _ - - - J ALhGN FINISHED WD. WOOD -j STL. STEEL I f ^� �I IC ^� � W°IN CL, �l�I/hl' I�I I �IlJER DIAI' l I o FLOOR - H.1. CL. WALK-IN-CLOSET 1 - - -- ---- - . . 3'_ NEW ID - 3' - KITCHEN m Q VIF VERIFY IN FIELD ----- --�• STL COLUMN `,, �: I , - SCALE:NTS CATHEDRAL CEILING U - - - NEW W�2X35 STEEL M LUSH - I ---- CW2 I _._. "- NEW 6'-0" a - - - - - DBL DOOR -- - --- - - - - U - I, - - - - _ -- - WALL LEGEND REP. � 1- LLJ (USE ONLY WALLS THAT ARE APPLICABLE TO PROJECT) -- - - - - c l - �' -- -- -- - --- N - -- --------------- ----- - - 5T7�ELI COL MN - --- - - - -- - -- - 22-I 111-711 I � EXISTING INTERIOR/EXTERIOR WALLS TO REMAIN ! EXISTING INTERIOR/EXTERIOR WALLS TO BE co REMOVED - --- -- _ - EXIST. ` EXIST WOOD NEW EXTERIOR WALL: �1ASTER BEDROOM o FIREPLACE EXTERIOR FINISH AS PER ELEVATION, I" TO REMAIN - CONTINIOUS RIGID INSULATION (R-5), TYVEK w � BLDG, PAPER, OR 15LB, BUILD, PAPER OR v � � EQUAL, ON 5/8" PLYWOOD SHEATHING, ON 2x4 r NEW 11 WOOD STUDS @ 16" OC W/ R-15 BATT LLJX FAMILY ROOM N o w NEW i INSULATION W/ VAPOR BARRIER 4 5/8' GWB ON CATHEDRAL CEILING 3- LIBRARY 1 Q o INTERIOR SIDE NEW EXTERIOR WALL: - - z - NEW BRICK VENEER, I" AIRSPACE, 2" I CONTINIOUS RIGID INSULATION (R-10), 15 LB, ®SD _ BLDG. PAPER/TYVEK OR EQUAL, ON 1/2" "' PLYWOOD SHEATHING, ON 2x4 WOOD STUDS @ o 16' OC W/ R-15 BATT INSUL, VAPOR BARRIER 4 I I BP Bean Plate NEW 36" RAILING W/ BALUSTERS 1/2" GWB ON INTERIOR SIDE, CONTRACTOR TO F and Nut �\ EXIST. 4" O.C. T COMPLY W/ SECTIONS PROVIDE WEEP HOLES @ 2'-0" O.C.. PROVIDE M,BATH ®SD -MD 8311.7.8/8 12.1.3 OF THE 2015 I.P.C. GALVANIZED WALL TIES TO ANCHOR BRICK. 0 DUROWALL REINFORCED @ 16" O,C, VERTICALLY, a o f". EXPANSION JOINTS @ 30'-0' O.C. VERTICALLY Threaded_ - r Rod Q �s� - - NUTCN- - - - - - - - - - - - ` (MAX,) d AT INTERSECTIONS. y _ EXISTING BEAM TO REMAIN VIF B 0 K C A S E - - - - ( ) TOP RAIL - I P ITIONS:NEW INTERIOR ART 2X2 WD. I5TIN AI ( IF) -�- v -_ BALUSTERS; . '-1, - - - - o - — �l NEW 2x4 WOOD STUDS @ 16" OC W/ I/2' GWB ON ` I NEW , AN " - I P TRY ! ' SN. EACH SIDE MAX. 4 O.C. Threaded - o ■' BOTTOM RAIL I, I - AS PER NYS Rod - - - -- MD --- t- BUILD. CODE EXIST. F� B 4'-7"i *9 L- - - _- NEW BEARING WALL: 9 CNW Cou l e 6 ti --P- s SD " 111 - (.n- - G T - BATH NEW 2)21x8 0 1 - 5=0--- NEW 2x4 WOOD STUDS @ 16" OC W/ I/2" GWB ON - Titen HD Nut EXIST cn -- IL 5 - 1 - 50 CFI - A/C �F WD. DECKING -- x - �' o, Rod Coupler w II o - JEW x EACH SIDE, PROVIDE SOLID FULL-WIDTH EXIST. NEW -0 I o M -� co ?: 9� Minim mo , e ";. o um CL, �. �\ 's CL CL. FOYER POCK j1' __I- 'LAUNDRY "' n NEW - - - - - - BLOCKING UNDER ALL NEW BEARING PARTITIONS 15t ce NEW IA­ (3)2"x4' I MUD RrI, w NEW 2-61 BATH o:. .... ® EXIST _ z A/C NEW FIRE-RATED WALLS 1 o BSD SD PACKEp15TUD5 DECK JOIST------- (SEE OIST w NEW 2x4 WOOD STUDS @ 16' OC . 31-411 1_411 z I - D W/ ONE LAYER (SEE PLANS) EXIST e " * BENCH 5/8" TYPE "X" GWB ON EACH 51DE (ONE-HOUR NEW IC - (3)2'x4` -- _ FIRE RATING) �ERM�4C�ST COLWvIN DETAIL o PACKED STUDS - NEW 2)I h.F11LSEt__ 4 _ :...:.....:.... - - - - - _ ( 1 FI +4j .. /-� XLU � ! o --� � � _- - - NEW CELLAR PERIMETER WALL: - RA - RAILING' DETAIL SCALE: N,T.S, EXIST. EXIST. NE U 5.5. 1 ! BEDROOM #) � BEDROOM #2 I I R "' I D 2x4 WOOD STUDS @ 16 OC W/ R-15 BATT � X o INTERIOR SIDE INSULATION W1 VAPOR BARRIER 8 I/2" GWB ONE NEW (2)2"xl2" NEW (2)2'x12" LNEW 36" NT RAILING W/ BALUSTERS 4" - - - - -- O.C. TO COMPLY W/ SECTIONS NEW LOW-WALL _ R311.7.8/R312.1.3 OF THE 2015 I.R.C. NEW 2x4 WOOD STUDS @ 16" OC W/ 1/2' GWB 2'1X4" IIDBL, TOP PLATE II NEW ID - 3 2"x4' 121 qll - 1 ON EACH SIDE, WIDTH 4 HEIGHT TO VARY - . I SEE PLANS . ---- - -- 2 X 4 WD STUDS @ 16 O.C. O o I 1 E.M. PACKED STUDS --- _ - W/ 1/2" GWB ON EACH SIDE z - - NEW FOUNDATION AND FOUNDATION WALL: NW " 10' NEWIIA" gO2.0FA@16" O.C. ' - - (2)2 Ll NEW 8 THICK POURED CONCRETE FOUNDATION — (WOOD I-JOIST) o �q WALL TO BEAR ON 16"x8' PC FOOTING TO BEAR X — NEW 2"XIO" LEDGER @ C._. AND R.R. LEVELS, C.J. AND R.R. TECO'D X -NEW IE - (3)2'x4' Q oc -4" BRICK SHELF ON UNDISTURBED 501L W/ BITUMINOUS N PACKED STUDS OR WATERPROOF COATING ON EXTERIOR SIDE 4 oI v 3 PORCH z vo _ Q N REVERSE SHELF CONCRETE PARGE COAT ON VISIBLE PORTION OF - ---- --2"X 4" SOLE PLATE w " MODIF. o —.�"'g AS REQUIRED FOUNDATION WALL, 05 HORIZONTAL REBAR @ 12" m z v o " I ' C„ O.C. W/ MIN 3" EMBEDMENT, 95 VERTICAL I _ NEW (2)2 x10 DROPPED _ NEW (2 2x10 DROPPED_ W (2)2 xi � o� I , ®-- - __DROPPED GARAGE o ' --FINISH TILE FLOORING - - - - - - - - - - - -- + - - - - - - - - - - - - - - - - - - Z w II REPAIR 36 O,C, W, MIN 3 EMBEDMENT, (3)u5 ' --- -I I III REBAR CONTINUOUS IN FOOTING W/ MIN, 3" EMBEDMENT (PROVIDE 4" BRICK SHELF OR REVERSE SHELF AS REQUIRED, SEE SECTION) j -- - ---- -- -- -- --- - - --- -- - -I- - --- -- - �� P �I I/A\I {/—A\� I I ���'�\/j A I 8 I Ili-oilIII-OltI 5-4 8 I 1 NEW FOUNDATION WALL (TRENCH POUR): ���� I � I 0 1 `/ \7--L— i-� ��/ \ I 4-- i I II II I I I p � � � I NEW 12 th PC FOUNDATION WALL W/ (2) 45 D -- -- ' - -- --- - - - NEW 6"X6" ACO POST W/ SIMPSON -- NEW (3)2"x4" NEW (3)2"x4" II REBARS 2" FROM BOTTOM CLEARANCE TO BEAR SCALE:N,T,S, STRONGTIE Z-MAX BRACKET AT BASE, 4 BRICK SHELF II TYPICAL OF EACH RIGHT PACKED STUDS - - PACKED STUDS REVERSE SHELF ON UNDISTURBED SOIL W/ BITUMINOUS ANGLE ALONG PERIPHERY OF SELECTED BY OWNER (TYPICAL OF 4) -_-_--- 21'-3"- -- - WATERPROOF COATING t CONCRETE PARGE COAT NEW COLUMN E CLOSURE TO BE OR I "IST FLOOR TO 2ND FLOOR" / AS REQUIRED ON VISIBLE PORTION OF FOUNDATION WALL i n (� ' ' - - �; ! (PROVIDE 4" BRICK SHELF OR REVERSE SHELF _ NEW 2 I xll MICI OL M FLU5H� - _ - - AS REQUIRED, SEE SECTION) �...---..----�---- -1 / SEE DETAIL "F" NEW (2)14"xli4" MICROLAM - -- - 2X4 STUDS 1 / EN[WdALL—, I I I _ CW 45 -- --- A I I I FIRS�fi FLOOR PLAN - A ALL WINDOWS W/ SILL 18" OR .. - -- - -- - - - EQUAL y- - - EQUAL -- 1 I I - - TYPICAL OF EACH RIGHT SCALE: 1/4"=1'-011 _ 1151-311 LESS ABO\/E FINISHED FLOOR TO BLOCKING ANGLE ALONG PERIPHERY OF 5-0 - -- --- - II -8 - / "FOUNDATION TO IST FLOOR" ' HA\/E TEMPERED SAFETY GLASS BLXKINN- I I / -SEE DETAIL 'G" -- - -- 50'-7"- - - -- - - - - - - - N.I.F. HT. AB01lE SIN. EL.) I JolsTs I I I REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: ��'�` C3 r/�j SHEET TITLE i I I I DATE: BY: # DATE: BY: DATE: BY: �� {;�.�•�� F �� a v �. ,���c �. , PRELIMINARY PLANS NOTE - PROVIDE C,J. BLOCKING AT f11DSPAN 1 4-6-20 As PER OWNER M.M. I I �,��5" "�`�. • °�.'� "� �� Il� Fd PROJECT NAME c , SGANAPIGO RESIDENCE 2 5-5-20 AS PER OWNER M.M. 2 2 OF ALL C.J, BLOCKING SAME SIZE AS C,J, r� � ��t t;��== K rd o d �� 750 VISTORIA DR°,SOIJTHOLD,NY-11811 3 5-8-20 AS PER OWNER N.M. 3 3 5 BLocKIN' I I I --A 4 07.16.20 REVISE DESIGN ATK 4 4 ;° : ' » `- � • • OYSTER BA"*( DRAFTING SHEET No. ICALW4LLDETAIL I NOTE - PROVIDE F,J, BLOCKING AT MIDSPAN s 5 ° , � ., ;8 ?. �`� ; �da AND ARCHITECTURE, P.G. DATE: 5-18-20 P ENDWALLgLCMN DETAIL I I n _ w u^p 7 �� e° ap-" 68 WEST MAIN 5TR)=ET OYSTER BAY N.Y. 117-71 SCALE` AS NOTED oD L____________ 5CALEIN°T.S, __J L 5CALEAT,S. ___J OF ALL F.J. BLOCKING SAME SIZE AS F.J. 6 6 6 0, ��'�' `e�` (516) �i22-5cI-16 (FAX) X122-6235 BY: J 7 7 WEB: NN&0Y5TERSAYPRAFTIN6.G0M EMAIL: ARGHITEGT@OY5ITERBAYDRAFTING.COM JOB NO:20040 COMMON RAFTER - DOUBLE HEADER RIDGE 70 o \o��Q NEW 2"x8" R.R z � y NEW 2"6" R,R � o LOOKOUT RAFTER j NEW 2"x10" R.R LEDGER, R.R. TI CO'D - - STUD PROVIDE 2" " WD STUDS @ 16" O.C. CRIPPLE ++� F� WALL TO BEAR ON EXTERIOR WALL TO TOx4I++++� sQl x cr T � - SUPPORT NEW ROOF RAFTERS, WALL TO FOLLOW � I+++++\\ z w \ EXTERIOR WALL CONSTRCUTION n Q E++++++ �e NEW 2x10 R.R @ 16 O.C. NEW 2"x10" R.R @ 16" O.C. +++++++\ 5IMP50N HANGER FOR J015T AS REO'D - - --- PLATE ? � I+++++++++\ + + + + + + + + + + EXIST R.R. TO f+++++++++++\EXIST R.R. TO / G NEW 2x4 C T. @ I6 O.C. r+++ + + + + .(_ 6 TAIL RAFTER N n n n (UPPER 0 R.R. SPAN) 1+++++++++++++A 'L' O.H. AS PER OWNER + + + + + + + � TAIL RAFTER _ I [+++++++++++++++\ +++++++++++++++\ C) RO - RAKE OVERHANG DETAIL + + + + + + + +\ o + + + + + + + + + 3 ++++++++++++++++\ w + + + + + + + + + -�+++++ ++++++++++++\ NEW x " C + + + + + + + — t++++ +++ ++++++ + ++ .+ + @ 16' O.C. ++++++++\ RIDGE-- - ----- ----------- + + + + + + + + + /++++CRIPPLE +++++++++ ++++++\ NW " 10" @I6" OC + \ + + + + + + + + + + + N W " 10" @ 16" O.C.0 C f + + + + + J + + J o I++++ + + + ++++++�+++++ ++\ +++++++++ + + + .+ + + DOUBLE HEADER----- n PROVIDE ROOF CRICKET-- DOUBLE _ NEW 2 x12 VALLEY LEDGER" PROVIDE �� � AS REQUIRED DORMER RAFTER o � NEW 21C @ 16 C. , v sn- o VALLEY RAFTER - -- " o w ,Q C) � Q� � � ��3� � c� w m �O VALLEY JACK--------- cY I I I I w x cn w DORMER RIDGE RAFTERS NEW NEW w NEW NEW o cn w �- COMMON RAFTER � SKYLIGHT� KYLIGH i i KYLIGHT � KYLIGN - PROVIDE 2"x4" WD STUDS @ 16" O,C, CRIPPLE - z� � � WALL TO BEAR ON EXISTING RIDGE TO TO TBS BY TBS BY TBS BY TBS BY SUPPORT NEW R00 RAFTERS, WALL 0 FOLLOW IN OWNER Io o ( OWNER I OWNER Lu PP RT F R TE L T F LL ( ( -x X ( Iz EXTERIOR WALL CONSTRCUTION ^ __I EXIST RIDGE z Z EXIST RIDGE �) DOG DORMER DETAIL o m PROVIDE ROOF CRICKET - Q AS REQUIRED Lu N= oo Q Lu ` a w RIDGE - - z +_ -•---- 1 I U- � � w ,- z -LINE OF 76 CLG.HGT• -- - - q� N W 2" " Cl o n n ---_ - --- ' z o NEW 2"x10" R.R @ 16" O.C. NEW 2"x10" R.R @ 16" O.C. CRIPPLE - @ I6" O.C. NEW ?N10" R.J. @ 16 O.C. W/ (2) THRU BOLTS ', ON BOTH ENDS CONNECTING TO THE 2"X12" R.R. (LOWER # OF R.R, SPAN) cN K NEW 2"*4" C.T, @ 16" O.C. C) DOUBLE HEADER �° I (UPPER 3 OF R.R. SPAN) = o NEW 5' HGT. Qn C4- - - - z KNEEWALL Lu - rn - LL, c� I I NEW (2)20x12' R.R. BEAM DOUBLE RAFTER----------- t NEW 36" HT RAILING W/ NEW 2"x8" R.R NEW 2"x8" R.R @ 161, O. @ 16 1, O.C. BALUSTERS 4" O.C. TO C. - I ! _ COMPLY W/ SECTIONS COMMON RAFTER 2015 I.R.C. -1 m m R311.7.8/R312.1.3 OF THE m w I v m DOUBLE HEADER - - " I I I v cl/_ Lu - I Lu I _ I� 2NIO" e 1" I I X Q Lu TAIL RAFTER NEW 2'x1 TR.R LEDGER, R.R. TECO'D ON BOTH ENDS CONNECTINS/TO THE 2'X10' R.R. C) - SKYLIGHT FRAMING DETAILczcy- Q (LOWER 3 OF Rk SPAN) I Ico z a w o f � o NEW I I � NEW " 10" @16" O.0 3 X BONUS ROOM II- NEW DOG DORMER I I X � 1 z ABOVE I I 3 LLIV wI I I ! z 2x4 FRAMED ___ SKYLIGHT z ; ®SDS"° PANEL NITN CN I I R-30 BATT I ; z INSULATION --_ I L _ _ - - - - I — _ _ _ I _1___NEW.L212x12' R.R. BEAM NEW (2)2"x12' NFH 2"x10" R R @ 16" 0,C, NFW 2"x10" R R @ 10' 0 C - -- - — - - C 45 -- - --- - ---- --- - --- --- -b ----- - - I EQUAL EQUAL 211-311 21'-II" 2x8 C.J. @ I�11 o,c. - SECOND FLOOR PLAN / 100F PLAN N/ R-30 BATT `--- DBL. FRAMING SCALE: I/4"=1'-0" INSULATION ALL AROUND REVISIONS TO PRELIMINARY DRAWINGS. REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: ���lYFriE� .•,®�/�!j SHEET TITLE PRELIMINARY PLANS # DATE: BY. # DATE: BY: # DATE: BY: o ,.N1S M . v� �a 4-6-20 AS PER OWNER M.N. 1IlD <U ., �„ a a° PROJECT NAME SGANAPIGO RESIDENGE SKYLIGHT DETAIL � _ 2 5-5-20 AS PER OWNER �1.f1. 2 2 x ° �' n - - -- 3 5-8-20 AS PER OWNER f'I,M, 3 3 750 VISTORIA. DR.,SOUTH0LD,NY-11171 5CALE: 1/2" - I'-o" OYSTER BAN' DRAFTING 4 07.16,20 REVISE DESIGN ATK 4 4 � e • • SHEET1 NO. 5 5 5 '1 `e IE,:, ;,;,•, a DATE: - d ,AND ARCHITEGTllRE, P.G. 6 6 6 ��(it,N `�N`, ` �o�' �v � 68 WEST MAIN STREET OYSTER BAY, N.Y. II7�1 sGALE: AS NOTED p� /111111, (516) 122-5176 (FAX) 122-6255 BY: M.M. 7 7 7 WEB: hhN.0Y5TERBAYDRAFTIN5.G0M EMAIL: ARGHITEGT@OY5TERBAYDRAFTIN6.GOM lJOE3 NO: 20040 1jj ROOF NEW STANDING SEAM METAL ROOF TO BE SELECTED BY OWNER NEW BOARD AND BATTEN 12 ROOF SIDING TO BE SELECTED 12 �.-NEW SKYLIGHTS BY OWNER 12 A32 \ 135 TOP OF PLATE 11 11 1 11 h 11 1! 11 11 LD Ln 12TOP OF PLATE 7 1 12 2 SECOND FLOOR 12 CNi 3 11 T17 SECOND FLOOR NEW STANDING SEAM METAL ROOF TO BE SELECTED BY OWNER 1 � NEW OX0 ACO POST H/ SIMP50N STRONGTIE Z-MAX BRACKET AT BASE, \N NEW COLUMN ENCLOSURE TO BE F.F.F. 5ELFCTED BY OWNER (TYPICAL OF 4) NEW STACKED STONE TO Ql -IBE SELECTED BY OWNER rn -1-1 --I-J I I -I I -- ---- -=ti- rPAOF GRADE GARAGE F.F. EX.BILCO DR. NEW BOARD AND BATTENNEW 36" HT RAILING W/ BALUSTERS 4" LINE OF NEW FNDN.------ SIDING TO BE 51-LECTED O.C. TO COMPLY W/ SECTIONS ----------— LINE OF NEW FNDN. BY OWNER OF THE 2015 I.R.C. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - R311.7.8/R312.1.3 — — NEW 611X0 ACO P05T W/ SIMPSON 5TRONGTIE Z-MAX BRACKET AT BASEL� � , t�t V t�1 ION NEW COLUMN ENCLOSURE TO BE SELECTED BY ONNER (TYPICAL OF 3) SCALE: 114" = 1'-011 FRONT ELEVATION-SCHEME#I SCALE: 114" = 1'-011 NEW ASPHALT SHINGLES ------ TO MATCH EXISTING PROVIDE ROOF CRICKET AS REQUIRED NEW ASPHALT SHINGLES TO MATCH EXISTING NEW BOARD AND BATTEN SIDING TO BE SELECTED ._jj _L_ BY OWNER -L -L 1. NEW STANDING SEAMIF- METAL ROOF TO BE SELECTED BY OWNER L T_ - i Iil F.F.F. LARAGILF F -1 T_-_ GRADE _1 IL % f ISL i�-,L= T I I I L I I I- 1 1 1 1 1 I I I I �, , , I I GRADE L- __j RIGHT SIDE ELEVATION SCALE: 114" = 1'-011 REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRANINC-75: MUNICIPALITY AMENDMENTS: SHEET TITLE PRELIMINARY PLANS # DATE: BY: # DATE: BY: # DATE: 0, Ts flt, 44-20 AS PER OWNER PROJECT NAME 'x SrANAPIrO RESIDENGE 2 5-5-20 AS PER OWNER M,M. .2 .2 5, 5-5-20 AS PER OWNER 51 150 VISTORIA DR.,SOUTHOLD,NY-11111 SHEET 0. 