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HomeMy WebLinkAbout52133-Z Town of Southold * ,* P.O. Box 1179 0 53095 Main Rd utm Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47195 Date: 07/06/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 4520 Peguash Ave Cutchogue, NY 11935 Sec/Block/Lot: 110.-3-30 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/01/2025 Pursuant to which Building Permit No. 52133 and dated: 07/31/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Alterations to an existing single-family dwelling as applied for. The certificate is issued to: Rosemary Bowe Kracke Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 26-107360 6/17/2026 PLUMBERS CERTIFICATION: All Points East Plumbing &Heating 6/15/2026 .f iiAL Aut o ' ed Si ature Ofsoulyo(o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52133 Date: 07/31/2025 Permission is hereby granted to: Rosemary Bowe Kracke 4520 Pequash Ave Cutchogue, NY 11935 To: construct alterations to an existing single-family dwelling as applied for. Premises Located at: 4520 Pequash Ave, Cutchogue, NY 11935 SCTM# 110.-3-30 Pursuant to application dated 07/01/2025 and approved by the Building Inspector. To expire on 07/31/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $322.00 CO-RESIDENTIAL $100.00 Total $422.00 -- ------------------- Building Inspector .t Certificate of Compliance ................................................................................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................................................................................................................................................................................................................ CERTIFIES THAT Upon the application of Upon premises owned by G & S Electric Mrs. Kracke PO Box 215 4520 Pequash Ave Southold, NY 11791 Cutchogue, NY 11935 Located at: 4520 Pequash Ave, Cutchogue, NY 11935 Application Number#: 26-107360 Certificate#: 26-107360 Electrical License#: 578-ME/31568-ME Section: Block: Lot: Building Permit#: 52133 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: i Interior Alterations- 1 st Floor-Water Damage i A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 17th day of June 2026 Name QTY Incand. Fixture - 15 Amp, 120V 5 AC Blower- 15 Amp, 220V 1 AC Condenser- 20 Amp, 220V 1 Duplex Receptacle- 15 Amp, 120V 9 Dishwasher Circuit- 20 Amp, 120V 1 Paddle Fan - 15 Amp, 120V 1 GFCI Duplex Receptacle- 15 Amp, 120 V 2 Exhaust Hood - 15 Amp, 120V 1 Electrical Inspector: Anthony Giordano . VS.r� 4 Certificate of Compliance ................................................................................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................................................................................................................................................................................................................ CERTIFIES THAT Upon the application of Upon premises owned by G & S Electric Mrs. Kracke PO Box 215 4520 Pequash Ave Southold, NY 11791 Cutchogue, NY 11935 Located at: 4520 Pequash Ave, Cutchogue, NY 11935 Application Number#: 26-107360 Certificate#: 26-107360 Electrical License#: 578-ME/31568-ME Section: Block: Lot: Building Permit#: 52133 Name QTY ARC-Fault- 15 Amp, 120V 4 i Recessed Hi-hat Fixture - 15 Amp, 120V 15 Switch - 15 Amp, 120V 9 Electrical Inspector: Anthony Giordano F91 1t`4r� bwn Hall Annex {'�® �y -„ Telebhbne(631)765-1802 54375 Main Road n n O.Box 1179 E. CD W E v Southold,NY 11971-0959 ti���®� �°���1,•r JUIV � 4 _ 2026 BUILDING DEPARTMENT Building ®erartment TOWN OF SOUTHOLD. Town of Sou;-hold CERTIFICATION Pate: S7/,2-�e Building Permit No. a 3 Owner: K(-o,.-C I C (Please print) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I%lead. r• (Plumbers Signature) Sworn to before me this day of 3u-n e , 20;L (_P Notary Public, C, 60WOO.0 County SUSAN A.RIZZO Notary Public,State of NewYOTk No.01 R16183459 Qualified in Suffolk County Commission Expires March 17,2%Zr � pF 50(/lyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. coutm, 631-765-1802 .(,(" INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O [ ] RENTAL REMARKS: f D i DATE 14 -W INSPECTO SOUTyO� .. # . # TOWN OF SOUTHOLD BUILDING DEPT. 'outm,N 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ RERAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [AlNSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4 CAWll(-4 A2- DATE INSPECTOR so # TOWN OF SOUTHOLD BUILDING DEPT. coo 631-765-1802 �z�33 INSPECT1.0N .. [ ] FOUNDATION 1 ST/REBAR- [ ] .ROUGH PLBG. [ ] FOUNDATION 2ND [ ]` I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [. ] FIREPLACE & CHIMNEY [ ],- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ _] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: @ gxcknL" .C"- Qi�mt� dM,rJ . (9 Rbno 4�k' A> 44') DATE v INSPECTOR KRACKE RESIDENCE [ •..p E C E V E •ROSEMARY•KRACKE 4520 PEQUASH AVE 'r= CUTCHOGUE NY 11935 d J U N 2 2 2026 LL <� �o=ai�J'srts� a�•�:�r�rtrn��a� AS-BUILT LETTER: FOvya'0,-S 0Uth1Ie DAYID MARTINS RA,LEED CERTIFIED 18 MIDTOWN RD GABLE PLACE NY 11514 TO WHOM IT MAY CONCERN: email:diii@arrhitectsmad.com cell:(631)332-3021 Please see the attached architectural drawings reflecting changes that had to be performed during the construction of the subject property..The following changes have been made: - Due to the location of existing plumbing roughs for the existing ground floor bathroom,pro- posed(3)2X8 ML beam was unable to be installed.(2)4XW/4"steel columns have been in- stahed:in.its;plaoe-at:the;locotinn:otahe;poitit�luads;froma�botte,-$e@:gllagge�refiected:onsheet, A-100. - New Columns.have been installed on 24"X 24"X 12"footing w/rebar and anchor bolts as per attached architectural drawings/details on sheet A7400. As the architect of record,I have reviewed the construction/site conditions and certify that it matches the new As-Built architectural drawings attached,dated June 2026. If any further clarification please do not hesitate to contact my office. `Sincerely, A D ARc David Martins ����\o tOELHO � o N 04l "14 q�F or i �_ FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) -------------------------------------- --- FOUNDATION (2ND) ------------- ROUGH FRAMING& ------- PLUMBING \3j V) ----------- --------- --___ _...-------�_ccdc.0 5 c/�2c. c�r V4 INSULATION PER N.Y. ------- STATE ENERGY CODE -------—----- I------------- vus FINAL ---------- ADDITIONAL COMMENTS ( 6 2A (o .......