4 07.16.20 REVISE DE51GN ATK 4 41 OYSTER 5A'�r DRAFTING 71 - AND AR(�,HITE(�,TURE, F.C,- . DATE: 5 6E5 NEST MAIN STREET O-r-STER BAY, N.Y. 11771 SGALE: AS NOTED 7 -7 (516) ci22-5876 (FAX) q22-6255 BY: M.M. iffife 1�0 lNEB; hI/0.0Y5_TERI5AYPRAFTINr7.C,0M EMAIL: ARrHITEI 'little GT@OY5TERBAYDRAFTINr,.COM JOB NO: 2004 - -- ROOF CONSTRUCTION - NEW ASPHALT SHINGLES NEW 2"4" C.T. @ 16" O.C. --- -- NEW 2"x12" RIDGE H/ -- - 153 ROOF FELT (UPPER OF R.R. SPAN) , RIDGE VENT - ICE AND WATER SHIELD (AS REQ.) _=- _-- NEW 2"x12" RIDGE W/ - - - PLYWOOD SHEATHING ROOF CONSTRUCTION --- ---- -- RIDGE VENT - 2"X10" ROOF RAFTER @ 16" D.C. - NEW ASPHALT SHINGLES L.t PROVIDE ROOF CRICKET - R-30 BATT INSULATION - 15# ROOF FELT I I I I I I I I I I I I I I I I I I I . AS REQUIRED NEW 2"4" C.T. @ 16" O.C.-- 12 - INSULATION BAFFLES WHERE REQUIRED - ICE AND WATER SHIELD (AS REQ.) I� Ip Ip Ip Ip Ip Id I� I� Ip Ip Ip Ip p Ip Ip Ip Ip Ip Ip I� Ip Ip ___ (UPPER 3 OF R.R. SPAN) 8 - PLYWOOD SHEATHING I I I I I I I I I I I R.R. @ 16 O.C. ROOF CONSTRUCTION -- --� I I I ( I I I I I I / - EXIST RIDGE NEW 2"x12" RIDGE W/ - ----- - NEW ASPHALT SHINGLES - 2"X10" ROOF RAFTER @ 16" O.C. I I I I I I I I I I I I I I I I I I I ROOF CONSTRUCTION ION - R-30 BATT INSULATION RIDGE VENT - 15# ROOF FELT 13.5 5#WROOPHFE FELT - INSULATION BAFFLES WHERE REQUIRED I I I I I -I x^>I -f( Ih_ I Ih_ I I Ih I I , Ih I . } I I - - ICE AND WATER SHIELD (AS REQ.) -NEW R-30 BATT - ICE AND WATER SHIELD (AS REQ,) �lJ ill a1L iLL_ _' 'i-LI �tlL �r i11 �+d1r i -r ill I� 1lLL' << Ll ,_i1L _r NEW 2"x4" C.T. @ 16" O.C. - PLYWOOD SHEATHING 12 PLYWOOD SHEATHING I � INSULATION � � - p N - 2 XIO ROOF RAFTER @ 16 O.C. q ;_. y 2"X10" ROOF RAFTER @ 16" O.C. NEW 2"x10" R.J. @ 16" O.C. Wl (2)" --- NEW R-30 BATT (UPPER 3 OF R.R. SPAN) " " 8 4 ,- ( )Z _----- __ --__- -- ___--_—_ -_ - ---_--- --___--- __ _- - __ - --- __- - - -- - -__ - --- � - __--_ __-_--_ - - - - - - _ ' ,.-I. _ >\i l '1 - r - 1 t - 1 i r �yi r'�v1'4�P �^y, v z'v-',1 v v v INSULATION - - - R-30 BATT INSULATION 1 TNRU-BOLTS ON BOTH ENDS CONNECTING TO BATT INSULATION NEW VENTED VINYL SOFFIT --- I INSULATION BAFFLES WHERE REQUIRED L�' I II THE 2 XIO R.R. (LOWER OF R.R. SPAN) / NEW 2x10 R.J. @ 16 O.C. W/ (2)"' - INSULATION BAFFLES WHERE REQUIRED � I I EXTERIOR WALL CONSTRUCTION-- - Ih d Ib IQ Ip p Ips Ip p p I , I TNRU-BOLTS ON BOTH ENDS CONNECTING TO I CONTINUOUS RIGID IN5ULAT ON R-5 I I I I I I I I I I f++ NEN 1x8 FASCIA BOARD ----- 1-+ 11 II I - NEW I"X8" FASCIA BOARD NEW SIDING TBS BY OWNER ( ) I� I� II I I I Ip p THE 2 XIO R.R. (LOWER � OF R.R. SPAN) � ; - - NEW VENTED VINYL SOFFIT ---------_- ,_ NEW VENTED VINYL SOFFIT - 15 LBS BUILDING PAPER/TYVEK II - 2"X4" WOOD STUDS NEW R-30 BATT I I ( I I I EXTERIOR WALL CONSTRUCTION- -- EXTERIOR WALL CONSTRUCTION I II i l l l l l l l l l INSULATION EXTERIOR WALL CONSTRUCTION II - NEW SIDING TBS BY OWNER - NEW SIDING TBS BY OWNER - R-15 BATT INSULATION ;, ,I x - VAPOR BARRIER NEW SIDING TBS BY OWNER I 1 ' (� ; ', ( �(� - CONTINUOUS RIGID INSULATION (R-5) - I" CONTINUOUS RIGID INSULATION (R- - 8" THICK GYPSUM BOARD I" CONTINUOUS RIGID INSULATION (R-5) y \ - 15 LBS BUILDING PAPER/TYVEK - 15 LBS BUILDING PAPER/TYVEK - INTERIOR FINISH - 15 LBS BUILDING PAPER/TYVEK EXIST R.R. @ 16" O.C. -' NEW R-30 BATT - 2"X4" WOOD STUDS NEW R-30 BATT NEW R-30 BATT -- - 2"X4" WOOD STUDS - 2"X4" WOOD STUDS INSULATION I - R-15 BATT INSULATION INSULATION INSULATION EXTERIOR WALL CONSTRUCTION -- / - R-15 BATT INSULATION NEW 11"' qO 2.0 F.J @ 16" O.C. - - R-15 BATT INSULATION - VAPOR BARRIER - VAPOR BARRIER - EXTERIOR WALL CONSTRUCTION - NEW SIDING TBS BY OWNER (WOOD 1-10I5T) - VAPOR BARRIER ) 5" THICK GYPSUM BOARD 511 - 15 LBS BUILDING PAPER/TYVEK 511 - NEW SIDING TBS BY OWNER - 8 I - $ THICK GYPSUM BOARD g THICK GYPSUM BOARD ` ill _ NEW 2x10 R.J. @ 16 O.C, W/ 2)2 " (R-5) - INTERIOR FINISH - INTERIOR FINISH - EXIST WOOD STUDS ( - I CONTINUOUS RIGID INSULATION 7„ „ - INTERIOR FINISH TNRU-BOLTS ON BOTH ENDS CONNECTING TO - 15 LBS BUILDING PAPER/TYVEK EXTERIOR WALL CONSTRUCTION — NEW Ilg q0 2.0 F.J @ 16 O.C. EXTERIOR WALL CONSTRUCTION - EXI5T INSULATION (HOOD I-Jo15T) - VAPOR BARRIER THE 211XIO" R.R. (LOWER 3 OF R.R. SPAN) - 2"X4" WOOD STUDS - NEW 51DING TBS BY OWNER - NEW SIDING TBS BY OWNER THICK GYPSUM BOARD - R-15 BATT INSULATION - 15 LBS BUILDING PAPER/TYVEK - 15 LBS BUILDING PAPER/TYVEK - INTERIOR FINISH 5 - VAPOR BARRIER - EXIST WOOD STUDS EXIST /" 0 ANCHOR BOLTS SET @ 36" O.C. - - EXIST WOOD STUDS ,1 - 5" THICK GYPSUM BOARD - EXIST INSULATION - EXIST INSULATION EXIST %1' m ANCHOR BOLTS SET @ 36" O.C. - W/ (2)2X4 ACO WOOD SILL PLATES W/ NEW 2"X8" F.J. @ 16" O.C. W/ - INTERIOR FINISH - VAPOR BARRIER - VAPOR BARRIER W/ (2)2X4" ACQ WOOD SILL PLATES H/ TERMITE SHIELD SILL SEALER R-30 BATT INSULATION- 5" THICK GYPSUM BOARD 511 ' - a - e THICK GYPSUM BOARD TERMITE SHIELD 4 SILL SEALER vllvAl:iJ,,:::v:vt,v'I,vvvvv.,,v t,v A,�„ NEW %" � ANCHOR BOLTS SET @ 36" D.C. INTERIOR FINISH INTERIOR FINISH ' ,1:'`r�', :'Y,,�1 1 t i!1,/.Y,i 1 i A ,� - �tt:v:l�AA' . W/ (2)2X4" ACO WOOD SILL PLATES W/ 5 11 „ " EXIST F.J. @ 16" O.C. - EXIST F.J. @ 16" O.C.- EXIST /a 0 ANCHOR BOLTS SET @ 36 O.C.- - EXI5T %" 0 ANCHOR BOLTS SET @ 36" 0 TERMITE SHIELD 4 SILL SEALER W/ 2 2X4 ACO WOOD SILL PLATES W/ II EXIST F.J. @ 16 O,C, - O 11 :, EXISTING FOUNDATION TO - EXISTING SLAB TO - - EXISTING BEAM TO EXISTING BEAM TO W/ (2)2X4 ACO WOOD SILL PLATES W/ REMAIN REMAIN REMAIN REMAIN TERMITE SHIELD 4 SILL SEALER TERMITE SHIELD B SILL SEALER - EXIST %" 0 ANCHOR BOLTS SET @ 36" O,C, ____ EXISTIN FOUNDATION TO G EXISTING FOUNDATION TO - W/ (2)2X4" ACO WOOD SILL PLATES H/ REMAIN NEW 2" PC. SLAB w/ 6X6 w1.1 6 NIL --- EXISTING FOUNDATION TO EXISTING SLAB TO ---- EXISTING FOUNDATION TO REMAIN TERMITE SHIELD f SILL SEALER POLYETHYLENE VAPOR BARRIER. REMAIN REMAIN REMAIN (SCREEN COAT) �- CONCRETE FOUNDATION CONSTRUCTION - 8" WIDE POURED CONCRETE FOUNDATION - FOUNDATION TO SIT ON W'X 8" DEEP FOOTING TO BEAR ON UNDISTURBED SOIL MIN, 36" BELOW ADJACENT GRADE - CONCRETE PARGE COAT ABOVE GRADE EXISTING SLAB TO --- - ASPHALT WATERPROOFING BELOW GRADE REMAIN 22Oca FLUSH - SIMPSON STRONG- - CONCRETE TO BE 3000 PSI MIN. - #5 HORIZONTAL REBAR @ 12" O.C. W/ MIN 3" EMBEDMENT CORNER STUD CORNER STUD MOUNTED TIE NIGH WIND- II " I • ' � CONNECTED TO � CONNECTED TO HANGERS FOR RESISTANT COILED - #5 VERTICAL REBAR @ 36 O,C. N. MIN 3 EMBEDMENT 11 TRANSFER SHEAR N JOISTS NW Ilgo STRAP C520 #20 GA. - (3)45 REBAR CONTINUOUS IN FOOTING H/ MIN, 3 EMBEDMENT _ TRANSFER SNEAK OR HU 12ga (14-SD TOTAL NAILED.NOTE — PROVIDE ROOF VENTILATION AS PER R80C OF THE 2015 I .R.G.. - 8"m ANCHOR BOLTS @ 36" O.C.oc2-16d COMMON 2-16d COMMON (WHEN NW IS TO EA, END OF STRAP NAIL AT 6" O.C. � NAIL AT 6" O,C. VENTILATION OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT NOT AVAILABLE) ON ALIGNED STUDS) II III FOR DBL JOISTS II• I ' P T SIMPSON STRONG-TIE M T MA IMM NIN A R WIRE MESH WIC"H 8 MINIMll O 4 X U O E G5. OT L NET F EE w/o FLITCH '� VENTILATING AREA SHALL NOT BE LESS THAN I TO 150 OF THE AREA OF PLATE NNB ORS -- SIMPSON STRONG-TIE - HOLDOWN 4 TENSION HOLDOWN � TFN51ON TIE NDU5-SDS2.5 #14 SPACE VENTILATED. WHERE EAVE OR CORN I CE VENTS ARE INSTALLED, ;r HGLT 7ga FOR TIE (2) NDU5-SD52.5 ,---I; GA. (14-5DS y" x 2�° INSULATION SHALL NOT BLOC,< THE FREE FLOW OF AIR. A MINIMUM OF I INCH ALL OTHER - , BEAMS -WHEN STUDS ARE ---'- {,;� ' ��\ #14 GA. (14-SDS y" X �,r' „ ���\ SCREWED TO MIN. DBL. SPACING SHALL BE PROM DED BETWEEN THE INSULATION AND THE ALIGNED USE 2�" SCREWED TO MIN, STUD) (�" 0 ATR. ROOF SHEATHING AT THE LOCATION OF THE VENT. CONTINUOUS STRAPS DBL. STUD) (5/" � ALL ANCHOR BOLT MIN. 5 Y° FROM STUD TO STUD THREAD ROD FROM 2ND EMBEDMENT SET IN PREFORMED RIDGE VENT-- FLR. TO IST FLR. ACRYLIC TIE ADHESIVE) SCREEN SOLDERED --- PROM )E INSULATION BAFFLES ©- WALL STUD TO BAND JOIST CORNER POST BELOW) Q- JOIST HANGER CONNECTIONS OF - CORNER, END WALL, POST �- CORNER HOEDOWN TO FOUNDATION IN AN)` INSULATED RAFTER BAYS HOLDOWN FROM FLOOR TO FLOOR JOIST 2"HOLE @ 6"O.C• SIMP50N STRONG- FLOOR (TYP, CLEAT @I2"OC -- TIE NIGH WIND- ---- RIM JOIST �� RESISTANT RIDGE 51MP50N STRONG- -- - -- - - - - -- - CCQ 16-SDSI/ 4x2 Y2- SHINGLES-- G®NTRACTOR TO PROVIDE - _ _- STRAPPING C520 -- a DECKING TIE NIGH WIND- FASTENERS TO BEAM #20 GA. (14-8D -- ACQ D,J. @ 16" O.C. STRAP CS20 #20 GA, I FASES15TANT COILED pEN1ERS2T0 POS 14 INSTALL GABLE END VENTS TOTAL NAILED ON T MECHAN I GAL GJ,/CJ'�'EM SUITABLE - RAFTER TO RAFTER / (14-8D TOTAL NAILED 51MP50N STRONG TIE BENT ACROSS TO EA, END OF STRAP ' �� �� ONS "STAND-OFF" AB SERIES FOR MINI ,500 G ATTIC. SPACE RIDGE) ONLY BEND - - - STUDS TO RIM OR SECURED W/ 5/8" PC STRAP ONCE STUDS TO HEADER) EMBEDDED ANCHOR - RIDGE VENT- DETAIL "J-BOLT" (MAX85) R2 - 5CALE:I/2" = I'-0" -PROVIDE ONE STUD \ ABOVE HEADER IN HANGER Z-MAX LINE W/ ONE JACK 1 I \ -2"0 ANCHOR BOLT @ 16" O.C. STUD BELOW \ STAGGERED l A - RIDGE TENSION STRAPS \.._(2)51LL PLATE :. \ CONC FOUNDATION WALL X. [f (� [(n� [� ONE STRAP PER V X LE� �z w N N V V I I D N �ETA I L JACK STUD FOR 3' CEILING 015T I - -- -- - - -- n = i_ a TO q' HEADERS DBL. O- EXTERIOR WOOD POST CONNECTORS SCALE: 1/2 ( O JACK STUDS FOR q' ASPHALT SHINGLES --- I OR MORE TRIPLE (AS PER OWNER) ON 15LB. FELT ON JACK STUDS ON 1/2" CDX PLYWD. ROOF RAFTER 51MPSON STRONG ON 2x10 R.R. @16" O.C. - TIE RRcaNECTiE © - HEADER UPLIFT CONNECTION H2A #IS GA. (5-8D X 1 Y" NAILED TO PROP. EXT. WALL W/ ..... : : '��" � STEEL COLUMN W/ 8 X 8 X I/4" / STEEL BOTTOM 4 TOP PLATE (TYP) --- - -_-- I • • z WD. STUDS (PROVIDE i DRIP EDGE RAFTER/ TRUSS " " 111 BLOCKING ) INSULT. IF REQ D.; V.I.F.) STEEL BEAM 8 X 8 X 2 STEEL TOP PLATE WITH - M S -- L FOR SIZE) THROUGH FLANGE 2 8D X 1 y" NAILED TWO TNRU BOLTS UGN F G ( z i WELD COLUMN TO BASE AND TOP (SEE PLAN E S TO PLATES) (5-8D (I) 2X8 ACQ LEDGER PLATES ON BOTH SIDES FASCIA. SOFFIT VENT- - - - - - - - - - - - X I%" NAILED TO ' To BE Y2"O LAG BOLTED STUD " 1/2"0 ANCHOR BOLTS GRACE; ROLLED ICE _ = ) 12 STAGGERED ALL @ 16 O.C. CONCRETE FOOTING WATER SHIELD SELF 21_0' 32"0 STEEL COLUMN ADHERED MEMBRANE - - - - FASCIA - "0 TNRU BOLTS CONNECTING-- - NEW 2X6 RR @ 16" O.C.O,C, n li - TOP PLATES TOP PLATE AND FLANGE (3)#5 REBAR5 EACH WAY------ (TYP OF 4) EXTERIOR FINISH AS PER -- JJ--=-tf ELEVATION ON TYVEK BLDG. _ ,I � � J � 1 � , SOFFIT --- -- DRY WALL - NEW 2X4 CT @ 16 O.C. PAPER OR 15LB. BUILD. PAPER SEE PLANS OR EQUAL, ON 1/2" PLYWOOD _ CD LV N AND MEAM W N N EUI D N �ETAI L SHEATHING ON 2x4 WD. STUDS , 0 - ROOF SKIRT DETAIL COLI�IMN BASE DETAIL - - @ 16 oc W/ R-15 BATT IN5ULAT. _ - - H/ VAPOR BARRIER AND 1/2 ® - ROOF RAFTER TO TOP PLATE STUD SCALE:N,T.S. SCALE:N,T,S, GNB ON INTERIOR SIDE REVISIONS TO PRELIMINARY DRAWINGS: RE\/ISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: `eRl� nrrr `�'0� SHEET TITLE PRELIMINARY PLANS # DATE: BY: # DATE: 8Y: # DATE: BY: a�.t� E()..�y_` /// Q� T� Rt 1 4-6-20 AS PER OWNER N.M. I I ® ` .��cat��S Al +�+.•'4;+ PROJECT NAME SGANAPI00 RESIDENCE OVERHANG/ [ VENT 2 5-5-20 AS PER OWNER M.M. 2� D3 3 3 750 VISTORIA DR.SOUTHOLD,NY-1111 W ICE WAT .R SHIELD DETAIL I �� SCALE: 1/2" = I�-��� 4 07.16.20 REVISE DESIGN ATK 4 4 � A '� 4� <<, �'� � ' �~ OYSTER BAY DRAFTING SHEET No. SCALE:NTS AND ARCHITECTURE, P.G. DATE: 5-13-20 �••..••.r� A ``` �d 4• Ip i, .IN., zlz 1 68 WE scA A5 N ���f�rl�W��` � • • AIN STREET OYSTER BAY, N.Y. 1171 -- -- --- --__ _ - 6 C 6 �o � �°.v�� � STM of ti LE: NOTED BY: MY ��51111��� WEB: WWW.OY5TERB YF N PRA6.�M��MAI�ARGHIEC O�TERBAYDRAFTIN6.GOM JOB NO: 20040 llU IIS r- -.- - I 2 - NEW METAL ROOF NEW METAL ROOF - - - - - - - - - - - � I I IIII I -- • , I ! III I I I I I I I — -- -! NEW BOARD If BATTEN ILLI IN IS D G I • I I r I NEW 2"x8" I I I I I I I NEW HEN — E I I I I I NEW BOARD � BATTEN I " Il : I - - SIDING I I I I INEW w I ' I I I I I I I I I I I I I I II I 0 7' I I x N I I II 4 I I n, - I I I oI o LLAN W 4ITNICK POURED CONCRETE SLAB 3 li �n z I I I .• I - r T. N N II I I GRADE W/ 6X6 WIRE MESH, 6 MIL N NEW I I ' - POLYETHYLENE VAPOR BARRIER. BARN GRADE GRADE I I I , NEW 211x811 RE @ 16" O.C. NEW 21'x8" RE @ 16" 0C rn � I •� I I ' • I ,. --- LINE OF NEW FNDN. I -- ---LINE OF NEW FNDN. - - - - - - - - - - - - - - - - - - ]' - - - - - - - - - - - - - - - - - - - �� o 0 -NEW 2"x4" CT @16" OC OBARN FRONT ELEVATION — - — I -. I I `. I SCALE: 1/4" = 1'-0" I BARN SIDE ELEUA�ION I � � I a. I - - - - - - - - - - - - - — — — — — — — — — — — — — --- - 141-011 141-011 12 I I q I NEW METAL ROOF NEW METAL ROOF--- ------- CONCRETE FOUNDATION CONSTRUCTION NEW BOARD 4 BATTEN RARN FLOOR PLAN- 8" WIDE POURED CONCRETE FOUNDATION B SIDING - FOUNDATION TO SIT ON 16"X 8" DEEP FOOTING TO BEAR ON SCALE:1/4"= -0" UNDISTURBED SOIL MIN, 36 BELOW ADJACENT GRADE PARGE COAT ! aOVE GRADE Ln - ASPHALTS AT RPROOFINGBBELOW GRADE NEW BOARD f BATTEN I - CONCRETE TO BE 3000 PSI MIN. I ' SIDING - #5 HORIZONTAL REBAR @ 12" O.C. W/ MIN 3" EMBEDMENT it - #5 VERTICAL REBAR @ 36" O.C. W. MIN 3" EMBEDMENT - (3)95 REBAR CONTINUOUS IN FOOTING W/ MIN. 3" EMBEDMENT I 1 e"� ANCHOR BOLTS @ 3611 O.C. I I I I I ! I I GRADE GRADE GRADE ILL GRADE I _ on--- LINE OF NEW FNDN. LINE OF NEW FNDN. I - — — — — - - - - - - - - - - \ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � BARN FRONS ELEVATION SCALE: I/4" = I'-0" BARN SIDE ELEVATION SCALE: 1/4" = I'-0" REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO F=INAL DRAWINGS: MUNICIPALITY AMENDMENTS: �Naaialt// SHEET TITLE ' # DATE: BY: # DATE: BY: # DATE: BY: eee�! tiEt7 ���I o a PRELIMINARY PANS 1 4-6-20 AS PER OWNER M.M. I Cy Y ,( fpa a PROJECT NAME SGANAPIGO RESIDENCE <t,� • T 2 5-5-20 AS PER OWNER M.M. 2 2 750 VISTORIA DR.,S0UTH0LD,NY-111T 4 07.16,20 REVISE DESIGN ATK 4 4 t 2� ti 4 ' .