------- --------- ..... ---------- ------------- -------------- ------------------ -------- SUFFO��c�G TOWN OF SOUTHOLD—BUILDING DEPARTMENT i Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 • �; Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT r \ 'rl F Y i For Office Use Only � f� PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete O{ OL,t1� 4t1 �rr�fdl applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 0-7 Ap,2s, OWNER(S)OF PROPERTY: Name:Rosemary Kracke SCTM#1000-110-03-30 Project Address:4520 Pequash Ave, Cutchogue NY 11935 Phone#:516-633-4285 Email:rosemary.kracke@gmail.com Mailing Address:4520 Pequash Ave, Cutchogue NY 11935 CONTACT PERSON: Name:David Martins Architects MAD Mailing Address:18 Midtown Rd, Carle Place, NY 11514 Phone#:631-332-3021 Email:dm@archite-ctsmad.com DESIGN PROFESSIONAL INFORMATION: Name:David Martins Architects MAD Mailing Address:18 Midtown Rd, Carle Place, NY 11514 Phone#:631-332-3021 FFmall.dm@architectsmad..com CONTRACTOR INFORMATION: TI3C Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition DAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $15,000.00 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single - Family Residence Intended use of property:Single - Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES,PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section WAS of the New York State Penal law. Application Submitted By(print name):Rosemary Kracke ❑Authorized Agent DOwner Signature of Applicant: Date: j UA1 5, 2-oZ57' STATE OF NEW YORK) S:COUNTYOFQ(S) ) Rosemary Kracke being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this l ` 1 3 day of 20 1 Notary, dP •��......�1lj� �� P PROPERTY OWNER AUTHORIZATION = Aq (Where the applicant is not the owner); � % 0 1,26 1 �y I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 I 41, Town Hall Annex Telephone(63.1)76S-T802. 54375 Main Road '. � Fax.(631)765-9502. P.O.Box 1479 Southold,NY 11971-0959 �. BUiLD1NO„DEEARTMENT NOTICE:OF UTILIZATION OF.-TRUSS TYPE:CONSTRU.CTION ,PRE-ENOINEEREW WOOD CONSTRUgP0 ANDIQR TIMBER'CONSTRUCTION -Owner: Location of Property;,y Please ake noice.that the (check applicable line): New commercial or residential structure Addition to-existing commercial or residential structure. X 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($) (check applicable Floor framing, including girders-and beams(F) Roof framing.(R) Floor.and.roof:framing-(FR). Signature Name.(person submitting this form) QAy1 o. mLernrs. �p¢u►rrEc fh,�ol.. Capacity(check applicable.line): Owner r Owner;representative �gRu+i>fct� TrussRegl5 docx Effeotive:1/112616 p1 UIMnK= D ALMAMW w AMMOM TO INS DYMT n A MAIM Cr sEmmm mm S me ar tm°L STATE w=xyION LAY.(t)cwAmm SNOM NgEON fl1011 l LILTY lJtO TD Lt4SiN0 STDICTUSp AAH I0R A F[GFlC hAO•OSE AD ML NOT ID a lAm ID C3TA■L41�lISOrFILL1T LJIEt a ADR bRliDN 0i FO CR[(�� T`�A KY UAF NOT�M Mc i LAND �� �a - �DeGLTiA NQLW SNALL,A.w owtr l0 M t aooN TQ YLDM T¢DgyET 0 rIRtANED AND DN NS SOGV m 7NC T(6d CLILrAn,COMEiIIe°11TAL A°DCY AND Lb=m NSDMm US=momm AND 70 THE mmwm OF THE mum MnMDK C[STV am"Me NDT TRANS mmz To A=MAL'=nr W Olt limmmio T iA14 lol■ j SLY. AK■Qt F �Co U M•Y.LO a po IM eW saM (Ql sw1 Nom AK Ad BOO®estole wo w eArA oST.Yfm�r as N f� J y �SOO Oetrolder Avg _ _ 0 p l tetel. M :f�651.-MM =L 63 7D A adrtl>r»yvurl�+rlgtle■rtgsan (� wj tiorYtrd Yl Yourlcy L=Ld Survewor g �\ ThortN:Ty G.Nbipert ProFOO510 1 Erghier $ OQ w * 5 R4bwt C.Tent.DolAglCs E.Ade>iro,Prelfensfa�al Frgrseer • O vn sS1TE DATA AREA 55,000 Sa FT. 01C 1 ,NO J O,("'\ 00. 7C , D O pG SURVEYOR'S CERTIFICATION MADENE JEAN 7BOCCIA THAT TH R • BO CC - PREPARED IN ACCZRVAWE rUTH TM ` ;k O `� LAND VXv' ^^ADOPTED BY THE NMEN Y OF PROFE591ONAL LAND SURVEYORS. f ath.s� NONARD IV•YOVN6,N.YS.L5.NO.45bi'J �''� '�•"`i�•. 60. -TNooD � ,��q s ti .y •� ��' ROAD SURVEY FOR o O O 9i E i O �• viml EDWARD E. SOGGIA 4 MADELEINE .LEAN SOGGIA at Guthogu®, Town of Southold �O e� � v �9 Suffolk County, Nero York wRVEY oV 6r1p� �, p0 Govntg TaX Map D1.01d 1000 SMU- 110 ero&05 Lot 50 KILP SURVEY GOMPLI•TL'D SEPT.26,20 \\ MAP PREPARED S)'S'T,50.200b `O �� O�b� �QO k o� ��� Record of Revlelons RECORD OP PeASION5 DATE 0 t tC,• 40 O 20 40 e0 \ 5calel I' ■ 40' Joe No.200b-0926 I Q DW9.2006_0520.uuvey a MONUMENT 5ET ■e MONUMENT FOUND A■5TAKE 5ET A■ 5TAKE FOUND Generated by REScheck-Web Software Compliance Certificate Project Kracke Residence Energy Code: 2021 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Aiteration Project SubType: None Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false is-Renewabie false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 4520 PEQUASH AVE ROSEMARY KRACKE DAVID MARTINS CUTCHOGUE, NY 11935 4520 PEQUASH AVE ARCHITECTS MAD CUTCHOGUE, NY 11935 18 MIDTOWN RD 516-633-4285 CARLE PLACE, NY 11514 rosemarykracke@gmail.com 631-332-3021 dm@archtiectsmad.com Compliance: Passes using prescriptive requirements for alteration projects Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavitv M&I . . . . Perimeter Ceiling: Flat Ceiling or Scissor Truss --- --- --- -- --- ---Exemption: Framing Framing cavity not exposed. Wall:Wood Frame, 16"o.c. --- --- --- --- --- ---Exemption: Framing Framing cavity not exposed. Floor:All-WoodJoist/Truss Exemption: Framing cavity not exposed. Window:Wood Frame SHGC: 0.29 35 0.280 0.300 10 11 Door: Solid Door(under 50%glazing) 17 0.280 0.300 5 5 Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 1 of10 Energy Credits s a;iplicalale Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2021 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. K)AuiO MAUMS - UxAlIECT ,,ate 61 J.2S Name-Title Sig natu a Dater Project Notes: Renovate existing kitchen Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 2 of10 CREScheck Software Version : REScheck-Web �J( Inspection Checklist Energy Code: 2021 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. SeStton �ni a t r8t1 @I If a CI P s Y I d F➢eld Ve fl &Req ID 103.1, oConstruction drawings and �r �❑Complies 103.2 documentation demonstrate ' r. ❑Does Not [PRl]1 !energy code compliance for the building envelope.Thermal °'" ' ❑Not Observable !envelope and energy compliance x, ❑Not Applicable ;path represented on construction ,documents. sp - Y 103.1, ;Construction drawings and $❑Complies j 103.2, documentation demonstrate ° ,:❑Does Not 403.8 !energy code compliance for [PR3]1 'lighting and mechanical systems !Systems serving multiple „...: x T:, PP3[]Not Observable l❑Not Applicable V ` � � 3 dwelling units must demonstrate "_rnrnpliaance with,the 1ECC ;Commercial Provisions. ,;,:,( 3b2-1 Heating and cooling equipment is; Heating: Heating: '❑Complies ; 403 7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not {PR2]z on-loadscalculated per ACCA Manual or other methods Cooling: Cooling: ,❑Not Observable ] Btu/hr ; Btu/hr t]Not Applicable approved by the code official. PP E 5 1, n} Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2;=Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 3 of10 #r Foundation Inspection Compi�es' CommentsJAssumpt�ons &_FaiegYllf? 'S F 3032 1 A protective covering is installed to ❑Complies [FO31]2 protect exposed exterior insulation i❑Does Not (and extends a minimum of 6 in. below ; , r ,grade. Observable ;❑Not Applicable 4039 }Snow and ice-melting system controls '❑Complies ,0121, installed to shut off system when UDoes Not pavement temperature >50F and no ! precipitation. ❑Not Observable ❑Not Applicable Additional C-9mments/Asslirr-ntiOnv 11 High Impact(Tier 1) 2: Medium Impact(Tier 2) =3. Low Impact(Tier 3) Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 4 of10 Section Plant Veri#[ed jFeeid Yer[f[ed' ti �# Fra`mmg/Rough In Inspect[on Complies ComM6riWAssumptaons Value, \Falue , 402.1, ;Door U-factor, w U U- ;❑Complies See the Envelope Assemblies 402.3.4 i ;table for values. 402.3. '❑Does Not ;❑Not Observable , ❑Not Applicable 402.1, ?Glazing U-factor(area-weighted U- U- '.❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable ; [FR2]1 !❑Not Applicable ; k 303.1.3 U-factors of fenestration products x `❑Complies [FR4]1 are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier f❑Complies [FR23]1 I installed per manufacturer's k r n f❑Does Not instructions. `tea ti ❑Not Observable = .1❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not !AAMA/WDMA/CSA 101/I.S.2/A440 ��` I❑Not Observable ;or has infiltration rates per NFRC i 400 that do not exceed code �:°� ❑Not Applicable !limits. F 4024 5 j IC-rated recessed lighting fixtures i ❑Complies [FR16az sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm1�4a leakage at 75 Pa. w: I❑Not Observable t a_J❑Not Applicable E - 403.3.1 Supply and return ducts in attics ' " 7- ❑Complies [FR12]'- l insulated>= R-8 where duct is "-'Does Not !>=3 inches in diameter and >_ R-6 where<3 inches. ,)❑Not Observable ❑Not Applicable 403.3.4 ;Ducts, air handlers and filter ❑Complies r - [FR13]1 ;boxes are sealed with ❑Does Not� H; � !joints/seams compliant with N ❑Not Observable I International.Mechanical.Code or ❑LoZ A ficaDie International Residential Code,as ] pp ;applicable. e 4033 7 ;Building cavities are not used as ❑Complies [FR15]3 riducts or plenums. xi ❑Does Not M '❑Not Observable r ❑Not Applicable 4v6 ter i"i1SAC piping•Lvi�6cYMg fiulc`IS ! it- [FR17]zabove 105°F or chilled fluids ❑Does Not below 55 4F are insulated to atR- t�; ? j❑Not Observable 3. ❑Not Applicable ' 403.4.1 Protection of insulation on HVAC Complies [FR24]1 !piping. ( ❑Does Not 4 ;i �,..�. - ' f` �❑N�t4t!caryahla ❑Not Applicable 40Z':4 6 !Electrical and communication '' '❑Complies R29I3 boxes installed in the thermal Not [F i boundary of the envelope sealed G ❑Not Observable ; �..: ='� s Ito limit air leakage between % l❑Not Applicable conditioned and unconditioned PP spaces. ..._, _._,. .. .,. 11 High Impact(Tier 1) Z, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 5 of10 Section Plans Ve F�eitl 1ler�f�ed ;r # Framing(Rough In inspection ri#ietl Complies? ;Comments/Assumptions &Req.ID Vaiue Value _ _ 4035 2 Hot water pipes are insulated to R- R- ❑Complies [FR181� a zR-3. E❑Does Not J t '❑Not Observable ❑Not Applicable 4036 ;Automatic or gravity dampers are = ,❑Complies ' [FR19]zI installed on all outdoor air x ,❑Does Not intakes and exhausts for �3mechanical ventilation systems. `j �� _❑Not Observable <, s❑Not Applicable 403'.f 1 Ventilation systems in climate a +�❑Complies R30J� ,,zones 7 &8 shall utilize heat or ❑Does Not [F energy recovery sT ❑Not Observable �<'❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2;, Medium Impact(Tier 2) :3:.:Low Impact(Tier 3) Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 6 of10 Section Plans Yerif�ed ;Feld Vertfied� ' � ` ID Insulation Inspection ComplIes� Comments/�4 sumptrons Vaiue Yalue .;. F 3031 �;All installed insulation is labeled - ❑Complies [IN13]� jor the installed R-values ]❑Does Not A. ,^ 4 provided. i= ;❑Not Observable W9 i 1❑Not Applicable 402.1, !Floor insulation R-value. •. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.7 ❑ Wood j❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ; ❑Not Applicable 402.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1A of the ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass [IN3]1 ;exterior,the exterior insulation '❑Not Observable i requirement applies(FR10). ;❑ Steel :❑ Steel ;❑Not Applicable ; 303.2 iWal1 insulation.ig.installed nar g' _ i-1f�mnligg [IN4]1 !manufacturer's instructions. �° ❑Does Not I❑Not Observable " ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 7 of10 Section puns Uertf�ed Fiettl Venf�ed T # Final Inspection Prov►silons Compl�es� Comments/Assumptwns - 402.1, ;Ceiling insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel 402 2 5 ❑Not Observable ; [FI1]1 ; ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per j ❑Complies 303.2 manufacturer's instructions. El Does Not [FI2]1 !Blown insulation marked every I " 300 ft2. = �v❑Not Observable :allNot Apnlirable 4022 3 Vented attics with air permeable '❑Complies [FI2Z]z ;insulation include baffle adjacent7v ❑Does Not ito soffit and eave vents that ;extends over insulation. ❑Not Observable I � S � `` ❑Not Applicable 402.2.4 ,Attic access hatch and door R- R- ;❑Complies [FI3]1 'insulation ?R-value of the ❑Does Not ;adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.3 ;Blower door test @ 50 Pa. <=5.0 ACH 50= ACH 50= ;❑Complies [FI17]1 :ach in Climate Zones 1-2, and I ;❑Does Not <=3.0 ach in Climate Zones 3-8. ; ❑Not Observable ❑Not Applicable 403.3.5 Ducts are pressure tested in cfm/100 cfm/100 ;❑Complies [FI27]1 !accordance with ' ft2 ft2 ;❑Does Not :ANEI/RESNET/ICC 380 or ;❑Not Observable ASTME1554 to determine air ;❑Not Applicable leakage with either: Rough-in ;test:Total leakage measured ;with a pressure differential of 0.1 ; .i [i?.uy,g..atcn.Sc,fh,�c 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 1 rna:•:ufacturer's air hand'.er ; ;enclosure. ; 403.3.6 Duct tightness test result of<=4 ; cfm/100 cfm/100 '❑Complies [FI4]1 lcfm/100 ft2 across the system or ftz ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. Duct tightness ;❑Not Observable <= 8 cfm/100 ft2 for ducts within! ;❑Not Applicable !thermal envelope. For rough-in ;tests,verification may need to :occur during Framing Inspection. ; 1 403.3.4.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=29/o of �` �' ❑Does Not ;design airflow. r x a ❑Not Observable ❑Not Applicable t. �• �'Taa�Tu7r77rc7�iiic iiicrmoSin�b x u�vT juri3 ; [F1912' `,installed for control of primary -. ❑Does Not lheating and cooling systems and ;❑Nat Observable initially set by manufacturer to p .,,❑Not Applicable code specifications. r „l PP 40351 „Circulating service hot water ❑Complies [F111J2 ,systems have automatic or I❑Does Not laccessible manual controls. µ, " uiLi'it Observable [ { ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 8 of10 Section Plans Ver�fretl 'F�eltl Werified V # : F�nal7nspectron Provisions Complies' Comments/Assumptions =` &,Re .ID Value:' Ua�lue .. 