+ OYSTER BAY DRAFTI NCS SHEET No. 5 ': " =3, ok AND ARGHITEGTURE, P.G. DATE: 3-18-20 t�. �p �.4 �` �I din enfi"1„� 6 ( ( ®` ,���"�> 29•°� a�� �d 1°'" 68 WEST MAIN STREET OYSTER BAY, N.Y. II7"11 SCALE: AS NOTED of tap ;yoJ�o ee° !� Il°� °�9 (516) 122-5876 (SAX) q�2-6235 BY: /r►aaaao®�� WEB: 16M.OYSTERBAYDRAFTINO.GOM EMAIL: ARGHITEG,T@OY5TERBAYDRAFTIN6.GOM JOB NO:20040 ll GENERAL 5ATH NOTE: 5MOKE ALARM 4 F I RE RE515TANCE GENERAL NINDON NOTE5: GENERAL ELECTRICAL NOTE5: GENERAL FL1JM5IN6 NOTE5: FRAMING DETAIL FOR HURRICANE TIES NAILING SCHEDULE GAP/RE-ROUTE PLUMBING LINES AS I� GAR50N MONOXIDE EGUIREMENT5: - ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP - WIRING METHODS SHALL BE IN ACCORDANCE WITH E57OL2 WOOD FRAME CONSTRUCTION MANUAL: TABLE 31 - REQ'D FOR NEW FIXTURES/ FIXTURE ALARM NOTE5: RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN OF THE 2010 NYS RESIDENTIAL CODE. ALLOWABLE - SHOWERS AND SHOWER/TUB COMBINATIONS NAILING SCHEDULE LOCATIONS A5 SHOWN. (PER SECTIONS 8514 4 8515 OF THE - PROVIDE (1) LAYER 5/5"TH. TYPE-X 5TANDARD5 SHEET. APPLICATIONS FOR WIRING METHODS SHALL BE IN SHALL EQUIPPED WITH CONTROL VALVES OF GWB ONE (I) HR RATED ON ALL ACCORDANCE WITH TABLE 2701.4 OF THE 2010 NYS THE PREES5 SURE BALANCE, THE THERMOSTATIC NUMBER OF NUMBER OF 015 I.R.Ca MIXING OR THE COMBINATION PRESSURE JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING - PROVIDE GFI OUTLET(S) IN INTERIOR WALLS AND CEILING OF - ALL PROPOSED WINDOWS TO BE ANDERSEN "400" SERIES, MIN 18" RESIDENTIAL CODE. GENERAL INSTALLATION AND SUPPORT BALANCE/THERMOSTATIC MIXING VALVE TYPES LOCATIONS AS SHOWN (1-0 BE - SMOKE ALARMS AS SHOWN ON GARAGE FROM FINISHED FLOOR TO TOP OF SILL/ BOTTOM EDGE U.O.N. REQUIREMENTS FOR WIRING METHODS SHALL BE IN ROOF FRAMING ACCORDANCE WITH TABLE E3702.1 OF THE 2010 NYS WITH HIGH LIMIT STOPS VERIFIED BY OWNER). COORDINATE THESE PLANS SHALL BE INTERWIRED/ RAFTER TO TOP PLATE TOE-NAILED SEE TABLE#1,4A SEE TABLE 3,4A PER RAFTER CEILING REGE55ED LIGHTING, WALL INTERGONNEGTED BETWEEN THE - PROVIDE (I) LAYER 5/8"TH. TYPE-X - ALL UPLIFT CONNECTORS 4 NAILING SHALL BE IN ACCORDANCE W/ RESIDENTIAL CODEMOUNTED VANITY LIGHTII�IG CEILING BASEMENT, IST FLOOR 2ND FLOOR IN GWB ONE (I) HR RATED ON ALL THESE PLANS, ALL LOAD PATHS SHALL BE AT EVERY EXTERIOR WALL - ALL POTABLE WATER OPENINGS AND OUTLETS CEILING J015T TO TOP PLATE TOE-NAILED SEE TABLE SEE TABLE 3,4A PER JOIST CEILING JOIST TO PARALLEL RAFTER FACE-NAILED SEE TABLE SEE TABLE 3,qA EACH LAP SHALL BE PROTECTED BY AN AIR GAP, EXHAUST VENT REQUIRE��IENTS W/ SUCH A MANNER THAT THE ACTUATION CEILINGS OF FINISHED CELLAR STUD FROM FOUNDATION TO RIDGE. - EACH NEW APPLIANCE FOR KITCHEN 4 LAUNDRY AREAS CEILING J015T LAPS OVER PARTITIONS FACE-NAILED SEE TABLE 3,qA SEE TABLE 3,qA EACH LAP ATMOSPHERIC TYPE VACUUM BREAKER, PRESSURE OF ONE ALARM WILL ACTIVATE ALL OF SHALL HAVE A DEDICATED CIRCUIT, MIN 20 AMP CAPACITY COLLAR TIE TO RAFTER FACE-NAILED SEE TABLE 3,6A SEE TABLE 3,6A PER TIE OWNER (ALL FIXTURES SHALL BE U.L. - ALL NEW/PROPOSED EXTERIOR WINDOWS AND GLASS DOORS (VOLTAGE A5 PER MFR'S REQUIREMENTS AS PER SECTION. TYPE VACUUM OR HOSE CONNECTION BACK FLOW BLOCKING TO RAFTER TOE-NAILED 2- 8d 2- IOd EACH END THE ALARMS IN THE INDIVDUAL UNIT. - PROVIDE (I) LAYER 5/8"TH. TYPE-X LISTED 4 SUITABLE FOR BATHROOM DE5IGNED TO RE515T WIND LOADS SPECIFIED IN-2015 I.R.G. FIGURES ALL "SMALL APPLIANCE RECEPTACLES" IN KITCHEN PREVENTER RIM BOARD TO RAFTER END-NAILED 2- 16d 3- 16d EACH END LOCATIONS). THE THE ALARM SHALL BE CLEARLY GWB ONE (I) HR RATED ON ALL AUDIBLE IN ALL BEDROOMS OVER INTERIOR WALLS AND CEILING OF R3012(4)A $ 83012(4)8 AND ADJUSTED FOR HEIGHT AND EXPOSURE LOCATIONS SHALL BE WIRED TO A MINIMUM OF TWO (2) WALL FRAMING - SEPARATE SHUTOFF VALVES WILL BE PROVIDED BACKGROUND NOISE LEVELS W/ ALL AS PER TABLE R5012.1.5. ALL UNITS TESTED AND APPROVED BY DEDICATED 20 AMP CIRCUITS AS PER E5501.3 OF THE 2010 TOP PLATE TO TOP PLATE FACE-NAILED 2- 16d' 2- 16d' PER FOOT - PROVIDE GEMENTITUOLS MECHANICAL ROOM FOR EACH BATHROOM AND KITCHEN "WONDERBOARD" TILE BACKERBOARD INTERVENING DOORS CLOSED. ONE INDEPENDENT LABORATORY AND HAVE LABELS POSTED FOR REVIEW RES CODE OF NYS. TOP PLATES AT INTERSECTIONS FACE-NAILED 4- 16d 5- 16d JOIST - EACH SIDE IDENTIFYING THE MANUFACTURER PERFORMANCE CHARACTERISTICS STUD TO STUD FACE-NAILED 2- 16d 2- 16d 24" O.C, , „ �� CENTRALIZED ALARM HORN FOR ALL - PENETRATIONS THRU WALLS $ - DRAIN WASTE AND VENT PIPING AND FITTING HEADER TO HEADER FACE NAILED 16d 16d 6' O,C, ALONG EDGES OR I/2' GREENBOARD GWB; AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH - PROVIDE ARG-FAULT CIRCUIT-INTERUPTER PROTECTION FOR SMOKE DETECTORS 15 REQUIRED. TOP OR BOTTOM PLATE TO STUD END-NAILED SEE TABLE 3,5A SEE TABLE 3,5A PER STUD CONTINGENT UPON OWNEIR FINAL FINISH CEILINGS BETWEEN THE GARAGE AND REQUIREMENTS OF AAMA/NWWDA 101/1/5/2 ALL NEW CIRCUITS AS PER SECTION E3803.11 OF THE 2010 MATERIALS SHALL COMPLY WITH TABLE TABLE REQUIREMENTS, COORD. W/ OWNER. ADJACENT AREAS SHALL BE RES CODE OF NYS. 1`5002.1(1), TABLE P5002.1(2) 4 TABLE P5002.5 OF BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T, 2- I6d'' 2- I6d•' PER FOOT - CARBON MONOXIDE ALARMS AS PROTECTED BY FILLING THE OPENING THE 2015 I.R.G. ENDJOIST OR BLOCKING FACE-NAILED - ALL NEW FINISHES, SURFACES, SHOWN ON THESE PLANS SHALL BE AROUND THE PENETRATING ITEM WITH - ALL OPERABLE WINDOWS HAVING SILLS LE55 THAN 24" ABOVE THE INTERWIRED/ INTERCONNECTED APPROVED MATERIAL TO RESIST THE FINISHED FLOOR AND GREATER THAN 12" ABOVE THE FINISHED - PROVIDE MIN. ONE (I) WALL SWITCH CONTROLLED LIGHTING FLOOR FRAMING ACCESSORIES$ REQ'T5 TO BE - THE ENTIRE PLUMBING SYSTEM SHALL BE BETWEEN THE BASEMENT, 15T FLOOR 4 FREE PASSAGE OF FLAMES $ GRADE OR OTHER SURFACE BELOW ON THE BUILDING 5 EXTERIOR OUTLET IN EACH HABITABLE ROOM, ALL EGRESS EXTERIOR JOIST TO SILL TOP PLATE OR GIRDER TOE-NAILED 4- Sd 4- Od PER JOIST COORDINATED BETWEEN CONTRACTOR 2ND FLOOR IN SUCH A MANNER THAT SHALL BE FITTED WITH "FALL PREVENTION DEVICES" (HAVING LOCATIONS, GARAGE DOOR LOCATION 4 AS ADDITIONALLY TESTED IN ACCORDANCE WITH 1`2503 OF THE 2015 BRIDGING TO J015T TOE-NAILED 2- 8d 2775 d EACH END $ OWNER. PRODUCTS OF COMBUSTION AS PER I.R.G. THE ACTUATION OF ONE ALARM WILL SECTION R302.5 OF THE 2015 I.R.G. OPENINGS THAT DO NOT ALLOW A 4" DIAMETER SPHERE TO PA55 NOTED PER SECTION E5803.0 OF THE 2010 RES CODE OF BLOCKING TO JOIST TOE-NAILED 2- 8d 2- IOd EACH END - ALL BATHROOM CEILING EXHAUST WILL ACTIVATE ALL OF THE ALARMS IN THROUGH THE OPENINGS WHERE THE OPENING 15 IN ITS LARGEST OPEN NYS. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3- 16d 4- 16d EACH BLOCK VENTS $ KITCHEN RANGE HOOD TO BE THE INDIVDUAL UNIT. - FIRE-BLOCKING SHALL BE INSTALLED POSITION) THAT COMPLY WITH A5TM F 2080 AS PER SECTION R5122 - ALL HEATING, VENTILATING AND AIR CONDITION LEDGER STRIP TO BEAM FACE-NAILED 3- 16d 4- 16d EACH JOIST - ELECTRICIAN SHALL CONFIRM THAT AT LEAST ONE 5Y5TEM5 AND WORK MUST BE INSTALLED IN JOIST ON LEDGER TO BEAM TOE-NAILED 3- 8d 3- Od PER J015T VENTED THRU TO EXTERIOR WALL W/ 4" BETWEEN ALL STORIES $ BETWEEN TOP OF THE 2015 I.R.G. THERMOSTATE 15 PROVIDED FOR EACH SEPARATE HEATING 4 ACCORDANCE WITH CHAPTERS 15--24 OF THE 2015 BAND JOIST TO J015T END-NAILED 3- I6d 4- 16d PER J015T DIA. GALVANIZED DUCTWORK (OR STORY 4 ROOF SPACE. FIRE- I.R.G. AND PER ALL LOCAL RULES, REGULATIONS BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2- 16d' 3- 16d' PER FOOT STA I RCA5E BLOCKING SHALL AL50 BE INSTALLED - ALL EXTERIOR WALL5 ARE CONSTRUCTED AS TYPE I SHEAR WALL5 000LI NG SYSTEM A5 PER THE REQUIREMENTS NOTED FOR SIZED AS OTHERWISE SPECIFIED IN AND SPECIFICATIONS PER THE LATEST EDITION OF IN CONGEALED SPACES OF STUD (1/2" PLYWD SHEATHING, W/ 8D COMMON NAILS (P6"OC EDGE 4 12"OC COMPLIANCE WITH SECTION 1103 OF THE 2010 RES CODE OF ROOF SHEATHING MANUFACTURERS SPECIFICATIONS), REOU I REMENT5: THE NATIONAL FIRE CODE. ALL JOINTS SEALED/WR.APPED W/ FOIL WALLS $ PARTITIONS, INCLUDING FIELD AS SPECIFIED IN SECTION 3.4.42. IN THE AMERICAN FOREST $ NYS. STRUCTURAL PANELS Sd IOd SEE TABLE 310 TAPE. PROVIDE E DUCT HOOD W/ (PER SEG. R511.7 OF THE-2015 I.R.C) FURRED SPACES, PARALLEL ROW5 OF PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL, DIAGONAL BOARD SHEATHING - ALL MECHANICAL SYSTEMS. EQUIPMENT w i, n r STUDS OR STAGGERED 5TUD5 $ AS THEREFORE ALL CONTINUOUS EXTERIOR WALLS SHALL BE - CONTRACTOR TO COORDINATE ALL LIGHTING I'X 6 OR I X 6 2- 8d 2- IOd PER SUPPORT DAMPER; SECURE TO DUCT WORK W/ _ APPLIANCES ETC MUST BE LISTED AND LABELED , „ - MIN. 36 CLEARANCES (INCLUDING REQUIREMENTS WITH OWNER. PROVIDE ARTIFICIAL I'X 10 OR WIDER 3- 8d 3--1- SEALANT PER SUPPORT SEALANT $ AS PER MFF:', ADDITIONALLY NOTED IN SECTION CONSIDERED 5HEARWALLS $ ARE IN EXCESS OF THAT REQUIRED BY AND INSTALLED A5 PER THE MANUFACTURER'S FOR LANDINGS; LANDING FACES MUST R502.11 OF THE 2015 I.R.G. THE CODE. ALL REQUIRED 5HEARWALL 5EGMENT5 SHALL BEA ILLUMINATION SOURCES (MIN. AVG. ILLUMINATION: 6FG) WITH CEILING SHEATHING SPECIFICATIONS. SPECIFICATIONS, LISTING/LABEL AND THE GODS ADDITIONALLY BE AS WIDE AS WALIL 5WITGHES IN ALL HALLWAYS BATHROOMS, WALK-IN MINIMUM OF 28 WIDE FOR 8 -O HIGH WALLS, 31 FOR g -O HIGH, 35 � PER M1303 OF THE 2015 I.R.G. GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD STAIRCASE BEING "SERVED" IF SUCH 15 - DRAFT-STOPPING SHALL BE FOR 10'-0" HIGH, 4 Be)" FOR 11'-0" HIGH EXTERIOR WALLS AS PER THE CLOSETS, 4 CELLAR SPACES. REFER TO "ELECTRICAL NOTES" - CONTRACTOR TO PROVIDE NEW GREATER THAN 36") WALL SHEATHING INSTALLED IN COMBUSTIBLE REQUIRED ASPECT RATION OF 5HEARWALL SEGMENTS. SECTION ON SHEET GREENBOARD/ OR GEMENT BOARD N-I FOR ADDITIONAL ELECTRICAL REQUIREMENTS - THE MAXIMUM WATER CONSUMPTION FLOW RATES STRUCTURAL PANELS 8d IOd SEE TABLE 3,11 CONSTRUCTION WHERE THERE 15 FIBERBOARD PANELS AROUND BATHTUB/ SHOWER WALL AS AND QUANTITIES FOR ALL PLUMBING FIXTURES AND - MIN. 10" TREAD DEPTH (NO USABLE SPACE BOTH ABOVE $ BELOW - A5 PER 2015 I.R.G., SECTION 8308: FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH PER 2015 I.R.G. R3072 7/16' bd ' - 3" EDGE / 6" FIELD DIFFERENTIAL GREATER THAN 3/5" THE CONGEALED SPACE OF THE ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS (PAGING WET - ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE TABLE 1`2701.1 OF THE 2015 I.R.G. r _ n - - _ n- -n- --- - BETWEEN ANY TREADS) FLOOR-CEILING ASSEMBLY 50 THAT SURFACES"; IN GUARDS 4 RAILS; ADJACENT TO STAIRS/ RAMPS; AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT 25/32 8d - 3 EDGE / 6 FIELD - ALL PROPOSED PLUMBING WORK CONFORMANCE TO THE NATIONAL ELECTRICAL CODE GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE / 0 FIELD THE AREA OF CONGEALED SPACE ADJACENT TO THE BOTTOM STAIR LANDING; FRONT DOOR HARDBOARD 8d 8d SEE TABLE 3. SHALL UPHOLD THE PROTECTION OF - THE WATER SUPPLY FOR DISHWASHERS SHALL MAX. 7-3/4" RISER HEIGHT (NO DOES NOT EXCEED 1,000 5F. PROVIDE SIDELIGHTS) SHALL BE PROVIDED WITH MANUFACTURER'S OR GOVERNING MUNICIPALITY AND NFPA 72. 