403'2 Hot water boilers supplying heat i j r Complies [FI26]z (through one-or two-pipe heating �R]Does Not systems have automatic outdoor t j [ :❑Not Observable setback control to lower bailer ❑Not A ;watertemperature based on a pplicable outdoor temperature, indoor temperature or water (temperature sensing. d03S 1 }Heated water circulation systems '��' ❑Complies ' [F128]� 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 l not present.Controls for circulating hot water system ` 4 (pumps start the pump with signal ;for hot water demand within the e ;occupancy. Controls I j automatically turn off the pump when water is in circulation loop is at set-point temperature and t ' no demand for hot water exists. 403`511 2 j Electric heat trace systems ❑Complies [F120h ,comply with IEEE 515.1 or UL i ❑Does Not 515.Controls automatically 3 ;adjust the energy input to the E !❑Not Observable l heat tracing to maintain the I 'UNot Applicable ; jdesired water temperature in the I piping. 4015 3 Y Drain water heat recovery units ° ❑Complies [Et31]z ,tested in accordance with CSA { i❑Does Not j 655.1. Potable water-side s" (pressure loss of drain water heat ❑Not Observable recovery units <3 psi for i„ ❑Not Applicable ;individual units connected to one or two showers.Potable water- I ;side pressure loss of drain water - heat recovery units<2 psi for w' individual units connected toW. l ::three or more showers. 4^3 fi' All mechanical ventilation system' ❑Ccmplie`s [17125]z fans not part of tested and listed Y ❑Does Not HVAC equipment meet efficacy = and air flow limits per Table �z❑Not Observable jR403.6.2. ❑Not Applicable 403 fi 3Mechanical ventilation systems i ,R ' ❑Complies �F133]� )tested and verified to meet the ❑Does Not ,minimum flow rates required by )❑vat Observable (Section R403.6. ( - (e J❑Not Applicable 403:5 11 ;Demand recirculation water ';❑Complies 1 ;systems have automatic controls j❑Does Not [F132]z requested.Ito start pump when hot water is ❑Not Observable ❑Not Applicable 404.1 !100%,of permanent fixtures have( a❑Cnrnpliec [FI6]1 !high efficacy lamps. a ° ❑Does Not a � I❑Not Observable ° ;❑Not Applicable 40413 Fuel gas lighting systems have a_ —Complies [FI23] no continuous pilot light. ;J❑Does Not ,- c [INot Observable s❑Not Applicable l 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3;.'Low Impact(Tier 3) Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 9 of10 Section n Plans Verified Feld Ner�feed= {# Final tnspectwn Prov►s�ons CampLes' Comments/Assumpttons &'Req iR Value; Uarlue� _ Exterior lighting for multifamily ; ❑Complies ; (FI35]3 buildings shall comply with y E ❑Does Not Section C405.4. x rxe h I❑Not Observable ❑Not Applicable 4042 Permanent interior lighting shall 111Complies [FI36]3 i be controlled with either a j❑Does Not dimmer,occupancy sensor or 3 ' f other control built into the r T '❑Not Observable ; 'fixture. ) ;11INot Applicable 404`3 iExterior lighting >= 30 watts : ❑Complies [FI37]3 xshall have the following controls: _ tea, ❑Does Not j manual on/off switch with w � automatic shut-off, automatic ❑Not Observable :shut-off in daylight hours,and `. ❑Not Applicable controls that override automatic ,shutoff that returns to automatic control within 24 hours. 4U1.7 ;Compllance certificate posted t � ' � -fi ��❑Complic5 ; with building specifications and G ❑Does Not a compliance path and results. ( 's ❑Not Observable ; ❑Not Applicable 303;3 Manufacturer manuals for vz Comp es [F118]3 ;mechanical and water heating ",°� ,u El Does Not ;systems have been provided. ; I, < ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) '3: Low Impact(Tier 3) Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 10 of10 2021 IECC Energy Efficiency Certificate Above-Grade Wall 0.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling/ Roof 0.00 Ductwork(unconditioned spaces): � . . in . Window 0.28 0.29 Door 0.28 Cooling:Heating & Heating System: Cooling System: Water Heater• Name: Date• Comments . I APPFE6 .D AS NOTED $: DA B.P. Provide windborne debrisFEE BY6. ,.,. NOTIFY BUILDING DEPARTMENTAT protection for new exterior 631-765-1802 8AM TO4PM FOR THE glazing on buildings as per FOLLOWING INSPECTIONS: NYS Code, 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST 18 M101r)iJ"I ROAD 2.120 BE COMPLETE FOR C.O. CAR; Pt".NY1151.4 ALL CONSTRUCTION SHALL MEET THE s311:. 332 3021 REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS COMPLY W"TH ALL CODES OF NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF - ------- SOR00 TO ,iq ZBA PROJECT SOUlTHOLDT� PLANNING BOARD KRACKE SOUTHO OWN TRUSTEES RESIDENCE N,YS,D ,, SO 10LD HPC SO D 4520 PEQUASH AVE, CUTCHOGUE NY 11935 OCCUP-A'It N DINE: 06/2025 USEIS U JLAWFUL PROJECT NO, 3525009 r1iTHOU 1 CERTIFICATE IREVISI�IN DRT SUBMIT FOR BUILDING PERMIT 06/2025 2 OF 0CCUPA14Cy 4 _ _ NOTES: ..,1 hilC 1.THE CONTRACTOR SHALL VERIFY ALL IN'SPEC+InON REQUIRED EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PR IOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL �. BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR g CONDITIONS WHERE APPLICABLE. HIDDEN CON 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, FEQUAv '7`� 1 � + � ETC. IT a ..' E H':.i w xrc"'d's ... n x .�� PLUMBER CERTIFICATION 3.NO WORKTO COMMENCE UNTIL A ON LEAD CONTENT BEFORE BUILDING PERMIT IS ISSUES. CERTIFICATE OF OCCUPANG 4.THESE PLANS COMPLY WITH THE 2020 SOLDER USED IN WATER INTERNATIONAL ENERGY CONSERVATION SUPPLYSYSTEM CANNOT CODE. EXCEED 2110 OF 1 J LEAD. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING 41 041714 _ 9TFOF N � PROJECT TITLE SC1Al1° AS NOTED r UP,AWN BY: DM ;. GENERAL NOTES ON CODE COMPLIANCE SITEWORK NOTES WOOD AND CARPENTRY 20. PROVIDE TEMPORARY WEATHER PROTECTION,DURING INTERVAL BETWEEN DEMOLITION AND 5. JOINT TREATMENT SHALL BE TOOLED MORTAR JOINTS ALL CONSTRUCTION SHALL CONFORM TO 1. SITE PLAN INFORMATION,INCLUDING ANY TOPOGRAPHIC ELEVATIONS,WAS TAKEN FROM REMOVAL OF EXISTING CONSTRUCTION,ON EXTERIOR SURFACES AND NEW CONSTRUCTION 1. ALL FRAMING IS TO BE IN ACCORD ANCE WITH • THE 2020 NEW YORK STATE BUILDING CODES INCLUDING BUT NOT LIMITED TO SURVEY Of THE PROPERTY. SEE DRAWINGS FOR SURVEY DATE AND PREPARER INFORMATION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR 6. STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF 1 PART a. THE AMERICAN WOOD COUNCIUS WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND o RESIDENTIAL CODE AREAS. CEMENT,1 PART LIME PUTTY,AND 6 PARTS SAND.ALL STUCCO SHALL BE APPLIED TO CLEAN, TWO-FAMILY DWELLINGS AND THE o BUILDING CODE 2. PROTECT FROM CONSTRUCTION DAMAGE ALL EXISTING TREES,VEGETATION,LANDSCAPING, MOIST CONCRETE AND MASONRY SURFACES. b. 2020 NEW YORK STATE RESIDENTIAL CODE o EXISTING BUILDING CODE AND SITE IMPROVEMENTS NOT SCHEDULED FOR CLEARING. 21. ERECT AND MAINTAIN DUST PROOF PARTITIONS AND TEMPORARY EMICLOSURES TO LIMIT 13 o FIRE CODE DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE. IF THERE ARE ANY QUESTIONS,CONCERNS,OR ISSUES REGARDING THE INTENT,NOTES, o PLUMBING CODE 3. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER FRAMING DIAGRAMS,OR DRAWINGS,CONTACT ARCHITECT FOR CLARIFICATION PRIOR o MECHANICAL CODE DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. 22. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING,BRACIMG,OR STRUCTURAL TO CONSTRUCTION. o FUEL GAS CODE SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT,SETTLIEMENT,OR COLLAPSE OF 2. STRUCTURE IS DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY THE 2015 o ENERGY CONSERVATI01'V CONSTRUCTION CODE 4. PROVIDE EROSION CONTROL DEVICES IF REQUIRED. BUILDING TO BE SELECTIVELY DEMOLISHED. INTERNATIONAL RESIDENTIAL CODE.ANY INCREASE IN LOADS DUE TO CHANGE IN FUNCTION, o PROPERTY MAINTENANCE CODE CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE ARCHITECT OR • THE NEW YORK STATE BUILDING;STANDARDS&CODE:2021 UNIFORM CODE 5. STRIP AND STOCKPILE ALL TOPSOIL IN AFFECTED AREAS FOR REUSE. 23. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. SUPPLEMENT SURFACES AND AREAS. • THE NEW YORK STATE BUILDING; PAR] PI" NY STANDARDS&CODE:2021 SUPPLEMENT TO THE NEW 6. FOOTINGS SHALL BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GP,SOIL 8k,11DTE)4gNYA!) c2p2^ . 115:4 YORK STATE ENERGY CONSERVAT"ION CODE WITH A MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT MEETING THE 24. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAMSED TO ADJACENT 3. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF nl,c�asrl�l:kr.,sPa�n.colJ OTHER REFERENCE STANDARDS USED: REQUIREMENTS OF SEISMIC DESIGN CATEGORY B OR BETTER PER 2020 NYS RC.FOOTINGS CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS. FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC.REQUIRED TO ACCOMMODATE All LIVE,DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS • WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS MAY ALSO BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 8"MINIMUM LIFTS. BETWEEN THESE ELEMENTS ARE MADE. ALL CODES SHALL SUPERSEDE THE DRAWINIIGS AND SHALL BE INCORPORATED INTO THE 25. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISIH RESTORATION INTO CONSTRUCTION WHETHER THEY ARE INDICiATED OR NOT. 7. DESIGN IS BASED ON SOIL BEARING CAPACITY OF 3000 PSF.IF NOT ACHIEVED DURING ADJOINING CONSTRUCTION TO REMAIN IN A MANNER THAT ELIMINAITES EVIDENCE OF 4. CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING DIRECTIONS,SPACING,AND EXCAVATION,NOTIFY ARCHITECT PRIOR TO COMPLETING WORK.IN AREAS LIKELY TO HAVE PATCHING AND REFINISHING. SIZES.IN NO CASE SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24"ON CENTER GENERAL STRUCTURAL NOTES EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS,A SOILS SPACING. 2020 NYS RC SECTION R301 DESIGN CRITERIA TEST BY AN APPROVED AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S 5. PER 2020 NYS RC SECTION R311, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA: CHARACTERISTICS. FOUNDATION PrDtECT THE STRUCTURE,STRUCTURAL CONNECTIOINS AND FRAMING SYSTEMS HAVE BEEN DESIGNED TO 8. BACKFILLING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3(D00 POUNDS PER SQUARE a. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR KACKE RESIST LOADS AS SET FORTH IN TABLE R3011.2(1): WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. INCH.CLIMATIC AND FOUNDATION WALLS SHALL BE PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. i GEOGRAPHIC DESIGN CRITERIA ALL SILLS AND SLEEPERS ON SLAB TO BE PRESERVATIVE-TREATED IN ACCORDANCE WITH RESIDENCE WIND DESIGN SUBJECT TO DAMAGE FROM 9. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. 2. ALL FOOTINGS SHAH BEAR ON UNDISTURBED SOIL.CONTACT ARCHIITECT IF OTHER AWPA Ul UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE GROUND SPD°,� WIND SIFSMID WINDER ICE SHIELD FLOOD A� BAN CONDITIONS ARE PRESENT. SNOW SPEED TOPOGRAPHIC WWn BORNE DESIGN -EARHERING FROST DESIGN LINDERLAYMENT HAZARD F IND EhG ANNUAL BARRIER. LOAD (MPH) EFFECTS RF61DN DEBRIS CATAGORY DEPTH TERMrtE TEMP RECUIRED INDE% TEMP 10. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER FROM THE SITE Z°LBS '� NO NO NO B BENERE „°" °„E w DES NO 'D""'�' 52.2 AND ROOF.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROOF DRAINAGE AND FINAL 3. FOOTINGS ARE TO BE MINIMUM 36"BELOW GRADE U.O.N..SEE DRAVWINGS FOR FOOTING SIZE NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. GRADING,INCLUDING PAVEMENT AND LAWN AREAS SO THAT WATER EITHER RUNS AWAY AND REINFORCING DETAILS.CONTRACTOR SHALL VERIFY DEPTH OF)ALL EXISTING FOOTINGS b. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY,A CONCRETE WALLS 4520 PEQUASH AVE, FROM STRUCTURES NATURALLY OR IS PIPED TO DAYLIGHT OR STORM DRAINAGE. DISTURBED BY CONSTRUCTION. HAVING CLEARANCES D LESS THAN INCH ON TOPS,SIDES,AND ENDS,SHALL BE CUTCHOGUE NY 11935 PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. DESIGN LOADS: DATE: 06/2025 R301.4 DEAD LOAD."THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE USED 11. CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM,OR MODIFICATION OF 4. PROVIDE 5/8"ANCHOR BOLTS EMBEDDED A MINIMUM OF 7"IN POUIRED CONCRETE OR A c FASTENERS FOR PRESERVATIVE-TREATED WOOD ARE TO BE HOT DIPPED,ZINC-COATED PROTECT N . 3525009 FOR DETERMINING DEAD LOAD WITH CONSIIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EXISTING SYSTEMS. MINIMUM OF 15 IN MASONRY BLOCK.SPACING FOR ONE-STORY STIRUCTURES SHALL BE 12 . EQUIPMENT." ON CENTER(D.C.).SPACING FOR TWO-STORY STRICTURES SHALL BE'36"O.C..PROVIDE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS,ORl/2"OR GREATER 1 SUBMIT GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER,IN ACCORDANCE I}e+rtstc°FOR BUILDING PERMIT 06/20258 DATE R301.5 LIVE LOAD.DESIGN IS TO ACCOMMODATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 12. SEED OR SOD AREAS DISTURBED BY CONSTRUCTION.RESTORE LAWNS AS REQUIRED. ANCHOR BOLTS WITHIN 12"OF CORNERS AND BOARD ENDS.COORDIINATE WITH FRAMING. STEEL BOLTS. 2 CALLED FOR IN TABLE R301.5 2020 NYS RC.ANY INCREASE IN LOADS DUE TO CHANGE IN FUNCTION,CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE 13. RE-GRADE DRIVE AND PARKING AREAS WITH 16"MIN.COMPACTED BED OF APPROVED BANK 5. KEY ALL FOUNDATION WALLS TO FOOTINGS. 