11) THE POTABLE WATER SUPPLY AS PER BE PROTECTED BY AN AIR AP OR INTEGRAL BACK PARTICLEBOARD PANELS 8d 8d SEE MANUFACTURER P2g02.1 THROUGH P2g0-2.6.1 OF THE DIFFERENTIAL GREATER THAN 3/8" DRAFT-5TOPPING INTO APPROX. EQUAL INSTALLER'S LABEL, DESIGNATING THE TYPE $ THICKNESS OF GLASS FLOW PIREVENTER AS PER SECTION 1`2717.1 OF THE DIAGONAL BOARD SHEATHING 2015 I.R.G.; PROVIDE Bf�GKFLOW ALL WIRING FOR NEW 5WITGHES, FIXTURES, AND RE-GIRGUITING BETWEEN ANY RISERS) AREAS AS PER SECTION R502.12 OF $ THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH I5 - CONTRACTOR SHALL INSTALL, FPER OWNERS DIRECTION, 2015 I.R.G. I'X 6' OR I"X 8" 2- 8d 2- IOd PER SUPPORT - - - PREVENTER" WITH INTERMEDIATE THE 2015 I.R.G. V151BLE IN THE FINAL INSTALLATION. LABELS SHALL BE ACID ETCHED, Ir X 10„ OR WIDER 3- 8d 3- 10d PER SUPPORT NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING ATMOSPHERIC VENT. - NO VERTICAL OPENINGS IN RISERS SANDBLASTED, CERAMIC-FIRED, EMBOSSED MARK, OR SHALL BE OF - THE DISCHARGE OF CLOTHES WASHING (I.E. SPACES) GREATER THAN 4” - ALL WALL AND CEILING FINISHES A TYPE WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING OF EXISTING FIXTURES AND LABELING OF CIRCUIT BREAKERS MACHINES SHALL BE THROUGH AN AIR BREAK AS WALL SHEATHING PER SECTION R505 OF THE 2015 SHALL HAVE FLAME SPREAD INDEX DESTROYED. NO AFFIDAVIT LETTERS WILL BE ACCEPTED FOR TO INDICATE CIRCUIT USE; FURNISH NFBU CERTIFICATE AT OF THE PER STRUCTURAL PANELS 1`2718.1 2015 I.R.G. I.R.G., MIN 24-'CLEARANCE REQUIRED MAX. 4"oc SPACING BETWEEN NOT GREATER THAN 200 A5 PER HAZARDOUS GLAZING AS PER THE 2010 RESIDENTIAL CODE OF NEW COMPLETION OF WORK. I' OR LE55 'I 8d _IOd_ 6' EDGE / 12' FIELD BALUSTERS; MIN. 54" TO MAX. Be)" HT SECTION R302.g.1 OF THE 2015 I.R.G. YORK STATE. - PROVIDE NON AB50RBANT SURFACE AT TUB GREATER THAN I IOd Ibd 6' EDGE / 6" FIELD IN FRONT OF SHOWER OI ENING - CONTRACTOR SHALL VERIFY WITH THE OWNER, LOCATION DIAGONAL BOARD SHEATHING HANDRAIL AND SHOWER AS PER 83072 OF THE 2015 I.R.C. - F.P.S.C.20 (GARAGE-TO-DWELL'G ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS (MASTER BATH AND QUANTITY OF LIGHTING FIXTURES AND 5WITGHE5 I'X 6" OR I'X 8' 2- 8d 2- IOd PER SUPPORT PER SECTION R505 OF THE 2015 " ,� -- - - --- - - MIN. 6'-8" VERTICAL HEADROOM AREAS): FIRE PROOF SELF-CLOSING 5HOWER; FRONT DOOR SIDELIGHTS) SHALL BE PROVIDED WITH - SPACING BETWEEN BATHROOM FIXTURES TO I'X 10 OR WIDER 3- 8d 3- IOd PER SUPPORT I.R.G., MIN 15" REQUIRED BETWEEN CENTER-LINE OF WATER CLOSET CLEARANCE THROUGHOUT DOOR W/ MIN.20 MINUTE RATING PER MANUFACTURER5 OR IN5TALLER5 LABEL, DESIGNATING THE TYPE $ COMPLY WITH FIGURE R3O PRIOR TO PROVIDING BID ON PROJECT. I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED O.C.AT THE PANEL EDGE. IF WALL SHEATHING 15 NAILED 3'O.C.AT THE PANEL EDGE TO OBTAIN - CONTRACTOR MUST VERIFY WITH HI5 LICENSED 7.I OF THE 2015 I.R.G. 6'HIGHER SHEAR CAPACITIES NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR ALTERNATE CONNECTORS SUCH As SHEAR PLATES SHALL (TOILET) AND ADJ. WALL.5 OR OTHER SECTION 302.5.1 OF THE THE 2015 I.R.G. THICKNESS OF GLASS 4 THE SAFETY GLAZING STANDARD WITH WHICH BE USED TO MAINTAIN THE LOAD PATH. DOUBLE FRAMING ALL-AROUND (APPROVED ALT: SELF-CLOSING SOLID IT COMPLIES, WHICH IS VISIBLE IN THE FINAL INSTALLATION. LABELS ELFGTRIGIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS 2. WHEN WALL SHEATHING 15 CONTwuous OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6d NAIL PER FOOT. REQARED FOR THIS PROJECT PRIOR TO SUBMITTING A BID. 3. CORRO51ON RE515TANT II GAGE ROOFING NAILS t I6 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. FIXTURES, $ MIN 21" CLEARANCE R Q D I IN FROM OF WATER CLOSET (TOILET). WOOD DOOR MIN 1-3/5" THICK) SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC-FIRED, EMBOSSED GENERAL LIGHTING NOTE5: - CONTRACTOR SHALL V.I.F. ALL MARK,OR SHALL BE OF A TYPE WHICH ONCE APPLIED CANNOT BE ALL LOAD PATH5 FROM FOUNDATION TO ROOF ARE CONTINUOUS t AT EVERY WALL STUD $ RISER/ TREAD DIMENSIONS $ TOTAL - F.P.S.G.-45 FOR MECHANICAL ROOM REMOVED WITHOUT BEING DESTROYED. NO AFFIDAVIT LETTERS WILL - CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS, RISER QUANTITY AT START OF "LIGHT DOOR INTO DWELLING/CELLAR BE ACCEPTED FOR HAZARDOUS GLAZING AS PER SECTION 8308 OF SUB-PANELS, ETC. FOR RELOCATION AS REQUIRED FOR THE CONTRACTOR TO COORDINATE ALL LIGHTING � PROJECT. CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT REQlJ1REMENTS WITH OWNER. PROVIDE ARTIFICIAL CENTRAL A� C CONSTRUCTION" $ PRIOR TO THE 2015 I.R.G.FABRICATION; COORDINATE ALL OF LOCATIONS IF NOT SHOWN ON PLANS, PRIOR TO ILLUMINATION SOURCES (MIN. AVG. ILLUMINATION: I, - ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATINGS AS PER DE51GN CRITERIA TABLE LOCATED ON GOMIMENGEMENT OF WORK $ BIDDING (5170) WITH WALL SNITCHES IN ALL HALLWAYS, DESIGN STANDARDS SHEET, NOTE5: INFORMATION/ DESIGN APPROVALS BATHROOMS, WALK-IN CLOSETS, 4 CELLAR SPACES. 2• - ALL EXTERIOR WALL5 ARE CONSTRUCTED AS TYPE I SHEAR WALLS (1/2" PLYWD SHEATHING, W/ BD COMMON NAILS Woc EDGE WITH OWNER REFER TO "ELECTRICAL NOTES" SECTION ON SHEET 12'oc FIELD AS SPECIFIED IN SECTION 3.4,4,2. IN THE AMERICAN FOREST 4 PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL, THEREFORE ALL CONTINUOUS EXTERIOR WALLS SHALL BE CONSIDERED 5HEARWALL5 4 ARE IN EXCESS OF THAT N-I FOR ADDITIONAL ELECTRICAL REQUIREMENTS I. PROVIDE "WHOLE HOUSE" - BUILDER SHALL FIELD-VERIFY REQUIRED BY THE CODE, ALL REQUIRED 5HEARWALL SEGMENTS SHALL BE A MINIMUM OF 28" WIDE FOR 8'-0" HIGH WALLS, 31" MECHANICAL VENTILATION SYSTEM LOCATIONS OF INSULATED WALL5 FOR q'-O' NIGH, 35' FOR I0-0' HIGH, 4 38" FOR 11'-0' HIGH EXTERIOR WALLS AS PER THE REQUIRED ASPECT RATION OF THAT MEETS THE REQUIREMENTS OF ABUTTING PG FOUNDATION/ STAIRCASE -ALL ELECTRICAL WORK SHALL BE CONFINED TO 5HEARWALL SEGMENTS. SECTION M1507.5 OF THE 2015 I.R.G., ON CELLAR, FIRST 4 SECOND STORY THE SPACE AND LOCATION ALLOWED FOR IT, AND 3, - ALL UPLIFT CONNECTORS 4 NAILING SHALL BE IN ACCORDANCE W/ DETAILS SHOWN, ALL LOAD PATHS SHALL BE AT EVERY CAPABLE OF SUPPLYING OUTDOOR LEVEL IN REGARD TO FUR-OUT SHALL BE IN STRICT CONFORMANCE TO THE EXTERIOR WALL STUD FROM FOUNDATION TO RIDGE, VENTILATED AIR OF 15 CUBIC FEET REQUIREMENT (D CELLAR LEVEL $ NATIONAL ELECTRICAL CODE, GOVERNING 4, - ALL NEW FIREPLACES, UNLE55 OTHERWISE NOTED, SHALL BE CON57RUCTED IN FIELD AS PER CHAPTER 10 OF THE RCNY5. ALL PER MINUTE (CFM) (78 L/s) PER MINIMUM 3'-0" WIDTH STAIR MUNICIPALITY AND NFPA 72. NEW FIREPLACES ARE TO BE PROVIDED W/ ASH DUMPS 4 FRESH AIR INTAKES, OCCUPANT ON THE BAS15 OF TWO REQUIREMENT (SINGE CELLAR STAIR 15 5, - ALL SKYLIGHTS TO BE CONSTRUCTED W/ LAMINATED GLASS, NO RETAINING SCREEN REQUIRED, PROVIDE (3) VO VENT HOLES - CONTRACTOR SHALL INSTALL, AS PER OWNERS AROUND SKYLIGHT. OCCUPANTS FOR THE FIRST BEDROOM CONTAINED" UNDER FIRST STORY DIRECTION, ALL WIRING FOR NEW 5WITGHE5, 6, - ALL WINDOWS 4 DOORS SHALL EITHER HAVE MANUALLY REMOVABLE STORM PANELS IN COMPLIANCE W/ ASTM E Iggb 4 1886 AS $ ONE OCCUPANT FOR E_AGH STAIR PERIPHERY). COORDINATE FIXTURES, AND RE-CIRCUITING NECESSARY TO MANDATED BY THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RE515TANCE IN IIOMPH WIND ZONES, CONTRACTOR ADDITIONAL BEDROOM. GENERAL FINAL STAIR LOCATIONS 4 ALLOW FOR ALL NEW WORK, ALL REWIRING OF TO PROVIDE NECESSARY DOCUMENTATION ON COMPLIANCE TO THE BUILDING DEPARTMENT, FOR GARAGE DOORS PROVIDE A RCKS INLAYED FLUSH INTO CONCRETE DRIVEWAY, -OR- 1/2"th PLYWOOD STRUCTURAL PANELS CONTRACTOR TO COORDINATE POSITIONING WITH STAIR EXISTING FIXTURES AND LABELING OF CIRCUIT ACCORDION DOORS W/ T , SHALL BE CONTROL ZONE REQUIRI=MENT5 WITH MANUFACTURER/ STAIR BREAKERS TO INDICATE CIRCUIT ,USE; FURNISH NFBU PROVIDED FOR EACH WINDOW 4 DOOR OPENING NOT EXCEEDING 8'-0' (IN THE SHORTEST DIRECTION) THE PLYWOOD SHALL EXTEND OWNER. SUBCONTRACTOR PRIOR TO CERTIFICATE AT COMPLETION OF WORK. A MIN OF 6" BEYOND THE ROUGH OPENING SIZES OF THE WINDOWS IN EACH DIRECTION 4 SHALL BE LABELED W/ THE FABRICATION 4 INSTALLATION IN CORRESPONDING WINDOW LOCATION, THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCESSIBLE LOCATION, 4 SHALL BE 2. GENERAL CONTRACTOR SHALL FIELD. RECEFTACLE L - CONTRACTOR SHALL VERIFY WITH THE OWNER, ACCOMPANIED BY ENOUGH 2-1/2' 98 WOOD SCREWS TO FASTEN EACH PANEL, SCREWS TO BE A MAXIMUM OF 12"a AROUND INSTALL ALL CENTRAL A.G. LOCATION AND QUANTITY OF LIGHTING FIXTURES PERIPHERY OF PANELS, WHEN FASTENING TO MASONRY WALLS, VIBRATION-RESISTANT ANCHORS SHALL BE U5ED(MIN 4g01b5 EQUIPEMENT AS PER MANUFACTURER'S WITHDRAWAL CAPACITY), ALL OF THE AFOREMENTIONED HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE RECEPTACLE LOCATIONS SHALL COMPLY WITH SECTION E3g0I,2 / FIGURE E3g0I.2 t AND 5WITGHES PRIOR TO PROVIDING BID ON HOME OWNER TO INSTALL, AS SPECIFIED, IN THE EVENT OF HIGH WINDS. SPECIFICATIONS. GENERAL �011NDAT10N PROJECT. 7, - ALL RAILINGS 4 GUARD RAILS SHALL BE BETWEEN 36" 4 38" IN HEIGHT, ALL HANDRAILS SHALL BE IN ACCORDANCE W/ 8315,2, 4 CONTRACTOR SHALL PROVIDE /�' I SECTION E3g01.4/ FIGURE E3g01,4 OF THE 2015 I.R.C. 21-plli� NO OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OFA 4" 0 SPHERE, UNLESS IT IS THE V151TNG BUILDING INSPECTOR WITH REOU I REMENT5: - CONTRACTOR MUST VERIFY WITH HIS LICENSED " J TRIANGULAR OPENING FORMED BY THE RISER TREAD 4 BOTTOM RAIL - WHERE A SPHERE 6 IN 0 MAY NOT PASS THROUGH, I � �� � �� � ��1 � �� OUTLET NOT REQUIRED (" I FACTORY LITERATURE/ GUT SHEETS �2-0 2-6 1-0 2-0 X 12„ --; ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SPECIFIC TO INSTALLED CENTRAL -ALL SPECIFIED P.G. FOUNDATIONS _, f _ A.G. EQUIPMENT AND VERIFY WHETHER COMPLY W/ 2015 I.R.G. CODE R404.1.1 O O SERVICE IS REQUIRED FOR THIS PROJECT PRIOR ( a1 h o xOUTLET WITNN OUTLET WITHIN _ THE INSTALLATION MEETS THE AND R405 GFI GFI GFI GFI 24" 24" T FIXED PANEL----- �g TO SUBMITTING A BID. POSTING NOTES: MANUFACTURERS, REQUIREMENT5 IN x - CONTRACTOR TO VERIFY LOCATIONS OF MASTS, -ALL SPECIFIED P.G. FOOTING COMPLY - I. PROVIDE SIMPSON STRONGTIE ZMAX GALV. POST STAND-OFF BASE AT REGARD TO INSTALLATION o -- — - FLOOR--- - - METERS, SUB-PANELS, FTG. FOR RELOCATION AS CLEARANCES, STRUCTURAL RECEPTACLE I.R.G. CODE R405.1 RECEPTACLE REQUIRED FOR THE PROJECT. CONTRACTOR MUST ALL "POST TO FTG OR FOUNDATION" CONNECTIONS (UNLESS POSTS BEAR SUPPORT/AFFIXMENT 4 ADHERENCE _ FOUNDATION WALL TO EXCEED 4" ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF DOWN ON EXISTING WOOD SILL PLATE; V.I.F.) TO MANUFACTURER'S REQUIREMENTS ' o NOT SHOWN ON PLANS, PRIOR TO COMMENCEMENT FOR FIRE-RESISTIVE MATERIALS IF ABOVE ADJACENT FINISHED GRADE AS 1-0„ - OF WORK $ BIDDING 2. POSTING FOR HEADERS ABOVE DOORS 4 WINDOWS (I.E. GARAGE PER R404.1.6 OF THE 2015 I.R.G. ---- r - REQUIRED (BY THE MANUFACTURER) IN o _ o SINK, RANGE OR COUNTER MOUNTED o - o DOOR OPENINGS) NOT SHOWN U.O.N.; PROVIDE KING/JACK STUD "POSTING" VICINITY OF THE CENTRAL A.G. " -' - DOWN TO EXISTING WOOD SILL PLATE. INSTALLATION WALLS, FLOOR $ COOKING UNIT EXTENDING FROM FACE `V _N ROOF. OF COUNTER + T _ _ O O OUTLET NOT WALL _----- 5. VERIFY IN FIELD ALL POST, PACKED STUD 4 LALLY COLUMN LOCATIONS 5. PROVIDE MIN. ONE (1) CEILING REQUIRED OUTLET WITHIN 24 - RECEPTACLE PRIOR TO INITIATING WORK. ALERT THE ARCHITECT Com? 5I6.g22.5q-16 OF - ------ --- ----- --- RECESSED I'X1' AIR SUPPLY DIFFUSER; X 1811 \ \ ANY DISCREPANCIES AS THIS MAY AFFECT BEAM LENGTHS. WHITE TRIM IN EACH FIRST 4 SECOND --x O O STORY ROOM AND HALL- LOCATIONS. - 4. STUDS SHALL BE A MIN. OF NO. 3 GRADE, STANDARD OR STUD GRADE o LUMBER AS PER SECTION 86022 OF THE 2015 I.R.G. 1 o - 4. PROVIDE "WHOLE HOUSE" AIR i RETURN CEILING REGE55ED VENT(,); CONTRACTOR TO COORDINATION1 �' GFI GFI GF 121_ou "� 61_011 ►i ����l�e�E a,��i' SHEET TITLE LOCATION(,) WITH OWNER. +► 'off'' %� ,�� 9 2'-0" 4'-0" 4'-0" SHALL - ---- —�--- Fq Q" ti PROJECT NAME 5. GENERAL CONTRACTORLu o I U L3 101 e h `�''��'a q SGANAPIGO RESIDENCE COORDINATION ALL AIR: SUPPLY AND N WITH CENTRAL FIGURE E � � a � �� ,;��' � d �� 750 VISTORIA DR.,SOUTHOLD,NY-I q71 RETURN LINES/RU 5 �"^ a'° a* • • OYSTER 8AY DRAETI NCS SHEET NO. A.G. 5UB-CONTRACTOR. SINK, RANGE OR COUNTER MOUNTED GENERAL USE RECEPTACLE DISTRIBUTION �•,. 1 `,,, � e• 11, i �� AND ARCHITECTURE,, P.G. DATE: 3-18-20 QD COUNTERTOP RECEPTACLES COOKING UNIT MOUNTED IN CORNER �� !�$ ::..� �.� rd°'I;";;, ; 3:1 a SCALE: AS NOTED O F _.-rw�t ®� d d � 0 9 ti 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 v '�®s1t1111e���` �' (516) q22-5g76 (FAX) q22-6235 � WEB: NNN.OY5TERBAYDRAFTING.GOM EMAIL: ARCHITECT@OYSTERBAYDRAFTING.COM JOB NO: 20040 �J��11 TABLE R602,3O (CONTINUED) TABLE R602,30) REFERENCE STANDARDS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS CLIMATIC t GEOGRAPHIC DESIGN CRITERIA DESCRIPTION OF BUILDING ELEMENTS NUMBER 4 TYPE OF SPACING OF DESCRIPTION OF BUILDING ELEMENTS NUMBER 4 TYPE OF SPACING OF ALL INFORMATION 4 SPECIFICATIONS SHOWN WITHING THESE DOCUMENTS REFLECTS NORMAL BUILDING PRACTICES 4 REFERENCES THE FOLLOWING PUBLICATIONS - FASTENER (a,b,c) FASTENERS FASTENER (a,b,c) FASTENERS • SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER MEAN WIND DE51GN 2020 INTERNATIONAL RESIDENTIAL CODE (2020 I,R.C.) GROUND FLOOD AIR FREEZING DESIGN DESIGN UNDERLAYMENT ANNUAL ROOF FLOOR • 2020 INTERNATIONAL ENERGY CONSERVATION CODE (2020 I,E.C,C,) SNOW LOAD CATEGORY WEATHERING FROST LINE TERMITE TEMP REQUIRED HAZARDS INDEX TEMP SPEED (MPH) TOPGRAPHICAL SPECIAL WIND WIND-BOURNE I BLOCKING BETWEEN CEILING JOIST OR RAFTERS TO TOP PLATE 4-8d BOX (22" X 0.113') OR TOE NAIL 25 2" PLANKS (PLANK AND BEAM - FLOOR AND ROOF) 3-16d BOX (32" X 0.1350); OR AT EACH BEARING, ' 2018 A.F.P,A,/ W•F,C•M, DEPTH EFFECTS REGION DEBRIS ZONE r n 1" r FACE NAIL • CONSTRUCTION MANUAL FOR ONE 4 TWO FAMILY DWELLINGS 2015ed MODERATE FEMA 3-Sd COMMON( " (22 X 0)31); OR 2-I6 COMMON (3z X 0,132 ) • ENERGY CODE 2018 OF NEW YORK STATE FOR SUFFOLK COUNTY 30 lbs/ t B SEVERE 3' TO YES < 1500 457 125 mph YES NO I MI. C.M.H.W.L. 3-10d BOX 3 X 0.128 � OR � 26 BAND OR RIM JOIST 3-16d COMMON (32" X 0.162") END NAIL HEAVY NFIP P 3-3"X0,131" NAILS 2 CEILING J015T TO TOP OF PLATE: 4-8d BOX (22" X 0.113') OR PER JOI5T TOE NAIL 4-I0d BOX (3" X 0,128'), OR 3-8d COMMON (22' X 0,131); OR 4-3" X 0.131' NAIL; OR FRAMING NOTES 3-10d BOX (3" X 0.128"); OR 4-3 X 14 GA. STAPLES, + GENERAL CONTRACTOR 3-3"X0131" NAILS CROWN WALL BRACING ADJUSTMENT FACTORS BY NOTES: I. -AS SPECIFIED WITHIN THESE DOCUMENTS, ALL EXTERIOR WALLS WILL BE HEADERS OVER V-0" IN LENGTH AS WELL AS ANY HEADERS WITH BEAMS, GIRDERS, OR 3 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER LAPS OVER 4-8d BOX (22' X 0.113") OR FACE NAIL 27 BUILT-UP GIRDERS AND BEAMS 2" LUMBER LAYERS 20d COMMON (4" X O,Ig2"); OR NAIL EACH LAYER AS ROOF COVERING DEAD LOAD CONSTRUCTED AS TYPE I SHEAR WALLS A DEFINED BY THE AMERICAN FOREST AND POSTS BEARING ON THEM, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PAPER ASSOC. WOOD FRAME CONSTRUCTION MANUAL SECTION 3.4.4,2., TO DETERMINE THE APPROPRIATE SIZE AND STRENGTH PARTITIONS (SEE 8802.3,1, 8802,3,2, AND TABLE R802.5.1(q)) 3-I6d COMMON (32 OR X 0,162); FOLLOWS: 32" O,C, AT ROOF/CEILING ROOF/CEILING 2. -ALL LOAD BEARING LUMBER SHALL BE OF DESIGN TIMBER STRESS - FB + 850 18. -STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE. 4-3" X 0.131" NAILS TOP AND BOTTOM WALL SUPPORTING DEAD LOAD DEAD LOAD - VERIFY ALL PITCH ANGLES PRIOR E=1,600,000 P,5.1., DOUGLAS FIR LARCH NO. 2, 1q, -2X6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING JOISTS DO STAGGERED COMMENCEMENT OF WORK, ANY DISCREPANCY WITH 3, -ALL SHEATHING AND SUB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD, 20. -PROVIDE (3) 1"0 VENT HOLES AROUND SKYLIGHTS, 4 CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (SEE TABLE 802,5(8) FACE NAIL IOd BOX (3" X 0.128"); OR 24" O.C. FACE NAIL AT 15 PSF OR LESS 25 PSF ANGLES, CONTRACTOR MUST PROVIDE THE THICKNESSES OF EXTERIOR SHEATHING TO BE 1/2" MIN AND 3/4" MIN FOR 21, -INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO SECTION 802.3.1, 802.3.2 AND TABLE 802.5(8)) 3" X 0,131' NAILS TOP AND BOTTOM ROOF ONLY 1,0 1.2 CORRECT ANGLE IN ORDER TO MATCH ELEVATIONS. 