3 STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. RUN GRAVEL. 6. PROVIDE TERMITE SHIELD AND CLOSED CELL FOAM SILL SEAL AT SILL PLATE.INSTALL 4 TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(IN POUNDS PER SQUARE FOOT) 6. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEENI FULLY INSTALLED. ACCORDING TO MANUFACTURERS RECOMMENDATIONS.SILL PLATES SHALL HAVE FULL s USE LIVE LOAD 14. CONSULT WITH OWNER FOR LANDSCAPING PLAN,PROPOSED PLANTING SELECTIONS,AND BEARING ON THE FOUNDATION SYSTEM. UNINHABITABLE ATTICS WITHOUT STORAGE 10 PLANTING BED FINISHES. 7. PROTECT ANY DAMPPROOFING AND INSULATION DURING BACKFILL OPERATIONS. 7. PROVIDE HOLD DOWNS AT BOTTOM CORNERS OF SHEAR WALLS AS INDICATED ON PLANS. UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 15. COMPLETELY CONTROL AND REMOVE ALL DEMOLITION DEBRIS,SCRAPS&DUST. 8. PER 2020 NYS RC SECTION R405:DRAINS SHALL BE PROVIDED AROIUND"CONCRETE OR PROVIDE CONTINUOUS LOAD PATH FROM HOLDDOWN TO FOUNDATION. 1.THE CONTRACTOR SHALL VERIFY ALL NOTES HABITABLE ATTICS AND ATTICS SERVED WITH FIXED 30 EXISTING AND PROPOSED CONDITIONS ON MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITAIBLE OR USABLE SPACES 8. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND IN THE CONSTRUCTION DOCUMENTS WITH STAIRS DEMOLITION LOCATED BELOW GRADE"UNLESS"...THE FOUNDATION IS INSTALLED ON WELL-DRAINED D. BALCONIES(EXTERIOR)AND DECKS 40 STRUCTURAL NOTES. THOSE AT THE SITE.ANY DISCREPANCIES FIRE ESCAPES 40 GROUND OR SAND-GRAVEL MIXTURE SOILS ACCORDING TO THE UNIfF!`D SOIL MUST BE BROUGHT TO THE ATTENTION OF GUARDS AND HANDRAILS 200 1. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS CLASSIFICATION SYSTEM,GROUP 1 SOILS,AS DETAILED IN TABLE 11440 l` 9. PROVIDE ALL FLUSH FRAMED JOISTS,HEADERS,RAFTERS,AND RIDGE BEAMS WITH THE ARCHITECT PRIOR TO COMMENCING TO BE SELECTIVELY DEMOLISHED. PREFABRICATED GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER. CONSTRUCTION.THE CONTRACTOR SHALL GUARD IN-FILL COMPONENTS 50 9. 2020 NYS RC SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING: BE RESPONSIBLE FOR DISCREPANCIES PASSENGER VEHICLE GARAGES 50 2. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, FOUNDATION WALLS SHALL BE DAMPPROOFED FROM THE TOP OF THIE FOOTING TO THE NOT REPORTED TO THE ARCHITECT ONCE ROOMS OTHER THAN SLEEPING ROOMS 40 SALVAGED,OR TO REMAIN THE OWNER'S PROPERTY. FINISHED GRADE.MASONRY WALLS SHALL HAVE NOT LESS THAN 3/83 10. PER W�02 6(2020 NYS RC),"THE ENDS OF EACH JOIST,BEAM OR GIRDER SHALL HAVE NOT WORK HAS COMMENCED,EXCEPT FOR PORTLAND CEMENT LESS TI',f;;;l l/2 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON HIDDEN CONDITIONS WHERE APPLICABLE. SLEEPING ROOMS 30 PARGING APPLIED TO THE EXTERIOR OF THE WALL.THE PARGING SH/AtL BE DAMPPROOFED IN CONCRETE...THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT,OR A MASONRY OR STAIRS 40 3. EXISTING 13 REMAIN:PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND ACCORDANCE WITH ONE OF THE FOLLOWING: MA MA PLATE 2-INCH-MINIMUM NOMINAL THICKNESS SHALL BE PROVIDED UNDER THE 2.PROVIDE WOOD BLOCKING IN WALL NOTE:REFER TO 2020 NYS RC FOR ADDITIO)NAL NOTES ON THIS TABLE. SOILING DURING SELECTIVE DEMOLITION.WHEN PERMITTED BY THE ARCHITECT,ITEMS MAY 1. BITUMINOUS COATING 10"ST,BEAM OR GIRDER.THE SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING FRAMING FOR ALL ACCESSORIES BE REMU ED TO A SUITABLE,PROTECTED STORAGE LOCATION DURING SELECTIVE 2. THREE POUNDS PER SQUARE YARD OF ACRYLIC MODIIFIED CEMENT AREA OF 48SQUARE INCHES"."JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING INCLUDING BUT NOT LIMITED TO:TOWEL DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. 3. ONE-EIGHTH-INCH COAT OF SURFACE-BONDING CEMEINT COMPLYING WITH BARS,TOILET PAPER HOLDERS,SHELVING TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SUPPORT SHALL LAP NOT LESS THAN 3 INCHES AND SHALL BE NAILED TOGETHER WITH A ATTACHMENT,ROBE HOOKS,GRAB BARS, ASTM C 887. STRUCTURAL MEMBER 1 ALLOWABLE DEFLECTION 4. REMOVE AND SALVAGE:ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN THE 10. ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL ARE TO BE PRESSURE PRESERVATIVE MINIMUM IRREE 100 FACE NAILS..." ETC RAFTERS HAVING SLOPES GREATER THAN,3:12 WITH U180 OWNER'S PROPERTY.REMOVE,CLEAN,AND PACK OR CRATE ITEMS TO PROTECT AGAINST TREATED. PER R502.1.1(2020 NYS RC)PROVIDE BRIDGING FOR WOOD JOISTS EXCEEDING SIZE OF 3.NO WORK TO COMMENCE UNTIL A FINISHED CEILING NOT ATTACHED TO RAFTERS DAMAGE.IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED 11. NOMINAL 2 INCHES X 12 INCHES(ROOF AND FLOOR)AT INTERVALS NOT EXCEEDING 8'-0". BUILDING PERMIT IS ISSUES. INTERIOR WALLS AND PARTITIONS H/180 STORAGE AREA. 11. CRAWL SPACES,OR ANY UNDER-FLOOR SPACE BETWEEN THE BOTTOMS OF THE FLOOR JOISTS BRIDGING SHALL BE CROSS BRACES OF NOMINAL R) LUMBER L SOLID C LUMBER. FLOORS L/360 AND THE EARTH UNDER ANY BUILDING EXCEPT SPACE OCCUPIED BY'A BASEMENT SHALL BE BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE CEILINGS WITH BRITTLE FINISHES INCLUDING PLASTER L/360 5. REMOVE AND REINSTALL:REMOVE ITEMS INDICATED;CLEAN SERVICE, ( ) IN 4.TERNATIONAL PLANS COMPLY WITH THE 2020 ( AND OTHERWISE VENTILATED AND PROVIDED WITH ACCESS IN ACCORDANCE WITH 2O115 IRC R408.1 AND INTERNATIONAL ENERGY CONSERVATION DRAWINGS.VERIFY TRUSS JOIST MANUFACTURER'S SPECIFICATIONS FOR SPECIFIC CODE. AND STUCCO PREPARE THEM FOR REUSE;STORE AND PROTECT AGAINST DAMAGE.REINSTALL ITEMS IN M1305.1.4. REQUIREMENTS. CEILINGS WITH FLEXIBLE FINISHES(INCLUIDING GYPSUM L/240 LOCATIONS INDICATED. BOARD) 12. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ALL OTHER STRUCTURAL MEMBERS L/240 6. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,SALVAGED,REINSTALLED,OR CONCRETE FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 4'-0"ON EXTERIOR WALLS-WIND LOADS WITH PLASTER OR H/360 OTHERWISE INDICATED TO REMAIN THE OWNERS PROPERTY,DEMOLISHED MATERIALS SHALL CENTER. STUCCO FINISH BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH 1. ALL CONCRETE SLABS,FOOTINGS,AND CAISSONS SHALL DEVELOP STTRENGTH OF 3000 EXTERIOR WALLS-WIND LOADS WITH OTIHER BRITTLE H/240 FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION. POUNDS PER SQUARE INCH IN 28 DAYS 13. PROVIDE ALL STUD BEARING WALLS WITH 2 CONTINUOUS TOP PLATES AND 1 CONTINUOUS FINISHES I7. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER 2. ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FORM TRZUE LINES SQUARE BOTTOM PLATE.TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER ,EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 LOAD BEARING WALLS. LINTELS SUPPORTING MASONRY VENEER VINALLS L/600 DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. CORNERS AND PLUMB WALLS. L=SPAN LENGTH,H=SPAN HEIGHT 8. DURING DEMOLITION NOTIFY ARCHITECT OF ANY CONDITIONS THAT DIFFER FROM THOSE 3. REINFORCING BARS SHALL CONFORM TO ASTM A625:MINIMUM YIELID STRESS 40 KSI 14. PROVIDE A MINIMUM OF(3)STUDS AT EXTERIOR WALL CORNERS. NOTE:REFER TO 2020 NYS RC FOR ADDITIOINAL NOTES ON THIS TABLE. ASSUMED ON THESE DOCUMENTS. 15. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL FLOOR MEMBERS IS TO COMPLY WITH THE BASIC STABILITY OF THE STRUCTURE ISS DEPENDENT UPON THE DIAPHRAGM ACTION OF 4. WWF SHALL BE 6X610/10 CONFORMING TO ASTM 185 9 LIMITATIONS OF 2020 NYS RC R502.8.FOR ENGINEERED WOOD PRODUCTS,FOLLOW FLOORS,WALLS AND ROOF ACTING TOGETHIER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. . PROVIDE PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED,OF EXISTING CONDITIONS MANUFACTURER'S SPECIFICATIONS. REQUIRED TO ACCOMMODATE ALL LIVE,DEA4D,AND WIND LOADS UNTIL FINAL CONNECTIONS OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS 5. NO COLD JOINTS IN CONCRETE.ADEQUATELY VIBRATE TO PREVENT MIR POCKETS AND BETWEEN THESE ELEMENTS ARE MADE. DAMAGE CAUSED BY SELECTIVE DEMOLITION OPERATIONS. HONEYCOMB EFFECT. 16. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC R602.6. 10. DISPOSAL:PROMPTLY DISPOSE OF DEMOLISHED MATERIALS.DO NOT ALLOW DEMOLISHED 6. DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF GENERAL NOTES TO CONTRACTOR MATERIALS TO ACCUMULATE ON-SITE. THE STUD LENGTH.NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 25%OF THE STUD DEPTH.BORED HOLES SHALL NOT EXCEED 40%OF THE STUD DEPTH AND 1. IF THE ARCHITECT IS NOT EMPLOYED BlY OWNER TO PROVIDE REGULAR CONSTRUCTION 1. CONCRETE IN CERTAIN LOCATIONS MUST BE AI WITH ANd AIR CONTENT OF 5% THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8"TO THE EDGE OF THE STUD. PHASE SERVICE,INTERPRETATION OF T`HE CONTRACT DOCUMENTS SHALL BE BY THE OWNER. 11. DO NOT BURN DEMOLISHED MATERIALS. AND MEET MINIMUM COMPRESSIVE STRENGTHSS ENTRAINED AS SPECIFIED IN TABBLE R402.2 MINIMUM NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION. ' IN THE ABSENCE OF THE ARCHITECT Alll QUESTIONS SHALL BE DIRECTED TO THE OWNER. SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 12. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF TYPE OR LOCATION OF CONCRETE MINIMUM SPECIFIED�COMPRESSIVE 17. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL ROOF MEMBERS SHALL COMPLY WITH 2. PRIOR TO SUBMITTING A PRICE PROPOSAL FOR THIS WORK,CONTRACTOR SHALL EXAMINE THEM. CONSTRUCTION STRENGTH"IN SEVERIE WEATHERING ZONE THE LIMITATIONS OF 2020 NYS RC R802.7. THE CONTRACT DOCUMENTS AND BECOME ACQUAINTED WITH ALL GOVERNING CODES, BASEMENT WALLS,FOUNDATIONS AND OTHER 2,500 .��RED A R� 13. SWEEP THE BUILDING BROOM CLEAN ON COMPLETION OF SELECTIVE DEMOLITION OPERATION. CONCRETE NOT EXPOSED TO THE WEATHER �� oElNo 'y ORDINANCES AND CONDITIONS OF THE WORK.NO EXTRAS OR CHANGE ORDERS WILL BE 18. HEADERS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 602.7. C� ALLOWED DUE TO FAILURE TO UNDERSTAND THE CONDITIONS INVOLVED. BASEMENT SLABS AND INTERIOR SLABS ON 2,500 14. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE GRADE,EXCEPT GARAGE FLOOR SLABS Q n STRUCTURAL,ELECTRICAL,OR MECHANICAL CONDITIONS. 19. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS. 3. PRIOR TO THE START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY ALL EXISTING BASEMENT WALLS,FOUNDATION WALLS, 3,000 _ UTILITIES,EXISTING CONDITIONS,AND EXISTING DIMENSIONS.CONTRACTOR SHALL NOTIFY EXTERIOR WALLS AND OTHER VERTICAL 20. ALL STUDS,JOIST,AND RAFTERS SHALL HAVE FULL BEARING AT PLATES.BEARING SHALL NOT y 15. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS ARCHITECT OF ANY CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. BEFORE STARTING SELECTIVE DEMOLITION.COMPLY WITH HAULING AND DISPOSAL CONCRETE WORK EXPOSED TO THE WEATHER BE LESS THAN 3112". � 041714 OF � REGULATIONS OF AUTHORITIES HAVING JURISDICTION. PORCHES,CARPORT SLABS AND STEPS 3,500 �T y� 4. CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN PLANS AND DETAILS TO THE OWNER OR EXPOSED TO THE WEATHER,AND GARAGE 21. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR NO ARCHITECT AT ONCE.DEMOLITION OR EXCAVATION MAY REVEAL CONDITIONS OTHER THAN 16. DRAIN,PURGE,OR OTHERWISE REMOVE,COLLECT,AND DISPOSE OF CHEMICALS,GASSES, FLOOR SLABS FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 4'-0"O.C. THOSE ASSUMED ON THE CONSTRUCTION DOCUMENTS.IT IS THE RESPONSIBILITY OF THE a. STRENGTH AT 28 DAYS PSI EXPLOSIVES,ACIDS,FLAMMABLES,OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING CONTRACTOR TO NOTIFY THE ARCHITECT OR OWNER IMMEDIATELY IF THIS OCCURS.NO WITH SELECTIVE DEMOLITION OPERATIONS.PERFORM NECESSARY ASBESTOS REMOVAL PER 22. FOR RENOVATIONS,EXPOSE EXISTING FRAMING(IF ANY)AND NOTIFY ARCHITECT PRIOR TO GENERAL CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. CODE. MASONRY INSTALLATION OF NEW FRAMING TO CLARIFY AND CONFIRM DESIGN INTENT AND CALL OUT 5. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 1. BRACE ALL WALLS UNTIL SECURELY TIED TO THE STRUCTURE. ANY EXISTING STRUCTURAL STRESS OR MOISTURE DAMAGE. NOTES 11. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM 23. ALL FRAMING LUMBER TO BE HEM FIR 92 OR BETTER,UNLESS NOTED OTHERWISE.NEW 6. CONTRACTOR SHALL VERIFY LOCATIONOF UTILITIES AND EXISTING CONDITIONS.NOTIFY SELECTIVE DEMOLITION ACTIVITIES. 2. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNITS STUDS AND PLATES TO BE SPF STUD GRADE OR BETTER.JOISTS AND RAFTERS SHALL BE ARCHITECT OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. 18. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM STRESS GRADED AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS 3. HORIZONTAL REINFORCING SHALL BE STANDARD DUR-O-WALL VERTI(SAL REINFORCING 7. ALL INSTALLATIONS BY CONTRACTOR,UNLESS OTHERWISE NOTED(U ..O.N.).CONTRACTOR SHALL BE ASTM SPEC A-615 24. PROVIDE PRESSURE TREATED FRAMING LUMBER(ACQ)WHEN IN CONTACT WITH CONCRETE SHALL COORDINATE THE WORK OF ALL TRADES. 19. UTILITY REQUIREMENTS:LOCATE,IDENTIFY,SHUT OFF,DISCONNECT,AND SEAL OR CAP OFF WALLS,SLABS,OR MASONRY. SCALE: AS NOTED 4. GROUT SHALL BE Of FLUID CONSISTENCY AND MIXED IN THE RATIO BY(VOLUME OF ONE PART � -- 8. NO CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. INDICATED UTILITY SERVICES SERVING BUILDING TO BE SELECTIVELY DEMOLISHED AS CEMENT,THREE PARTS SAND AND 2 PARTS PEA GRAVEL. 25. ALL FASTENERS,STRAPS,AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED REQUIRED. GALVANIZED.VERIFY THAT GALVANIZATION AND COATINGS FOR FASTENERS,STRAPS,AND LAki COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SMALL REMAIN THE DIRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY RECEIVED PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM F11 SECOND FLOOR WOOD atilt`I�t* ure 3.FI STUDS @ 16"o.C. g 18b Ridge Board and Ceiling Joist Detail EGRESS GENERAL SAFETY AND FALL PREVENTION I sllrtt • stnple5) __ -_ --Ridge Boom flgore s,9a sleds sod Headers aroved Wass Openings fttti^�� k k • r gs 1. R305 MINIMUM CEILING HEIGHTS PER 21020 NYS RC: '' {.'