5UB-FLOORING, UNLESS OTHERWISE NOTED. THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS, 5 COLLAR TIE TO RAFTER FACE NAIL OR I1" RAFTER a 3-IOd COMMON (3" X 0.148') OR RAFTER OPPOSITE SIDES X 20 GA, RIDGE STRAP TO RAFTER BOX (3' X 0.128"); OR FACE NAIL EACH STAGGERED ON VERIFY ALL FIELD CONDITIONS PRIOR TO 4. -ALL EXTERIOR NAILING, IN EXPOSED EXTERIOR WOOD, SHALL BE ALUMINUM OR 22, -BEFORE FRAMING STAIR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF ROOF PLUS ONE STORY 1.0 1.1 CONSTRUCTION. GALVANIZED, 7'-011 , 5. -PROVIDE CRO55-BRIDGING OR SOLID BLOCKING @ 8'-0" O.C. MAXIMUM FLOORS 23, -ALL RISERS TO BE A MAXIMUM OF 8 1/4" AND ALL TREADS TO BE A MAXIMUM OF q" 4-3" X 0.313" NAILS AND: AT EACH J015T OR „ CEILINGS AND ROOFING. IN DEPTH WITH A NOSING BETWEEN 3/4 AND I I/4 PROJECTION, RISERS AND TREADS 6 RAFTER OR ROOF TRUSS TO PLATE 3-16d BOX (32" X 0.135); OR 2 TOE NAILS ON ONE 2-20d COMMON (4" X 0.192");OR RAFTER, FACE NAIL TABLE RN11 - ALL CONNECTION DETAILS DESIGNED FOR WORST 6, -JOISTS SUPPORTING PARALLEL PARTITIONS, SPACED APART TO PERMIT THE PASSAGE SHALL NOT DEVIATE MORE THAN 3/6' THROUGHOUT THE ENTIRE RUN, MINIMUM WIDTH 3-IOd BOX (3 X 0,128 ), OR CASE SCENARIO; CONTRACTOR SHALL ALERT „ " 3-1od COMMON (3" X 0,148"); OR SIDE AND I TOE NAIL ALLOWABLE DEFLECTION OF STRUCTURAL OF PIPING OR DUCT WORK, ARE TO BE BLOCKED AT MAXIMUM I6 INTERVALS ON OF STAIRS TO BE 36 , 4-I0d BOX (3" X 0.12811); OR ON OPPOSITE SIDE OF 3-3" X 0.131" NAILS ARCHITECT IF SUBSTITUTIONS ARE INTENDED (ALL BEARING PARTITIONS AND 32" INTERVALS ON NON BEARING PARTITIONS. 24. -ALL WINDERS AND SPIRAL STAIRS TO COMPLY WITH THE NEW YORK STATE A-3" n EACH RAFTER OR AT EACH JOIST OR MEMBERS, " " CHANGES MUST MEET THE 2015 WFGM MANUAL 7, -PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEW RESIDENTIAL BUILDING CODE. 4-3 X 0.131 NAILS 28 LEDGER STRIP SUPPORTING JOIST OR RAFTERS 4-16d BOX (32 X 0.135 ); OR YORK STATE, 25. -ALL HANDRAILS AND GUARDRAILS SHALL BE 36" HIGH AND MUST BE PROVIDE AROUND TRUSS ALLOWABLE 3-I6d COMMON (3�' X 0.162");OR RAFTER, FACE NAIL " 7 ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS OR ROOF RAFTER 4-16d 3" X 0.135'); OR TOE NAIL „ STRUCTURAL MEMBERS DEFLECTION - ALL MICORLAM'S (ML) ARE BOISE VERSA-LAM 8, -PROVIDE DOUBLE JOISTS OR FULL WIDTH SOLID BLOCKING UNDER ALL POSTS, ALL SURFACES WHICH ARE IS OR NIGHER THAN ADJACENT SURFACES, AND FOR ALL ( z 4-I0d BOX (3 X 0.128"); OR PARTITIONS, AROUND ALL OPENINGS, SKYLIGHTS, BATHTUBS AND HEAVY APPLIANCES STEPS OF 2 RISERS OR GREATER. TO MINIMUM 2" RIDGE BEAM 3-I0d COMMON (32 X 0,162');OR 4-3" X 0.131" NAILS RAFTERS HAVING SLOPES GREATER L/180 2,800 PSI $ 1.75" WIDTH (UNLESS NOTED OTHERWISE) OR FIXTURES. 26. -TERMITE SHIELDS AND SILL SEALER TO BE PROVIDED FOR ALL NEW FOUNDATION 4-I0d BOX (3" X 0.128"); OR 29 BRIDGING TO J015T 2-I0d (3" X 0,128') EACH END TOE NAIL THAN �z WITH NO FINISHED CEILING q, -MICROLAM BEAMS, DESIGNATED WITH AN "ML" OR 'LVL" NOTATION, SHALL HAVE A WORK. 3-3" X 0,131" NAILS DESCRIPTION OF NUMBER 4 TYPE OF FASTENER (a,b,c) SPACING OF FASTENERS ATTACHED TO RAFTERS - CONTRACTOR TO FIELD VERIFY EXISTING MINIMUM WIDTH OF 1 3/4" PER MEMBER, WITH A MINIMUM FLEXURAL STRESS OF 2800 27, -NEW WORK SHALL TIE IN AND LAP INTO EXISTING 50 AS TO PREVENT LEAKAGE, 3-I6d BOX (32' X 0.135"); OR END NAIL LOAD-BEARING/ STRUCTURAL CONDITIONS/ JOIST P51. 28. -ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. BUILDING ELEMENTS EDGES INTERMEDIATE INTERIOR WALL PARTITIONS H/180 10, -DOUBLE BEAMS OF STANDARD LUMBER SHALL BE NAILED TOGETHER WITH 16D NAILS 2q, -USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS 2-I6d COMMON (32' X 0.162");OR INCHES h SUPPORTS c,e FLOOR-AND PLASTERED CEILINGS L/360 DIRECTIONS UPON START OF "LIGHT" WORK @ 1000. AROUND PERIMETER OF BEAM, PROVIDE MIN OF 2" CLEARANCE TO EDGES. 30, -FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS, ( (REMOVAL OF WALL FINISHES/ SUBSTRATES); ALERT 3-IOd BOX (3 X 0.128 ); OR TRIPLE BEAMS TO BE NAILED TOGETHER FROM BOTH SIDES. ALL OTHER BEAMS TO BE CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE PROVIDED AT NIPS, RIDGES, 3-3" X 0.131" NAILS (INCHES) ALL OTHER STRUCTURAL MEMBERS L/240 ARCHITECT OF ANY DISCREPANCIES BETWEEN TNRU BOLTED WITH THE SAME PATTERN. VALLEYS, CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF FOUNDATION WALLS. WALL WOOD STRUCTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL EXTERIOR WALLS - PLASTER OR H/360 APPROVED PLANS $ EXIST. CONDITIONS 11, -WHERE JOIST HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED, ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8" IN EACH DIRECTION, ALL SHEATHING TO FRAMING (SEE TABLE R602,3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING STUCCO FINISH IMMEDIATELY CONTRACTOR TO PROVIDE AND UTILIZE THE PROPER SMOOTH SHANK AND/OR ANNULAR FLASHING TO BE ALUMINUM UNLESS OTHERWISE NOTED. 8 STUD TO STUD (NOT AT BRACED WALL PANELS) I6d COMMON (32" X 0.162") 24' O.C. FACE NAIL RING NAILS AS RECOMMEND BY THE HANGER MANUFACTURER, TO INSURE THE 31, -ALL INTERIOR LEADERS ARE TO HAVE 1/2" FOAM SOUND INSULATION, EXTERIOR WALLS - WIND LOADS L/240 APPROPRIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS. 32, -INSULATION SHALL BE FIBERGLASS BATTS -- FOIL ONE SIDE UNLESS OTHERWISE IOd BOX (3" X 0.128"); OR 16" O,C, FACE NAIL 30 - 2" 6d COMMON (2" X 0,113") NAIL (5UBFLOOR, WALL)i 6 12 WITH BRITTLE FINISHED - PROVIDE VALLEY FLASHING (P ALL VALLEYS; 12, -PROVIDE A MIN OR 2" CLEARANCE AROUND FIRE PLACES FOR COMBUSTIBLE FRAMING NOTED THICKNESS AS SHOWN ON DRAWINGS. STAPLE PADS ON FOIL OVER FRAMING. 3' X 0.131" NAILS 8d COMMON (22" X 0.131")NAIL (ROOF) EXTERIOR WALLS - WIND LOADS L/120 PROVIDE STEPPED FLASHING @ ALL WALL/ SLOPE 13. -DOUBLE PLATES AND SILLS SHALL BE LAPPED AT A MIN OF I/4 OF THE TOTAL q STUD TO STUD AND ABUTTING `STUDS AT INTERSECTING WALL CORNERS I6d COMMON (32" X 0.162"): OR 12" O.C, FACE NAIL 32n _ (n r WITH FLEXIBLE FINISHES ROOF INTERSECTIONS; GOR-A-VENT FLASHING AS LENGTH OF THE WALL. NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS, LOAD TABLES (AT BRACED PANELS) 31 sz 1 8d COMMON (2� X 0.131 ) NAIL 6 12 REO'd 14. -PROVIDE "CATS" AT ALL EXTERIOR AND BEARING WALLS AND ALL WALLS OVER 8 FEET 3' X 0.131 NAILS 32 Ig" - 14" IOd COMMON (3" X 0,148") NAIL; OR 6 12 NIGH. ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 10'-0" 15 16d COMMON (32 X 0.162") 16" O.C. FACE NAIL 8d 21" X 0.131" DEFORMED NAIL - ALL FASTENERS/ CONNECTORS USED IN TO HAVE STUD BRIDGING OR OTHERWISE BE BRACED IN AN APPROVED MANNER AT LIVE LOAD DEAD LOAD 10 BUILT-UP HEADER (2' TO 2" HEADER WITH I" SPACER I6d COMMON (32' X 0.162") 16" O.C. EACH EDGE OTHER WALL SHEATHING g CONNECTION W/ AGO WD. SHALL BE SIMP50N INTERVALS NOT EXCEEDING 8'-0", NO WALL STUDS MAY BE LONGER THAN 11'-2', ROOFS 45 LBS PER SOFT 20 LBS PER SOFT FACE NAIL MINIMUN UNIFORMLY DISTRIBUTED LIVE 15. -DOUBLE FULL STUDS TO BE 515TERED TO JACK STUDS AROUND OPENINGS IN - -- - -- — - -- "ZMAX" RATED „ UNCOVERED DECKS / BALCONIES 60 LBS PER SOFT 20 LBS PER SOFT 33 " STRUCTURAL CELLULOSIC 2" " EXTERIOR WALLS AND BEARING PARTITIONS. ALL HEADERS UNDER 3-0 TO HAVE - --- - 3 6 LOADS PSF - 16d BOX 3)" X 0,135") 12" O,C, EACH EDGE I GALVANIZED ROOFING NAIL I} HEAD DIAMETER OR SINGLE JACK STUDS, UNDER q FEET DOUBLE JACK STUDS, q FEET AND OVER TO HAVE CEILINGS W/0 ATTIC 10 LBS PER SOFT 15 LBS PER SOFT ( z FIBERBOARD SHEATHING - - - FACE NAIL I" CROWN STAPLE I6 GA., 14" LONG - CONTRACTOR TO COORDINATE FINAL LEADER/ TRIPLE JACK STUDS, CEILINGS__WITH ATTIC_ _ _ ___ 35 LBS PER SOFT 15 LBS PER SOFT USE LIVE LOAD „ 3r 3 6 GUTTER REQUIREMENTS $ LOCATIONS 16. -ALL INTERIOR DOORS TO BE 1-3/8 HOLLOW CORE LUAN VENEERED WITH APPROPRIATE II CONTINUOUS HEADER TO STUD 8-I6d BOX (22' X 0.113'); OR TOE NAIL 34 " STRUCTURAL CELLULOSIC I4 GALVANIZED ROOFING NAIL, HEAD DIAMETER OR FLOORS 40 LBS PER SOFT 20 LBS PER SOFT HARDWARE. CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCK5ETS. FIBERBOARD SHEATHING n jr 10 - -- _--- - 4-8d COMMON (2" X 0,131"): OR I CROWN STAPLE 16 GA., 14 LONG UNINHABITABLE ATTIC WITHOUT STORAGE 17, -ALL HEADERS NOT SHOWN ON PLANS TO BE A MIN OF (2) 2X8 FOR SPANS UP TO STAIRS 40 LBS PER SOFT 20 LBS PER SOFT 4-10d BOX (3" X 0.128") 35 2' GYPSUM SHEATHING d 12" GALVANIZED ROOFING NAIL: STAPLE GALVANIZED, 7 7 UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 - CONTINUOUS GUTTERS $ LEADER SYSTEM W/ V-0", n r (2) 2X10 FOR SPANS UP TO 6-0, AND (2) 2X12 FOR SPANS UP TO 8-0 , RAILINGS 200 LAT AND VERT 12 TOP PLATE TO STUD I6d COMMON 31' X 0.162" 16" O.C. FACE NAIL 12" LONG, 14" SCREWS, TYPE W OR 5 HABITABLE ATTICS 4 ATTICS W/ FIXED STAIRS 30 SPLASH BLOCKS TO BE COORDINATED BETWEEN ( � ) CONTRACTOR $ OWNER FLITCH PLATE DETAIL 10d BOX (3' X 0.128'); OR 12" OL. FACE NAIL 36 `�" GYPSUM SHEATHING d 13" GALVANIZED ROOFING NAIL: STAPLE GALVANIZED/ 7 7 BALCONIES (EXTERIOR) 4 DECKS 40 3" X 0,131" NAIL I " LONG, 14" SCREWS, TYPE W OR S - PROVIDE CONTINUOUS RIDGE VENTS FOR ALL NEW FIRE ESCAPES 40 13 DOUBLE TOP PLATE SPLICE FOR 5DC'S A-D2 WITH SEISMIC BRACED 8-I6d COMMON (3" X 0,162');OR SIDE OF IL O JWOOD STRUCTURAL PANELS COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING GUARDRAILS AND HANDRAILS 200 FACE EANT , ROOF RIDGES WALL SPACING < 25 12-I6d BOX (3� X 0,135 ); OR 12-I0d BOX (3" X 0.128"); OR (MINIMUM 24" LAP 37 4" AND LE55 6d DEFORMED (2" X 0,120') NAIL; OR 6 12 GUARDRAILS IN-FILL COMPONENTS 50 - PROVIDE ICE $ WATER SHIELD FROM FASCIA $ 12-3' X 0.131" NAILS SPLICE LENGTH EACH In PASSENGER VEHICLE GARAGES 50 WITHIN 2 HORIZ. DISTANCE FROM THE INTERIOR (2) BEAMS + 3 BEAMS + (3) BEAMS + (4) BEAMS + 515TERING TO EXISTING 8d COMMON (22 X 0.131 ) NAIL ( ) (4) BEAMS + SIDE OF END JOINT) SIDE OF THE EXT. WALL; TYP. FOR ALL NEW ROOFS, STEEL PLATE STEEL PLATES STEEL PLATE (2) STEEL PLATES (2) STEEL PLATES WITH (2) PLATES DOUBLE TOP PLATE SPLICE FOR SDC'S D0, DI, OR D2; AND BRACED i2-I6d (32" X 0,135') 38 T" - I" In " 6 12 ROOMS OTHER THAN SLEEPING ROOMS 40 8 8d COMMON (2g X 0.131 ) NAIL; OR ALL TO COMPLY WITH SECTION Rg05.12 OF THE PAD 51DE OF BEAM WALL LINE SPACING > 25' 1„ „ -_�. _ 8d DEFORMED (22X 0,120 ) NAIL SLEEPING ROOMS 30 2015 I.R.G. IF REQUIRED TO I ; I - ".'li I 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT I6d COMMON (32' X 0.162") 16" O.C. FACE NAIL361 111 _ 14r IOd COMMON (3" X 0.148") NAIL; OR 6 12 STAIRS 40 ATTACH SHEETRocK BRACED AT WALL PANELS r I6d BOX 3t" X 0.135' • OR 12 O.C. FACE NAIL Sd DEFORMED (22" X 0.120") NAIL wl r 2 )' ALL LOAD PATHS FROM FOUNDATION TO ROOF " "13 X 0.13) NAILSI/2 m TNRU BOLTS -- , i I 15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND J015T OR BLOCKING (AT 3-I6d BOX (32" X 0.135"); OR 3 EACH @ 16' O.C. AA NAILS AREBLE (OMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED, NAILS USED FOR FRAMING AND SHEATHING l) FASTENING SCHEDULE ARE CONTINUOUS $ AT EVERY WALL STUD IVJ SECTIONS JL BRACED WALL PANEL) 2-I6d COMMON (32" X 0.162");OR 2 EACH @ 16' O.C. CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 SHANK DIAMETER OF INCH (20D COMMON - FIELD GUT ENDS, NOTCHES $ DRILL HOLES VARIOUS CONDITIONS SHOWN 4-3" X 0.131' NAILS 4 EACH @ 16" O.C. NAIL), gO.K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 K51 FOR SHANK THROUGH PRESERVED-TREATED WOOD SHALL BE WOOD MEMBERS 16"oc 16"oc 16"oc 16"oc 16 TOP OR BOTTOM PLATE TO STUD 4-8d BOX (22" X 0.113'); OR TOE NAIL DIAMETERS OF 0.142 INCH OR LESS TREATED IN THE FIELD IN ACCORDANCE WITH AWPA (SEE PLANS FOR SIZES) ---- - - - -- - " �' B, STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7 NCH ON DIAMETER CROWN WIDTH - 3-16d BOX (32" X 0.135'); OR UI (SGTN R 51-7.1); SEE SECTION 8511 OF THE 2015 Ni J C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. �- - STEEL PLATE TO EQUAL--- o 0 0 4-8d COMMON (2 X 0,131"); OR D. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY I.R.G. re PROTECTION AGAINST DECAY DEPTH OF ADJACENT BEAMS 4-10d BOX (3" X 0.128"); OR E. SPACING OF FASTENERS NOT INCLUDED IN THI5 TABLE SHALL BE BASED ON TABLE R602.302) (SEE PLANS FOR SIZES) 0 0 o 4-3" X 0,131" NAILS f F, WHERE THE ULTIMATE DE51GN WIND SPEED I5 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF N� 3-I6d BOX (22" X 0.1130); OR END NAIL SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DE51GN WIND SPEED 15 - OWNER SHALL COORDINATE THE USE OFA �2-� ELEVATION 3-I6d COMMON (32' X 0.135");OR GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON PROFESSIONAL TERMITE BAITING SYSTEM", lO d COMMON (3' X 0,128"); OR CENTER FOR MINIMUM 48-INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; 4 INCHES ON CENTER TO FRAMING PROPERLY LABELED $ INSTALLED/ MAINTAINED 4-10d X OMM NAILS G. GYPSUM SHEATHING SHALL CONFORM TO A5TM C 1386 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD ACCORDING TO SUCH LABELING; SEE R515 OF THE NOTCHING DRILLING DETAIL FOR WOOD FRAME MEMBERS SHEATHING SHALL CONFORM TO ASTM C 208 H. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL 2015 I.R.G. re PROTECTION AGAINST 17 TOP PLATE, LAPS AT CORNERS AND INTERSECTION 3-I0d BOX (3" X 0,128"); OR FACE NAIL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY, SPACING OF FASTENERS ON SUBTERRANEAN TERMITES 2-I6d COMMON (32" X 0.162');OR ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING, BLOCKING OF " n In " L _ _ _/, 1/3 OF SPAN 1/3 OF SPAN 3-3 X 0.131 NAILS ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED _—_ o 18 I BRACE TO EACH STUD AND PLATE 3-8d BOX 2 X .0113 FACE NAIL BY OTHER PROVISIONS OF THIS CODE, FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING, WHERE A I/3 OF SPAN ( 2 )% OR RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING J015T IN ACCORDANCE WITH TNI5 SCHEDULE PROVIDE TWO TOE NAILS ON o NO NOTCHES OR 2-8d COMMON (22" X 0,131"), OR ONE SIDE OF THE RAFTER AND TOE NAILS FROM L THE CEILING J015T TO TOP PLATE IN ACCORDANCE WITH TNI5 SCHEDULE. THE TOE z MOLES PERMITTED; -- < 1/3 DEPTH OF JOIST 2-10d BOX (3" X 0.128"); OR NAIL ON THE OPPOSITE 51DE OF THE RAFTER SHALL NOT BE REQUIRED o 2 STAPLES 13" o O 4 ♦-- z I i6 Iq I" X 6' SHEATHING TO EACH BEARING 3-5d BOX (22" X .0113'); OR FACE NAIL MINIMUM SPECIFIED COMPRESSIVE STRENGTH 2-8d COMMON (22' X 0,131'); OR TABLE 8402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE WEATHERING POTENTIAL 2-I0d BOX (3' X 0.128'); OR _ < 1/4 DEPTH OF J015T 2 STAPLES, 1' CROWN 16 GA. TYPE OR LOCATION OF CONCRETE INSTRUCTION NEGLIGIBLE MODERATE SEVERE I4" LONG BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE EXPOSED TO THE WEATHER 2,500 2,500 2,500 -STUD IN MJN MINI BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 21500 2,500 0 PROVIDE A MIN OF 2" SEPARATION < I/6 DEPTH OF JOIST 20 1' X 8" AND WIDER SHEATHING TO EACH BEARING 3-8d BOX (22" X .0113'); OR FACE NAILBASEMENT WALLS, FOUNDATIONS WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3,000 3,000 z o � BETWEEN HOLES 4 NOTCHES FROM NOTCHES ARE NOT PERMITTED IN 2-8d COMMON (22" X 0,131"); OR EXPOSED TO THE WEATHER Cl-"' - < I/4 DEPTH OF STUD EACH OTHER 4 FROM THE ENDS OF THE SAME LOCATION AS HOLES 2-10d BOX (3'� X 0,128"); OR PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS 2,500 3,000 3,500 0 o MEMBERS FLOOR JOIST 2 STAPLES, I CROWN 16 GA. � I4" LONG CLASS OF MATERIAL LOAD BEARING PRE55URE NOTE: ALL COIL STRAPPING (CS) TO BE CS Flo o -- NOTCHES ARE NOT PERMITTED IN (LBS,PER 50,FT,) THE SAME LOCATION AS HOLES WIDER THAN I" X 8" CRYSTALLINE BEDROCK 12,000 420 GA, I k" WIDE; MADE OF ASTM A653 ~ 4-8d BOX 21" X .0113' OR SEDIMENTARY AND FOLIATED ROCK 4 000 -5/8" MIN � I/3 OF SPAN I/3 OF SPAN I/3 OF SPAN ( � )% GRADE 33 STEEL (GALVANIZED) OR - __- __ _ y NO NOTCHES OR" 3-8d COMMON (22' X 0,131"); OR SANDY GRAVEL AND/OR GRAVEL (GW AND GP) 3,000 EQUIVALENT AS PER THE 2001 WFGM FOR - - < 2/5 DEPTH OF STUD o ;HOLES PERMITTED', ( 1/3 DEPTH OF JOIST 3-I0d BOX (3" X 0.128"),, OR SAND SILTY SAND CLAYEY SAND SILTY 2 000 5/8" MIN 4 STAPLES, I" CROWN 16 GA. GRAVEL AND CLAYEY GRAVEL 14 2 FAMILY DWELLING TABLE A-3.413 - sn Lu 134" LONG SW SP 5M 5C GM GC Q zF 3/5 DEPTH OF STUD Z o CLAY, SANDY CLAY, SILTY CLAY, CLAYEY 11500 v, ( FOR DOUBLE STUDS ONLY ) FLOOR SILT, SILT AND SANDY SILT PROVIDE A MIN OF 2" SEPARATION N n 21 J015T TO SILL TOP OF PLATE OR GIRDER 4-8d BOX (22" X .0113"); OR TOE NAIL (CL. ML, MN AND CN) m BETWEEN HOLES 4 NOTCHES FROM 3-8d COMMON (22" X 0,131"); OR _ _ EACH OTHER 4 FROM THE ENDS OF 11 JN MIN < 1/3 DEPTH OF J015T 3-10d BOX (3" X 0.128"); OR N MEMBERS PROVIDE A MIN OF 2" SEPARATION - - 3-3" 0.131" NAILS --- --- ----- PLATE BETWEEN HOLES 4 NOTCHES FROM NOTCHES ARE NOT PERMITTED IN 22 RIM JOIST, BAND J015T OR BLOCKING TO SILL OR TOP PLATE (ROOF 8d BOX (21' X 0,113"); OR 4" O,C, TOE NAIL I EACH OTHER 4 FROM THE ENDS OF THE SAME LOCATION AS HOLES APPLICATIONS ALSO) Sd COMMON (2�" X 0.I31'); OR 6' O.C. TOE NAIL EXTERIOR t BEARING WALLS MEMBERS RAFTER / CEILING JOIST IOd BOX (3' X 0.128'); OR NOTE: THE INSTALLATION OF FOAM PLASTIC MATERIALS ON THE 3" X 0.131' NAILS BUILDING EXTERIOR SHALL ADHERE TO THE "LABELING/IDENTIFICATION ����' t'�, SHEET TITLE PRELIMINARY PLANS 23 1" X 6" 5UBFLOOR OR LE55 TO EACH JOIST 3-8d BOX (22" X .0113"); OR FACE NAIL �({Ef y /j q 9 D 2-8d COMMON 2�" X 0,131" OR SURFACE BURNING CHARACTERISTICS t THERMAL BARRIER" ����•••"'°°'"�"���'� `� �' 3-I0d BOX (3" X 0.128"); OR W,' • i b� ��� PROJECT NAME SOANAPIrO RESIDENCE REQUIREMENTS NOTED IN SECTION 8316 OF THE 2015 I.R.C. 2 STAPLES, I CROWN 16 GA. {.; x:. . �, A "a:. . I' r � I4" LONG . �.� �.; �. � o e �., 750 V15TORIA DR.,50UTHOLD,NY-IIIII OYSTER SAW DRA�FTINO g, SHEET NO. 24 2" SUBFLOOR TO JOIST OR GIRDER 3-16d BOX (32" X 0,135'); OR BLIND OR FACE NAIL �4 y ` `- ,- �: d III. oda ANS ARCHITECTURE, P.G. DATE: 3-IB-20 QD 2-6" COMMON (32" X 0.132') �� •• t ®� �° "` 68 WEST MAIN STREET OYSTER BAY, N.Y. 17-f I SCALE: AS NOTED O� 'A� •�+l UV�`r!�` d� ��° vT (516) q22-5q-76 (FAX) q22-6235 P®/l,7l1611 WEB: VNMOYSTERBAYDRAFTIN&LOM EMAIL: ARGHITEGT@OY5TERBAYDRAFTIN6.GOM JOB NO: 20040 ��� ....*:.*.. GENERAL CONDITIONS OF THE WORK: 5- ALL WORK LET UNDER THESE DRAWINGS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF SITE WORK, GRADING AND'LARD5CAPING I- THESE NOTES SHALL APPLY TO THE GENERAL CONTRACTOR, EACH 5UB-CONTRACTOR AND THE OWNER'S OWN FORCES. EACH CONTRACTOR ONE (1) YEAR FROM THE DATE OF THE ACCEPTANCE OF THE OWNER. GRANTING A CERTIFICATE OF OCCUPANCY, OR THE OWNER'S USE OF I- CONTRACTOR SHALL:;?FROM EFFECTED AREAS OF THE 51TE AND REDISTRIBUTE ALL TOPSOIL UPON COMPLETION OF THE WORK, PROVIDING SHALL STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL TRADES AND ASPECTS OF THE WORK, EACH CONTRACTOR SHALL THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK. FOR FIN ISHED..G�ADINC,.:.'AND RE5��E.D.NG OF THE LAWN AS DIRECTED BY THE OWNER, COOPERATE AND COORDINATE NIS WORK WITH THE WORK OF OTHER CONTRACTORS AND TRADES. 6- THE CONTRACTOR SHALL ALSO DELIVER ALL MANUFACTURES' WARRANTIES, GUARANTEES, OPERATIONAL AND MAINTENANCE MANUALS 2- BACKFILL*5H[kL NO-F:::.-R..PLACM.':: �AINST FOUNDATION WALLS UNTIL THE CONCRETE 15 OF SUFFICIENT STRENGTH AND UNTIL THE WALLS 2- THE CONTRACTOR SHALL INSPECT THE SITE AND MAKE ALL APPROPRIATE INQUIRES TO DETERMINE CONDITIONS AND FIELD CONSTRUCTION PERTAINING To HIS WORK. ARE PRRF'EKL.T BRACED �t��:.AND BOTTOM BY THE HORIZONTAL FLOOR OR BY ADEQUATE TEMPORARY BRACING. CRITERIA PRIOR TO SUBMISSION OF BIDS, AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE CONDITIONS THEREAFTER. THE 7- EACH CONTRACTOR SHALL ALSO DELIVER TO THE OWNER WRITTEN GUARANTEE IN FORM AND WHOSE TERMS AND EXTENT WILL BE 3- 'GRAb�I- ;:::Ak��-RD..;.ALL NEW CONSTRUCTION SHALL SLOPE AWAY FROM THE FOUNDATION WALL AND SHALL BLEND INTO EXISTING GRADES. CONTRACTOR'S AND OWNER'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THEIR ACCEPTANCE TO THE TERMS SPECIFIED ESTABLISHED IN THE AGREEMENTS BETWEEN EACH CONTRACTOR AND THE OWNER. :::::. . ..;.:4- ALL SITE DESIGN:*..... LNG TOPOGRAPHY STORM DRAINAGE SPECIAL PAVING, LANDSCAPING ETC. SHALL BE PROVIDED BY OTHERS HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN THE OWNER AND THE CONTRACTOR. ARCHITECT'S SERVICES DURING CONSTRUCTION • `:::::.:bNLES5 SPECIFIED HEREIN, 3- NOTHING ON THESE DRAWINGS SHALL BE CONSTRUED AS MODIFYING IN ANY WAY THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR I- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOP. THE PERFORMANCE OF THE GENERAL CONTRAC�£j2;OR AF YSUB-CONTRACTORS NQR:;::. ­- �4'::CONTRACTOR SHALL PROVIDE FOR ALL DRIVEWAY MODIFICATIONS AS REQUIRED ALLOWING FOR ACCESS TO AND FROM THE SITE. ALL NEW .. OR THE CONTRACTOR AND SUB CONTRACTORS. SHALL HE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. THE OBLIGATION OF THE•,C7.ONTRACTQR::SIlALL`NOT EXTEND TO T.kIE GtJR:E�., CURB'.UT5 AND PAVING MUST COMPLY WITH ALL REQUIREMENTS FOR THE GOVERNING MUNICIPALITY 4 2015 I.R.C.. 4- THE OWNER SHALL BE RESPONSIBLE FOR ANY ANOMALIES AND/OR IRREGULARITIES DISCOVERED DURING THE CONSTRUCTION PHASE OF THE LIABILITY OF THE ARCHITECT HIS AGENTS OR EMPLOYEES. V. DODK`.'AND WINDOW NOTES: PROJECT WHICH MAY REQUIRE ADDITIONAL MEASURES TO BE TAKEN ON THE PART OF THE CONTRACTOR SUB-CONTRACTORS, OR THE - N ARCHITECT SHAL NOT E RESPONSIBLE FOR NOR HAS CONTROL OR CHARGEbf CON5T-RQ '-TION I�fM:9s.:5EQUENCES'`.`:DR `: INCLUDINGNE 2 T E L B .x I- Aff-' NEW WINDOWS SHALL BE PERMA-SHIELD FINISH IN WHITE AS MANUFACTURED BY ANDERSON OR APPROVED EQUAL - FURNISHED WITH ARCHITECT. ANY AND ALL COSTS RELATED TO THE ADDITIONAL WORK SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER T PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR SHA: :-V RE5PON0FBLE FCJR ADEQUATEI'..BRACING N :::. ADDITIONAL SERVICES OF ANY OUTSIDE AGENCIES, INCLUDING BUT NOT LIMITED TO SURVEYING, PILES, EXTERMINATION, BORINGS, PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE BREAKAGE COLLAPSEn`::T1I5TORTIOONAh:AND MISALIGNMENT ACCORDING Ta::::::?;::,. : INSECT SCREENS GRILLS JAMB EXTENSIONS TRIM ETC. WITH 5/8 INSULATED GLASS UNLESS OTHERWISE AGREED T0. UNDERPINNING, SITE DRAINAGE ADDITIONAL CONsuLTATIONS SITE VISITS CERTIFICATION LETTERS AMENDMENTS AS BUILT DRAWINGS ETC. APPLICABLE CODE5. '"""' 2- ALL EXTERIOR DOORS WITHOUT GLAZING SHALL HAVE PEEP HOLES INSTALLED., 3- THE ARCHITECT HAS NOT BEEN RETAINED ON THIS PROJECT FOR.:�IDDING AND/OR THE:`NEG'OTIATION AND ADMINt'Ti�AVON':DF THE 3- ALL WINDOWS DOORS WITH GLAZING 18" OR BELOW ABOVE FINISHED FLOOR (A.F.F.) SHALL BE ORDERED WITH TEMPERED GLASS. CONTRACTS FOR CONSTRUCTION OF THIS PROJECT. IF PROJECT LIES WITHIN A MILE OF THE COAST LINE ALL WINDOWS DOORS SHALL BE ORDERED WITH LAMINATED GLASS. EXISTING SITE CONDITIONS 4- THE ARCHITECT IS NOT RETAINED FOR SITE INSPECTIOIJ. ::-AND/OR OBSERVATION OF THE CONSTRUQT19.N. 4- CONTRACTOR TO VERIFY ALL ALL OF THE ARCHITECT'S WINDOW POOR SPECIFICATIONS PRIOR TO ORDERING ANY WINDOW/DOORS. I- ALL EXISTING EQUIPMENT, UTILITIES STRUCTUP.ES AND OTHER ITEMS INTERFERING WITH THE INSTALLATION OF THE PROPOSED EQUIPMENT 5- NO REQUEST FROM ANY PARTY FOR INFORMATION REGARUJ *::::CN:AS5IFICATION AMPLIFICATION OR EXf'.GANIATION OF THE:TRAWINGS OR IF THERE ARE ANY DISCREPANCIES WITH SIZES IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSULT WITH ARCHITECT PRIOR TO AND STRUCTURES SHALL BE REMOVED AND REPLACED AND SHALL BE SUBJECT TO APPROVAL OF THE OWNER. NOTATION OR REQUEST FOR PERMISSION TO VARY...QIR, DEVIATE`FRDt:.THE REQUIREMENTS OF THESE DRAAI�rLNf7'5:.;OR.NOTATION51 WILL BE COMMENCEMENT OF ANY WORK. 2- THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES, PIPING AND RELATED ITEMS ENTERTAINED BY THE ARCHITECT UNLESS THE%Y. AR[ `SET FORTH IN`...... G AND ADDRESSED TO THE`..OWN.)?`::I:K:.`'--m1= OWNER REFERS 5- CONTRACTOR SHALL CONSULT WITH OWNER PRIOR TO ORDERING ANY WINDOW AND DOOR HARDWARE FOR OWNER SPECIFICATIONS. PRIOR TO THE COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE THESE REQUESTS TO THE ARCHITECT, THE.Air UTECT WILL WITH REA50NABLE PRONPT.I4F-55 CONSIDER -THE MATTER AND RESPOND IN ROOFING: AGREED UPON BY THE OWNER. WRITING TO THE OWNER FOR TRAN5MITT-k TO'*T:N�::PARTY CONCERNED. THE A-Rt-- .TECTZ'REPRE5. DOES:.NO.T, NOR WILL ASSUME I- ALL METAL FLASHING WHERE CALLED FOR ON PLANS SHALL BE COPPER OR ALUMINUM 3- ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED CORRECT BUT SHALL BE UNDERSTOOD THAT "' " N IM 0 INSTALLATION TO MEET UNFORESEEN OR ANY RESPONSIBILITY WITH REGARD TO 7.. ABOVf::f�ENTIONED TYPES OF INQUIR'f:UNLE55:A3OVE PROCEDURE IS FOLLOWED. 2- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE NECESSARY OR DESIRABLE AT THE TIME F TEMPORARY PROTECTION AND'5*TW'('TURES "` ""' DRAINAGE SYSTEM ANY OTHER CONDITIONS. .,:. `.v * .: .... _ N CONTRACTOR SNAL{.:8 .R SI'ONSIBLE FOR TEMPORARY ELECTRIC IA.:ER. TOILET:FACILITIES FENCING BARRICADES SECURITY AND 3 ALL SKYLIGHT OPENINGS SHALL BE PROPERLY FLASHED. 4- DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS AND ARE SUBJECT TO REVISIONS AS PER ACTUAL I THE E '�:::: 4- ALL WORK SHALL BEAR A WRITTEN ONE I YEAR GUARANTEE FROM ROOFING CONTRACTOR FROM THE DATE OF THE OWNER'S :::::: ( ) FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS HEREIN SHOWN, AND ALL DISCREPANCIES ARE TO BE CLEAN UP AS AGREE P. UPON`::E�F.TWEEN-TIS£:>.QWNER AND THE CON7I'X1-CTOR. Up.QN COMPLUTrON OF WORK, THE CONTRACTOR SHALL BROOM ACC ANC ADDITIONAL MANUFACTURERWARRANTIES HA BROUGHT TO THE ARCH ITECT'S/REPRI.S. ATTENTION BEFORE COMMENCING WITH THE WORK. CLEAN ALL AFFEGTED'AREAS AND??CART RNJAX 'ALL DEBRIS. EPT E DDT LS LL BE PROVIDED WHEN APPROPRIATE. NS N 2- THE CONT.RACTOR'SNALL CON........ALL WORK TO PRECLUDE THE RETS OF::dNEATNER ON COMPLETED WORK OR WORK IN PROGRESS. 5- ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8" (MEASURED VERTICALLY) ABOVE FLAT ROOF. 5- IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WNICN DISAGREES WITH THAT AS INDICATED ON THESE PLA , T E 6- FOR ROOFS PITCHED 3:12 AND UP NEW ROOFING SHALL BE ASPHALT SHINGLES(UNLESS OTHERWISE NOTED) OVER 15# FELT I LAYER OF CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ARCHITECT SO AS TO ALLEVIATE SUCH CONFLICT WITHOUT BURDEN TO THE OWNER. THE CONTI2ACTQR;SNAj-...A55UME`ARI *:RESPON5IBILITY AND EXPENSE OF`:°[-*a-ORARY ENCLOSURES WHERE NECESSARY. DUST PARTITIONS .. UNDERLAYMENT REQUIRED WHEN ROOF PITCH IS 4:12 AND ABOVE OTHERWISE TWO LAYERS SHALL BE USED FROM 3:12 UP TO 4:12 INSTALL SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL A55UME ALL RESPONSIBILITY AND LIABILITY ARE:TQ::.5f PROV.IED BETNEEN WORK AREAS ANP THE REST OF THE BUIVVING. ARISING THERE FROM, 3- EACFN::CflNTRA 'T�?..SHALL•;BE RESPON5IBLE FOR ALL L055 OR DAMAGE ARISING FROM THE ACTION OF THE ELEMENTS SUCH AS WATER, AND LAP JOINTS AS PER 2015 I.R.C. AND MANUFACTURERS SPECIFICATIONS. PROVIDE AN ICE AND WATER SHIELD •� ' .. . ...""" .. UNDERLAYMENT WITHIN 2-0 PROJECTED HORIZONTALLY FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW 6- THE CONTRACTOR SHALL CHECK AND VERIFY LOCATION OF ANY EXISTING OVERHEAD OR UNDERGROUND ELECTRICAL OR OTHER HAZARDOUS--.-M-A-;T, WIND OR OTHI N:a1NFORESEEN,.DfF.EiC.k�TI,ES THAT MAY BE ENCOUNTERED IN PERFORMING THE WORK TO BE DONE UNDER Nis CONTRACT. ( ) FOR ALL ROOF UTILITY LINES AND TO ARRANGE FOR THEIR SAFE RELOCATION. Itt:.�`l IE.EVENT OF ANy.'SUSPENSION OF V0I2f"::t-A- •CONTRACTOR OR SUB-CONTRACTOR SHALL PROTECT HIS WORK AND MATERIALS AGAINST OVERHANGS. ASPHALT SHINGLES TO BE ATTACHED WITH A MIN OF TWO 12GX3/4" LONG GALVANIZED ROOFING NAILS MIN TWO PER SINGLE 7- THE CONTRACTOR SHALL BE HELD TO HAVE VERIFIED DIMENSIONS AND CONDITIONS AT THE BUILDING. NO LATER CLAIMS WILL BE " ::::::•::.. DAl`K.E...OR LOSS. ANY WORK OR MATERIALS TNi�T:•:HAVE BEEN DAMAGED/DESTROYED OR LOST BECAUSE OF FAILURE OF ANY CONTRACTOR OR SHINGLE AND SIX PER STRIP SHINGLE CONSIDERED FOR LABOR EQUIPMENT OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED BECAUSE OF LACK OF INFORMATION, LACK- :::::..SUB-'CPNt7.RACTOR TO SO..PROTECT NIS WORK OR MkATERIALS SHALL BE PROMPTLY REMOVED AND REPLACED BY THE CONTRACTOR. 7- FOR ROOFS PITCHED BETWEEN 1:12 AND 3:12 NEW ROOFING SHALL BE ROLLED ROOFING WITH AN ICE AND WATER SHIELD UNDERLAYMENT OF SITE INSPECTIONS OR IMPROPER EVALUATION OF THE WORK INVOLVED. :�4:- THE`:C.. NTRACTOR 5HALt.;:CONDUCT ALL WORK IN`�5UCH A MANNER 50 TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF WITHIN 2'-0" (PROJECTED HORIZONTALLY) FORM THE INTERIOR 51DES OF EXTERIOR WALLS BELOW FOR ALL ROOF OVERHANGS. :.,: 8- 0 ROOFS OW I:) UI U ROOFING SHA A 0 A N 8- CONTRACTOR MUST VERIFY WITH NI5 LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS REQUIRED FOR THI5 PRQ:<3NGT ':::A:DJACEVT STRUCTURES EC3k!IPMRAIT,. OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK THE CONTRACTOR SHALL REPAIR FOR R F BELOW 2 BUILT P R F G LL BE 2 YEAR JOHNS MANVILLE ROOFING SYSTEM CONSISTING OF I LAYER OF NRGII ISO, ILA ER 0 NABASE SE IN NB CAA AN I A 0 NAA I PRIOR TO SUBMITTING A BID. OR REPLACE SAID DAMAGED ITkLSt;3Q:INE SATISFACTION OF THE OWNER AND AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL Y F DY T R D LAYER F DY K P SET N MBRCAA. q- CONTRACTOR TO VERIFY LOCATIONS OF MASTS METERS SUB-PANELS ETC. FOR RELOCATION AS REQUIRED f*:-:THE PROJECT. BEAR ANT`AND..-ALL COSTS`--AS.50CIAj:ED' WITH WORK DISCONTINUATION, ENGINEERING CONSULTATION, MATERIALS TESTING, REPAIR AND ALL q- NEW WORK SHALL TIE IN AND LAP SO AS TO PREVENT LEAKAGE ACCORDING TO ACCEPTABLE BUILDING PRACTICES APPRESSED IN THE CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS. MISCEIANE005'RELATED ITL MS. 2015 LR.C., 5- TF�� NTRAC*TN-:WLL:BRACE SNORE REINFORCE AND/OR UNDERPIN ALL STRUCTURES INCLUDING NEIGHBORING STRUCTURES AS 10 ALL EXTERIOR NAILING SPALL BE ALUMINUM OR GALVANIZED, REQUIRFD.:fQR SAFi:QPERATION, 11- FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS, CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE CONTRACTORS RESPONSIBILITIES FOP. COORDINATION AND WORKMANSHIPr HO AN AC IS IN STRUCTURES PRIOR TO PROVIDED AT NAPS RIDGES VALLEYS CHANGES OF ROOF SLOPE GABLE ENDS AND TOP OF FOUND HALLS, 6 THE COAT.RACTOR:JS TO TAKE ALL NECESSARY AND PRUDENT STEPS TO RE D BRACE EX T G T L . I- THE CONTRACTOR SHALL COORDINATE SCHEDULING OF 5UB CONTRACTORS AND OTHER CONTRACTS`:AN...*S, ALL PROVIDE �IkRY POSSIBLE A EXECUTION 0 NI5 WO IS THE SOLE RESPONSIBILITY OF THE 12- INSTALL SNIi1S TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO THE ROOF J015TS 0 PROVIDE OR 00 VENTING COOPERATIVE EFFORT TO COORDINATE COMPLETION OF ALL WORK, THE GENERAL CONTRACTOR SHALL `C LETE A COMPRfNENSIVE INSTALLATIOf1 d�:HEADERS FOR NEW OPENINGS. THE PROPER AND SAFE EXE T F T RK T L Y T T PR V DE F ROOF VE T G SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS AND SHALL SUBMIT THE SAME TO THE OWNER`:N::AGCEPTABLE FORMAT:FQR CONTRACTOR.... IN FLAT ROOF AREAS. REVIEW WELL IN ADVANCE OF WORK COMMENCEMENT. 7- EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE CONSTRUCTION PROCESS AND PROTECTION THEREOF SUCH AS 13- ALL INTERIOR LEADERS ARE TO HAVE I/2" FOAM SOUND INSULATION OVER PVC PIPING, SCAFFOLDS, STAGING, PLATFORMS, RUNWAYS, HOISTS, LADDERS, CHUTES, TEMPORARY FLOORING, GUARDS, RAILINGS, SHAFT WAY 14- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER 2- THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE INTERRUPTIONS TO NORIAi:::,(.,.%*. .. ..::::::` PROTECTIONS, ETC., FOR THE PROTECTION OF WORKMEN AND TO THE PUBLIC SHALL BE PROVIDED, ERECTED, AND MAINTAINED IN DRAINAGE SYSTEM. OPERATIONS. .', ACCORDANCE WITH THE REQUIREMENTS OF ALL NEW YORK STATE CODES AND ALL OTHER LAWS RULES OR ORDINANCES OF ALL n 3- EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, FITTING AND PATCHING OF HI5 WORK THAT MAY BE 'REQUP-ED TO`'-0MIPLETE FINISH WORK N.,TES: GOVERNMENTAL AGENCIES HAVING JURISDICTION DURING CONSTRUCTION. THE WORK OF HIS CONTRACT. NO CONTRACTOR SHALL ENDANGER ANY WORK OF ANY OTHER CONTRACTOR 13Y::::�:LAVATiNG CUTTIN6:.:0. I- TRIM, MOLDINGS, CASINGS, WINDOW FRAMES, ETC. SHALL MATCH EXISTING UNLESS OTHERWISE NOTED ON DRAWINGS, PAINT OR STAIN AS 8- THE CONTRACTOR SHALL PROVIDE ERECT MAINTAIN TH05E ITEMS REQUIRED FOR USE OBTAINING ALL NECESSARY PERMITS INSPECTIONS OTHERWISE ALTERING ANY of ANY OTHER CONTRACTORS WORK AND NO CONTRACTOR SHALL DO SO WITWUT 'PL-'iN..WRIT7EN-..CON5ENT*OF PER OWNER. ' " ' " " AND APPROVALS, AND REMOVE THOSE ITEMS WHICH HAVE SERVED THEIR PURPOSE AND WHEN DIRECTED BY THE OWNER, UNLESS OTHERWISE THE OWNER. ANY COSTS CAUSED BY DEFECTIVE OR ILL-TIMED WORK SHALL BE BORNE BY THE PARTY RESPONS}L�.'.;7HEREFOR:E. 2- CONTRACTOR SHALL PROVIDE WOOD STEPS TO GRADE(UNLE55 OTHERWISE NOTED). NUMBER OF STEPS REQUIRED TO BE DETERMINED IN FIELD. 4- CONTRACTOP.S OR 5UB-CONTRACTORS WH05E WORK AND INSTALLATIONS REQUIRE SLEEVES HA M- INSERTS, 13 1:7�,;.AWW'R5 ETC., TO STIPULATED BY THE OWNER. ALL DECK LUMBER TO BE A.C.Q.(ARSENIC FREE PRESSURE TREATED LUMBER) I.BE BUILT INTO THE WORK OF OTHER CONTRACTORS SHALL INSTALL OR PROVIDE THESE ITEM•:TO TNS :A.EPROPRIATE`CONTRACTOR WHO WILL DEMOLITION NOTES: 3- ALL EXTERIOR WOOD FENCE AND DECKING MATERIALS TO BE WATER SEALED. SET THESE TO WORK IN THE LOCATIONS ESTABLISHED BY THE CONTRACTOR WHO REQUIRES THESE ITk 6:::.THESE ITENS SHALL BE I- THE CONTRACTOR SHALL ASCERTAIN THAT THE AREA OF DEMOLITION HAS BEEN CLEARED OF ALL FURNITURE AND MOVABLE EQUIPMENT IN 4- CONTRACTOR SHALL SEAL AND / OR PRIME ALL DOORS IMMEDIATELY UPON INSTALLATION TO AVOID WARPING. . PROVIDED AND THEIR LOCATIONS COORDINATED SUFFICIENTLY IN ADVANCE, 50 AS NOT`-T0`-DELAY THE PRQ0RE55 OF A JOB AS A WHOLE. ORDER TO ALLOW FOR DEMOLITION TO PROCEED, THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY SUCH CONDITIONS 5- ALL GLAZING AND SKYLIGHTS SHALL BE IN ACCORDANCE WITH THE 2015 I.R.C. FOR IMPACT RESISTANCES. ALL SUCH ITEMS SHALL BE INCORPORATED SO THEY WILL MEET THE CORRECT PHYSICAL ELEVATIONS OF .r.0...5 AT EACH LEVEL. THEY PREVENTING NIS PROCEEDING WITH THE DEMOLITION. SHALL BE SECURED INTO THE FRAMEWORK FOR CONCRETE 50 AS TO MAINTA.JN TH£_'.tR;:.P:R�PHF.,.-,WM.ATION AND POSITION DURING THE PLACING 2- ALL ELECTRICAL NIGH OR LOW VOLTAGE CONDUITS, WIRES, INSTRUMENTS AND EQUIPMENT ADJACENT TO OR CONTAINED WITHIN 6- ALL GYPSUM BOARD WALLS AND CEILINGS SHALL BE TAPED AND SANDED WITH A MIN of 3 COATS OF SPACKLE, PRIMED AND READY FOR OF CONCRETE AND REMOVAL OF FORMHORK. .' . PARTITIONS TO BE REMOVED BACK TO THE NEXT PANEL BOARD AND SHUTDOWN. NO CIRCUITS, WIRES OR EQUIPMENT SHALL REMAIN OPEN WALL FINISHING AS PER OWNER. 5- THE CONTRACTORS SHALL MAKE -FINELY SUBMISSIONS TO THE OWNER ORTHE VARIQUS ITEM5:5ET FORTH SO AS TO ALLOW REASONABLE OR LIVE. 7- THE OWNER SHALL SELECT ALL COLORS FOR APPLIANCES, PAINT, TILE, CABINETRY, EXTERIOR PAINTING, COUNTER TOPS, AND KITCHEN AND ADEQUATE TIME FOR REVIEW, POSSIBLE CORRECTION, PO55}E3E,V*E5U MISSION, AND::FQR APPROVAL OF SUBMISSIONS WITHOUT DELAYING 3- DEMOLITION INCLUDES COMPLETE REMOVAL AND DISPOSAL OF ALL ITEMS FROM SITE, EXCEPT ITEMS DESIGNATED TO BE REMOVED AND CABINETRY. THE PROGRESS OF THE ENTIRE PROJECT OR ANY PHASE OF TV �PR03 3.`-:-:.;.. RETURNED TO THE OWNER FOR RE-USE. MATERIALS OR ITEMS SUCH AS DOORS AND FRAMES, GLASS AND LIGHTING FIXTURES DESIGNATED 8- CARPETING SHALL BE FURNISHED AND INSTALLED AT THE OWNERS EXPENSE UNLESS OTHERWISE AWARDED IN THE CONTRACT 6- ANY MATERIALS OR WORKMANSHIP FOUND AT THE TIME.TO BE DEFECTIV;'SNALL BE REMEDIED AT ONCE, REGARDLESS OF PREVIOUS ON DRAWINGS TO REMAIN THE PROPERTY OF THE OWNER SHALL BE REMOVED WITH CARE AND STORED IN A LOCATION ON THE SITE TO BE q- CONTRACTOR SHALL PATCH..-AND MATCH ALL FINISHES AFFECTED BY THE NEW CONSTRUCTION FOR BOTH THE INTERIOR AND EXTERIOR. INSPECTION. THE INSPECTION OF THE WORK IS INTENDED"'T':�.AJD THE CONTRAST- R�IN APPLYING LABOR AND MATERIALS TO AND IN DESIGNATED BY THE OWNER. 10- UPON COMPL ETION of THE W:... THE CONTRACTOR SHALL BROOM CLEAN ALL AFFECTED AREAS AND CART AWAY ALL DEBRIS. ACCORDANCE WITH THE SPECIFICATIONS, BUT SUCH.;.INSPECTION: »ALL NOT OPERATE TO RELEASE THE CONTRACTOR FROM ANY OF NIS 4- CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL WORK INCLUDING PERMITS FOR TRANSPORTING AND DISPOSAL OF DEBRIS AND 11- WATERPP(")" ALL BAT JROOM FLOOR:ANp PROVIDE COVE BASE AS PER 2015 I.R.C., CONTRACTUAL OBLIGATIONS. OTHERS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION INCLUDING ANY HAZARDOUS MATERIALS THAT MAY BE DISCOVERED. 12- ALL STAIR �ON5TRUCTIQN TO CO�If hT WITH 2015 I.R.C.. 7- ALL NEW MATERIALS AND INSTALLATIONS SHALL*`:BR :IPI ACCORDANCE WITH MFG. LATEST PRINTED SPECIFICATIONS AND WITH ALL 5- CONTRACTOR 15 REQUIRED TO NOTIFY OWNERS OF ANY AND ALL REQUIRED UTILITY SHUTDOWNS WITHIN THREE DAYS PRIOR TO TIME 13- GLASS ENCLOSURES A'.-' D SHOWFI�S'•AND TUBS SHALL BE IN COMPLIANCE WITH THE 2015 I.R.C.. GOVERNING CODE REQUIREMENTS. REQUIRED TO BE SHUTDOWN. 8- ALL MATERIALS SHALL BE NEW, AS CALLED FOR IN TNl'[?RAWINGS, AND THE BEST OF THEIR RESPECTIVE KINDS. THE CONTRACTOR 6- THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS SUCH AS GUARDRAILS, BARRICADES, COVERING, ETC., TO MA5ONRt:�'N(3TE..•... :;::.;:.. ........ WITHOUT WRITTEN APPROVAL OF THE ARCHITECT SHALL MAKE NO SUBSTITUTIONS. FOR PORTIONS OF THE WORK NOT SHOWN IN DETAIL BUT PROTECT THE WORKMAN AND PUBLIC FROM ANY FORM OF BODILY INJURY. I...FROVIDE.HFCPOi�L':C�:�::2'-0" O.C. :..... .. WHICH ARE SHOWN GENERALLY, OR FDR REASONABLE INFERABLE AS BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION, THE 7- PROVIDE AND MAINTAIN NECESSARY COVERINGS AND BOARDING TO PROTECT EXISTING WORK AND FINISHES TO'-REMAIN. UPON ;. :2::PROVIDE`GALVANIZEI) WALL TIES TO ANCHOR BRICK, MATERIAL, METHODS, AND WORKMANSHIP SHALL CONFORM, AS A MINIMUM, TO THE TYPICAL OR REPRESENTATIVE DETAIL THROUGHOUT THE COMPLETION, REMOVE ALL PROTECTION AND CLEAN DONN ALL SURFACES AND LEAVE ALL CONSTRUCTiOff:: . A C-L,EAN, ORDERLY CONDITION.,:.. `"PU.ROWALL REINFORCED @ 16" O.C. VERTICALLY, CORRESPONDING PARTS OF THE BUILDING. DUST SHALL BE KEPT AT A MINIMUM WITH PROTECTIVE COVERING REQUIRED OVER EXISTING FINISHES (C iI.RT, `ET.C.) TO BE PROVIDED. "...:... 4.`f-XRAN51ON JOI:NT5 @ 30'-0" O.C. VERTICALLY (MAX.) AND AT INTERSECTIONS. q- NO MATERIALS OF ANY KIND SNAIL BE USED UPON THE WORK UNTIL IT HAS BEEN INSPECTED AND ACCEPTED BY THE OWNER. ALL 8- THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE CAUSED BY IMPROPER••FR.OT.ECTION"AN-'n'::SHALL MAKE ALL REPA.{�-�. MATERIALS REJECTED SHALL BE IMMEDIATELY REMOVED FROM THE WORK AND NOT AGAIN OFFERED FOR INSPECTION. WITHOUT C05T TO THE OWNER. ELECTia:i✓A.. NOTES: 10- ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND ALL MECHANICS SHALL BE SKILLED IN THEIR TRADE. q- ALL REMOVALS SHALL BE NEATLY AND SAFELY DONE CAUSING NO DAMAGE TO WORK::'L.0 REMAINt .t)EBR15`A1�fl"RUBBISH•::SHALL NOftt`t.. I. ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE AND LOCATION ALLOWED FOR IT AND SHALL BE IN STRICT CONFORMANCE TO THE II- ITEMS SHOWN ON PLANS BUT N07 SPECIFICALLY STATED IN THE SPECIFICATIONS AND/OR VICE VERSA SHALL BE CONSIDERED TO BE ALLOWED TO ACCUMULATE AND SHALL BE PROMPTLY DISPOSED OF LEGALLY. " NATIONAL ELECTRICAL CODE GOVERNING MUNICIPALITY AND NEPA 72. INCLUDED IN THE CONTRACT. 10- MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN KEEP IN SERVICE AND PROTECT A�AtN T DAMAGE DURING:F3F 1OLITION OPERATIONS%' ::::::2. PROVIDE SEPARATE CIRCUITS FOR ALL APPLIANCES, AMPERAGES BASED ON MANUFACTURES SPECIFICATIONS. . : 3. CONTRACTOR IS TO VERIFY WITH THE OWNER, IF THE OWNER WILL BE PURCHASING APPLIANCES AND WAVING THEM INSTALLED BY OTHERS PRIOR TO CODE COMPLIANCE EXCAVATIONS AND SUBSURFACE 501L CONDITIONS SUBMITTING A BID ON THE PROJECT. I- ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BUILD IN COMPLIANCE WITH ANY AND ALL APPLICABLE 2015 I.R.C. I- CONTRACTOR SHALL STRIP ALL TOPSOIL FROM EFFECTED AREAS OF THE SITE AND SAVE FOR REDISTRIBUTION. THE CORTRAISTOR SHALL 4. CONTRACTOR SHALL INSTALL AS PER OWNERS pIRECTION ANY AND ALL INTERCOM ALARM THERMOSTAT TELEPHONE AND/OR TV ANTENNA WIRING CODES AS WELL AS THE REQUIREMENTS OF LOCAL AGENCIES. THESE RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MATERIALS THEN REMOVE ALL EXCESS EARTH FROM THE SITE. IN WALLS PRIOR TO SNEETROCKING. ALL WIRING SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED 0 TRADES PHASES 0 CONSTRUCTION, FILING PROCEDURES AND 2- PRIOR TO EXCAVATION THE CONTRACTOR SHALL VERIFY VP:T CA.{i IS OF ALL BELOW GRADE UTILITi'E5:a*4AT.ER AND SEWAGE LINES AND INCLUDE THE FOLLOWING: EQUIPMENT, APPLICATIONS / INSTALLATIONS, THE PROPER SEQUENCE F TR DE D P E F TR A) ALL WIRING FOR NEW SWITCHES, OUTLETS, FIXTURES, RE-CIRCUITING NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING OF EXISTING GENERAL ACCEPTABLE BUILDING PRACTICES OUTLINED BY THESE CODES. THESE REQUIREMENTS SHALL PERTAIN TO THE PROPERTY DRYWELLS SEPTIC SYSTEMS AND ANY OTHER FACILIT{f5.. FIXTURES AND LABELING of CIRCUIT BREAKERS TO INDICATE CIRCUIT USE. .::.":::::::. .: ADDRESSED HEREIN AS WELL AS AN" NEIGHBORING PROPERTIES THAT NAY BE AFFECTED BY IT'S ALTERATION. BE IT KNOWN THAT ALL 3- ALL EXISTING FILL ROOTS ANp OTHER UNSUIV.TABLE BEARING MATERIAE:i 5NALL BE RENOVED AND FOOT INGS.CARRifP1 TO THE BOTTOM OF B) FURNISH NFBU CERTIFICATE AT COMPLETION OF WORK. NOTES AND SPECIFICATIONS SHOWN �IEREIN WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES ARE RECOMMENDATIONS OF THIS OFFICE SUCH EXCAVATION. .. 5. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE AND ARE SUBJECT TO CHANGE AS PER ANY GOVERNING AGENCIES AND REPRESENTATIVES THEREOF ANY DISCREPANCIES WNICN MAY ARISE 4- ALL FOOTINGS SHALL BEAR ON VIRGIN SO#L_ HA0I4-i:%%k MINIMUM BEARING CAPACfT{Y:`QF TWO .2-..TONS PER•:SQUARE FOOT. CONTRACTOR TO BEDROOMS, AND ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND ATTACHED GARAGES, BUT NOT INCLUDING CRAWL SPACES ( � .. AND SAID REQUIREMENTS SHALL BE BROUGHT TO THE ARCHITECTS/REPRES./REPRES. ATTENTION BEFORE VERIFY ASSUMED SOIL-BEARING CAPACITY ANI}.SNAL(''AS`SUME FULL RESPONSIBILITY':FOR:.SAME':::[-'D.NTRACTOR TO NOTIFY THE ARCHITECT AND UNIHABITABLE ATTICS. SMOKE ALARMS SHALL BE INTERCONI'IECTED IN SUCH A MANNER THAT THE ACTUATION of ONE ALARM WILL WILL ACTIVATE BETWEEN THESE DRAWINGS • THE COMMENCEMENT of WORK IN QUESTION. OF ANY 501L VARIATION OR CONPT 0N::ADVER5ELY WRE*-"'ISG.ASSUMED-ASSUMED -';.:PRIOI�`T-D:"TgE POURING OF ANY FOOTINGS. ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND N015E LEVELS WITH ALL N W 0 S A NEW YORK STATE ENERGY 5- IN THE EVENT THAT TNE..CONTRACTGfR DISCOVERS CLA ;`SILT .Q.r:QTNER` p :;THE GONT.RACTOR SHALL COORDINATE A TEST BORING IN INTERVENING DOORS CLOSED, ONE CENTRALIZED ALARM HORN FOR ALL SMOKE DETECTORS IS PROHIBITED, CARBON MONOXIDE ALARMS SHALL BE 2 EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE FIRE CODE OF E Y RK T TE "' INSTALLED IN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA AND ON ANY STORY HAVING FUEL-FIRED OR SOLID-FUEL "APPLIANCES CONSERVATION CODE FEDERAL O.S.N.A. AND ALL OF THE LOCAL GOVERNMENT AGENCIES HAVING JURISDICTION INSOFAR AS APPLICABLE ACCORDANCE WITH THE OWNER`�:?Q..... TQR..AGREEMENT TO VEf�IF 'THE PRESUSi�D MINII�I}i� BEARING CAPACITY. AND EQUI,MENT"' FIREPLACES OR ATTACHED GARAGES. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE TO NI5 PORTION OF THE WORK. 6- ALL EXTERIOR FOE3TliJCx5.5HALI::Bf;•.A NINA......::OF 3'-0" BELOW GRA'L?..:UNLESS AInTED OTHERWISE IN PLANS. p ACTUATION OF ONE ALARM WILL WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL 3- NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM AN EXECUTION OF ALL WORK IN CONCRETE 4 FOA6A'TION NOTES: ;. '.'.'.V.'.*.'..; :,'. '' BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL CARBON MONOXIDE ACCORDANCE WITH ALL STATE AND LOCAL CODES, I- PERFORM REQUIR:h.O:::WfRAT}ONS T©'EXISTING:CONCRETE. NEW WORK I0TRLED ADJACENT TO AND CONNECTING WITH PRESENT WORK DETECTORS 15 PROHIBITED. PERMITS, INSPECTIONS AND APPROVALS SHALL itATC.H:::EXIST[(�0:::.;:.JOINTS:13€THEEN NEW AND::EXISTING WORK SHALL BE TROWELED SMOOTH AND EVEN. PROVIDE EXPANSION JOINTS G. CONTRACTOR SHALL VERIFY WITH THE OWNER LOCATION AND QUANTITY OF LIGHTING FIXTURES SWITCHES OUTLETS ETC. PRIOR TO PROVIDING BID I- UNLESS OTHERWISE AGREED UPON BETWEEN THE ARCHITECT AND THE OWNER THE OWNER SHALL PAY FOR AND THE CONTRACTOR SNAIL AS::, E?UIRE[7::::` ON PROJECT. 2-� W.T'.INGS:`AT DIFFERENT:"LEVELS SHAf�t:`r3:E:5TU-PPED SO THAT THE CLEAR DISTANCE BETWEEN ADJACENT BOTTOM EDGES SHALL NOT 7, PROVIDE A MINIMUM OF ONE OUTLET IN A HALLWAY THAT EXCEEDS q'-o" IN LENGTH, OBTAIN A BUILDING PERMIT FROM THE VILLAGE TOWNSHIP OR GOVERNING MUNICIPALITY PRIOR TO STARTING ANY WORK. ......... ••............. 8. PROVIDE ONE OUTLET IN EACH ROOM A MINIMUM of 0-0" FROM THE ENTRANCE TO THAT ROOM. 2- THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS PERMITS CERTIFICATES OF OCCUPANCY INSPECTION APPROVALS ETC. FOR-%:::;�:::.EXCEEi :.A.;SLOPE OF ONE:VERTICAL TO TWO HORI'i I�UL OR DEPENDENT UPON LOCAL GOVERNING CODES, WHICHEVER 15 PREVALENT. FROM AGENCIES NAVIN JURISDICTION THEREOF. .: :3:;:.CON -'RE--L FOUNDATIONS SHALL BE POURED CONTiNUMLY. IF POUR IS INTERRUPTED A VERTICAL KEY SHALL BE PROVIDED. q. PROVIDE A MINIMUM OF ONE G.F.C.I, OUTLET WITHIN 3-0 OF ANY SINK AND A MINIMUM OF ONE IN EVERY BATHROOM UNLE55 OTHERWISE SPECIFIED. WORK PERFORMED FR G G l0. CONTRACTOR MUST VERIFY WITH NI5 LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS REQUIRED FOR TNI5 PROJECT PRIOR TO 3- THE CONTRACTOR SHALL HAVE A COMPETENT REPRESENTATIVE OR FOREMAN PRESENT WHO SHALL FOLLOW WITHOUT DELAY ALL `N!�RtZONfk*:'.*.'. ARE NOT:T..... ED. SUBMITTING A B,ID. INSTRUCTIONS OF THE OWNER OR HIS/HER ASSISTANTS IN THE PROSECUTION AND COMPLETION OF THE WORK IN CONFORMITY WITH THIS:::;:::::.. 4-'.CONTRACTOR SHALL VERIFY::�tI ...... NS AND LOCATIONS OF SLOTS PIPE SLEEVES INSERTS ANCHOR BOLTS ELECTRIC CONDUITS ETC. II, CONTRACTOR TO VERIFY LOCATIONS OF MASTS METERS SUB-PANELS ETC. FOR RELOCATION AS REQUIRED FOR THE PROJECT. CONTRACTOR MUST CONTRACT AND SHALL HAVE FULL AUTHORITY TO SUPPLY LABOR AND MATERIALS IMMEDIATELY. THE CONTRACTOR 5HAL�L`-&`50 HAVE`A',.:,%:.. AS`REQUIRED FOR TRADES BEF*M'::'?l AC{NG CONCRETE. ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT sNowrd ON PLANS PRIOR TO COMMENCEMENT OF WORK Q BIDDING, COMPETENT REPRESENTATIVE AVAILABLE TO RECEIVE TELEPHONE MESSAGES AND PROVIDE A REASONABLE REPLY AS.SOON AS`?t'05SIBLE," ?`::-:•:..5- i CONCRETE:;•(....* FOUNDATION, MAI:;::: rTALL BE ACCEPTED IN LIEU OF POURED CONCRETE WHERE PERMITTED BY LOCAL CODES. . .'l:',`'• """'6= FOR CRAWL Sr ACES BASEMtENCS ANl) CELLARS ANCHOR BOLTS SHALL BE 5/8" PIA. WITH MINIMUM EMBEDDMENT OF 18" FOR MASONRY BUT NOT LATER THAN 24 HOURS, "" :.,.,:.•:.: ,:. ;l;; :. :.. ..: .:.:. FIREPLACE NOTES: WALLS�ANt :7.. FOR:ROU-RED COT,RETE WALLS. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL MAX. ONE FOOT FROM CORNERS AND 4- THE CONTRACTOR SHALL AT ALL TIMES PROVIDE CONSTANT AND EASY ACCESS AND SAFE PROPER FACIL}.TLES.FOR TFJ :::JNSPECT{Qlt..::: „ I. FIREPLACE CONSTRUCTION SHALL COMPLY WITH SECTION 7813.50 OF N.Y. STATE ECCC WITH A MAXIMUM OF 20 CFM AIR INFILTRATION LOSSES WITH DAMPER IN ... .......... OF ALL PARTS OF THE WORK. ":::.V.;•. 6 FROM E0:::'-ONDITIOf�5.''k.AND`SPACED THEREAFTER A MAX. 48 O.C. FOR SINGLE STORY STRUCTURES AND 3-0 O.C. FOR TWO STORY 5- THE CONTRACTOR SHALL POST THE PERMIT ON THE JOB 51TE AS PER BUILDING CODE REQUIREMENTS`tN::;.AN COAISPICUOUS``f:#[ACE-. 5TRUCTURE5­At 6:-23" O;C,` FOR THREE STORY STRUCTURES. NOTE THAT TWO STORY STRUCTURES WITH ROOF SLOPES EQUAL TO OR CLOSED POSITION 2. FIREPLACE UrJIT SHALL BE PROVIDED WITH 150 CFM OUTSIDE AIR INTAKE DUCT (DAMPERED). GREATER THAN ' t...... L BE CONSIDERED THREE STORIES. 3. FIREPLACE TO BE "SUPERIOR" MODEL WITH OPTIONAL GLASS DOOR ASSEMBLY AND OUTSIDE COMBUSTION KIT INCLUDED. 7- FOR SLABS OIT GRADE AND LOCATIONS WHERE THE EXTERIOR WALL PLATE BEARS DIRECTLY ON THE FOUNDATION WALL ANCHOR BOLTS q. FIREPLACE SHALL BE INSTALLED AS PER MANUFACTURERS WRITTEN SPECIFICATIONS. PAYMENTS TO THE CONTRACTOR • `. SHALL BE 5/8 DIA. WITH MINIMUM EMBEDMENT OF 18". THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL, MAX. ONE FOOT FROM 5. PROVIDE METAL WALL SHIELDS ON BOTH SIDES OF FIREPLACE OPENING SUPERIOR H540 OR EQUAL). 5- BEFORE ANY PAYMENT WILL BE MADE BY THE OWNER THE CONTRACTOR SHALL DELIVER TO THE OWNER ANY:1 IkIVER OR.. ...A ES OF CORNERS AND 6" FROM END CONDITIONS AND SPACED THEREAFTER A MAX. 33" O.C. 6. CHIMNEY OUTLETS SHALL NOT BE LOWER THAN THE TOP OF ANY WINDOPJ WITHIN 15'-0" OR LESS THAN 2'-0" ABOVE ANY COMBUSTIBLE PART OF THE ROOF WITHIN ANY LIENS ARISING OUT OF NIS CONTRACT FOR WORK COMPLETED AS OF THE DATE OF THE REQUEST FOR PAYMENT. ..7.,.,.V.,.'*... PROVIDE CONTINUOUS METAL TERMITE SHIELD WITH ALL JOINTS SEALED ALONG PERIMETER WALLS AND SHIELDED TERMITE COLLARS AT 101-011. 6- THE CONTRACTOR SHALL AL50 FURNISH EVIDENCE 5AT15FACTORY TO THE OWNER THAT ALL PAYROLLS, BILLS FOR.-LABOR, MAT-0I�AL5 ``;::;;::R t1MBING PIPES IN CRAWL SPACES UNLESS OTHERWISE NOTED, AND EQUIPMENT, AND OTHER INDEBTEDNESS CONNECTED WITH HI5 WORK FOR WHICH THE OWNER OR HI5 PROPERTY..:VIGHT IW-ANY WAY..�f. q MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS TO BE AS FOLLOWS: PLUMBING NOTIES: RESPONSIBLE, HAVE BEEN PAID OR OTHERWISE SATISFIED. '1 ' ,' ... "` A) FOOTINGS, PIERS, FOUNDATION WALLS: Ft = 3,500 P.S.I. STONE CONCRETE. 1. ALL PLUMBING WORK SHALL BE IN STRICT CONFORMANCE WITH ALL STATE AND LOCAL CODES. INSURANCE AND WARRANTIES B) SLAB ON GROUND: F'C = 2,500 P.S.I. CONCRETE. 2. HOT WATER NEATER SHALL HAVE A MAXIMUM TEMPERATURE SETTING OF 140 DEGREES F. . C SUPERSTRUCTURE, SLAB: Ft = 3,500 P.S.I. CONCRETE. 3. PROVIDE HOT AND COLD WATER SUPPLY LINES TO A NEW REFRIGERATOR AS REQUIRED BY MANUFACTURES SPECIFICATIONS. I- EACH CONTRACTOR AND 5UB-CONTRACTOR SHALL SUBMI" PROOF OF INSURANCE WITH A COMPANY JN5IJRED BY THE 5TA'TE OF.::flEN YORK ) HAVING COVERAGE FOR THE TYPES OF WORK SPECIFIED WITHIN THIS BID PACKAGE IN THE AMOUr�fs AND:; i RI00S SATISFA...... Y TO THE D)3500 P.5.I.,MIN.COMPRE551VE STRENGTH OF CONCRETE FOR GARAGE SLAB. 4. PROVIDE INSULATION ON ALL NEW PIPING A5 REQUIRED BY CODE. OWNER. THE PROOF OF INSURANCE SHALL BE AS FOLLOWS: COMMERCIAL GENERAL LIABILITY,. CORIFRACT f ::.ER5ONAL INJURY, E)CONCRETE TO BE 5 TO 7% AIR-ENTRAINED,PER R 402.2 OF RCNYC 5. REMOVE AND RELOCATE ALL EXISTING PIPING AS REQUIRED TO ASSURE THE PROPER EXECUTION of THE WORK. AUTOMOBILE LIABILITY MEDICAL PAYNENT5 AND UMBRELLA LIABILITY. FAILURE TO SUBMIT CERTIFICATE OF::I.ffl'!RANCE MAY CAUSE YOUR 10- ANTI-HYDRO SHALL BE ADDED IF POURING TAKES PLACE AT 32 DEGREES F OR LESS. 6. BELOW GROUND WASTE LINES SHALL BE X•H.C.I. PIPING, .. ........... 7. POTABLE LINES SHALL BE TYPE "L" COPPER. BID TO BE DISQUALIFIED. 8. THE PLUMBING CONTRACTOR SHALL PERFORM ALL REQUIRED GAS OR OIL PIPING AND VERIFY ANY 51TE CONDITIONS 4 REQUIREMENTS . PERTAINING TO THERETO (IE. RELOCATION, UPGRADING, ETC)-PRIOR TO BIDDING AND COMMENCEMENT OF ANY WORK. """' q. SANITARY DISPOSAL SYSTEM SHALL BE COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED FOR DESIGN AND INSTALLATION. THE OWNERS SURVEYOR SHALL BE RESPONSIBLE FOR DESIGN LOCATIONS of THE FACILITIES AS WELL AS OBTAINING ALL PERMITS OR " ��� 4D` �// SHEET TITLE PRELIMINARY PLANS APPROVALS. �N.!�+F�. v/� q a D 10, WATER MAIN MUST BE 7-0 AWAY FROM THE SANITARY DISPOSAL SYSTEM AND 4-0 DEEP.12. IN BEARING WALLS OR PARTITIONS, NO e"�';`' Nis At �i:��I® °� ➢e Iln D IV ::..;:::`..:;: ss,1<1 .°.11 " ���+ �K PROJECT NAME STUD IS TO BE CUT MORE THAN 1/3 ITS DEPTH TO RECEIVE PIPING, DUCT OR ELECTRICAL WORK. `�• e., ��� NAPIGO RESIDENG E :::::: a a ei. VISTORI A DR.,SOUTHOLD,NY-11171 C 750 11 °" _ r 0 • SHEET NO. M: OYSTER E3�41' DR �TINC� ' •.'� r<. _�y4 A kb da �rND ARCH I TEGTiJRE, fi�.G. DATE: 3-15-20 ��QD �° I 68 WEST MAIN STREET OYSTER BAY, N.Y. 11-7-11 5r-ALE: AS NOTED of " tr ., %% - B,? oT aY: M.M. I '�t�•a3 a 4�QA��` (516) 122-5176 (FAX) �12�-C X35 WEB: WW W.OY5TERBAYDRAFTIN6.GOM EMAIL: ARCHITECT®OY5TER5AYDRAFTIN6.COM IJOB NO: 20040