%' /�% / �- _��_ ( per third of a. 7'-0"IN Al.l HABITABLE ROOMS �, � "/, � � _N s � �y�,-�„�,..-.---Cnilar Tie(collar Rtcam} _..; / " ^;,:/' i attic space)pu see$ 1 b. 6'-8"IN BASEMENT ,! /' ;// ' '��'''% %- i. 6'-4"IN BASEMENT UNDER BEAMS„GIRDERS,DUCTS OR OTHER OBSTRUCTIONS /� / - / - - -- - - -- -- -- i Ti.I i .._ 2. R 308 GLAZING IN HAZARDOUS LOCAITIONS AS DETERMINED BY 20151RC R308.4 SHALL • Wra++ COMPLY WITH THE REQUIREMENTS OF 2020 NYS RC R308.3. f`r)hi irl (i I 3. R310 AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING IS REQUIRED PER 2015 / ,' t:eHlrig local 4X8 CDX PLYWOOD TO BE CENTERED OVE GROUND FLOOR WOOD IRC SECTION 310 IN BASEMENTS,HABITMBLE ATTICS,AND ALL SLEEPING ROOMS. RIM BOARD TYPICAL STUDS @ 16"D.C. I c ! parallel to a. OPENING AREA SHALL COMPLY WITH MINIMUM REQUIREMENTS OF 2020 NYS RC _? ; rafters R310.2.1: TYP. PLYWOOD SHEATHING ren acw�c•Saw r,t;wsa;tr•!,rxr, -..,k i. THEY SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET, 1 k. •:*S 4=° �'„x°° �•, EXCEPT FOR OPENINGS AT GRADE FLOOR OR BELOW GRADE,WHICH SHALL HAVErot Figure 3.2a Sill Plate Anchorage to Concrete Foundation Wall A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. ' " """ " ���.�`°��,,,� ` -'' E.�"'t,r-*e �� °r, `x �r o 'i i Figure 3.8b Corner Stud Hold-down Detail ii. THE NET CLEAR HEIGHT OPEMIING SHALL BE NOT LESS THAN 24 INCHES �',. � <"�. -4 Studs "^*. � `� s:wx•xa:a to 4':'!i.43'tl"!R()AD !�2;2U iii. THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. °' -% per#' • wan Stud wpm Stael rARIA.PIAGk Iry 1I5�4 b. MAXIMUM SILL HEIGHT:44"A.F.F.((2020 NYS RC R310.2.2) �� f'r. A'"b°reo1"'" Bottom Plato satta,+PlatePIT ✓ ll Plzta Washes as►squired ,.. Anchor"it E)`,!^a.ARG?33LkCISt'A.O.COt.' c. WINDOW WELLS ALLOWING AN EMIERGENCY ESCAPE AND RESCUE OPENING BELOW tl _ ii P W.,WSOW C (aQe .T) ""` 3.Za.7 GRADE SHALL (2020 NYS RC R3102.3) r (scK°�'° 3e2.�a) SIMPSON STRONG-TIE L HAVE A HORIZONTAL AREA OIF NOT LESS THAN 9 SQUARE FEET. CS-16 COILED STRAP ,� r •g/�F.rfdi1Y�111 (16)SD NAILS ( j;% • i -�Corner Stud ii. ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. ; I° . . iii. IF MORE THAN 44 INCHES INI VERTICAL DEPTH,BE EQUIPPED WITH A I `: Hold-down , . connected t0 Sin Plato SI!Plata PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE ' , transfer sht:lrr J' sti all Steed strap Stool Stta;p lagTrod ad or sib ILlata FULLY OPEN POSITION WITH DIMENSIONS PER R310.2.3.1. -s-sea Common (;go a,2max) TaeL" ) iv. BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDING'S palls at 8""o.c. '•"*.,k` ,✓- ",f"� D4'It iCi$4k0.:AB ems. • FOUNDATION DRAINAGE SYSTEM OR BY AN APPROVED ALTERNATIVE METHOD. PRolrcT 4. R311 MEANS OF EGRESS a. 311.3 LANDINGS ARE REQUIRED OUTSIDE OF EACH EXTERIOR DOOR,AND ARE TO HAVE TYPICAL SHEAR WALL. KRACI(E FRAMED OPENING STRAPPING RESIDENCE A WIDTH NOT LESS THAN THAT OF'THE DOOR SERVED AND A MINIMUM DIMENSION Of �---- --�-- ---- --- -,--�- --�--- --.--- 36 INCHES IN THE DIMENSION OF TRAVEL AND A SLOPE NOT EXCEEDING % VERTICAL 2 Figure 3.4a Joists Framing on a Solid Sawn 0ird'er UNITS PER 12 HORIZONTAL UNITS 1(1/4"PER FOOT). Figure 3.4d Joist Framing on a Stud Wall Figure 3.4e Joist Framing on a b. 311.6 HALLWAYS SHALL NOT BE LESS THAN 3 FEET WIDE. c. 311.7"STAIRWAYS SHALL BE NOT ILESS THAN 36 INCHES IN CLEAR WIDTH AT ALL Foundation Sit!Piste POINTS ABOVE THE PERMITTED HAADRAIL HEIGHT AND BELOW THE REQUIRED _ r gl 4520 PEQUASH AVE, HEADROOM HEIGHT.HANDRAILS SIHALL NOT PROJECT MORE THAN 41/2 INCHES ON T CUTCHOGUE NY 11935 EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT AND 14" CS-16 COIL STRAP DATE: 06/2025 BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL BE NOT stud _--Y -' ' PROJECT NC. 3525009 LESS THAN 31 t/2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 Stud INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES" Bottom Bottom Plate � - '-- Plate F REVISION DATE d. 311.7.2"THE HEADROOM IN STAIRIWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES WD FLRJ015T Su`bfloarhig 1 SUBMIT FOR BUILDING PERMIT 0612025 MEASURED VERTICALLY FROM THE:SLOPED LINE ADJOINING THE TREAD NOSING OR SIMPSON STRONG-TIE Subflooring Band Joist Joist 2 ACE4 @ ALL PORCH POSTS FROM THE FLOOR SURFACE OF THE:LANDING OR PLATFORM ON THAT PORTION OF THE - _ ' 10-16D NAILS '"--� 3 ALLOWABLE LOAD 1,755# /' 4 STAIRWAY." � _ 1/2" Band -�--'` sln �, , 5 e. 311.7.3"A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 141 �; - � �2" `- � � Plate Joist ��' �i � 6 INCHES BETWEEN FLOOR LEVELS OR LANDINGS." L FCONC OUND Jn►i# iI Girder i f. 311.7.5 RISERS SHALL BE NOT MOIRE THAN 73/4 INCHES,AND TREADS SHALL BE NOT OR LESS THAN 10 INCHES.NOSINGS SHALL PROJECT NOT LESS THAN 3/4 INCH AND NOT GRADE NOTES: MORE THAN P/4 INCHES ON STAIRWAYS WITH SOLID RISERS.MAXIMUM 3/8"TREAD SIMPSON STRONG-TIE PlateDouble 1.T CS16 COIL STRAP @ 16"o.c. I P Stud 1.THE CONTRACTOR SHALL VERIFY ALL AND RISER VARIANCE WITHIN STAIR RUN.MINIMUM TREAD WIDTH 6,t AT WINDERS. WRAPAROUND SILL SIMPSON STRONG-TIE EXISTING AND PROPOSED CONDITIONS ON " 3"X 3"BP AT ALL ANCHOR BOLTS LCB @ ALL PORCH POSTS THE CONSTRUCTION DOCUMENTS WITH g. R311.7.6 THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH � Generated by RES�heck-Web Software 5/8"x 12"ANCHOR BOLTS AT 36"O.C. ALLOWABLE LOAD 6,270# Figure 3.4'C Joists Framing an a Steel Beam THOSE AT THE SITE.ANY DISCREPANCIES STAIRWAY.THE WIDTH PERPENDICtULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT WFCM TABLE 3.2A 2001&12"OFF CORNERS SIMPSON STRONG-TIE ALLOWABLE TENSION LOAD 1,235# HD5A @ ALL PORCH POSTS MUST BE BROUGHT TO THE ATTENTION OF LESS THAN THE WIDTH OF THE FLIGHT SERVED...WHERE THE STAIRWAY HAS A 5i8"DIA.X 12"ANCHOR INTO CONCRETE Compliance Certificate (2)3/4^ x 3"BOLTS INTO POST THE ARCHITECT PRIOR TO COMMENCING STRAIGHT RUN,THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 ALLOWABLE LOAD 3,705# I CONSTRUCTION.THE CONTRACTOR SHALL INCHES. BE RESPONSIBLE FOR DISCREPANCIES h. R311.7.8 HANDRAILS WITH A HEIGHT OF 34"-38"ABOVE NOSING SHALL BE PROVIDED - i Brldin � SIMPSON SPH4 NOT REPORTED TO THE ARCHITECT ONCE ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH i.� UPLIFT OD NAILS WORK HAS COMMENCED,EXCEPT FOR TO STUD Project Kracke Residence HIDDEN CONDITIONS WHERE APPLICABLE. FOUR DR MORE RISERS. TIE TO PROVIDE CONTINUOUS L R311.8 RAMPS ARE TO BE IN ACCORDANCE WITH R311.8 AND ARE TO HAVE BP SUPPORT FROM STUD TO TOP OF Energy Code: 2021 IECC d 2.PROVIDE WOOD BLOCKING IN WALL !w L A MAXIMUM SLOPE OF ONE UNIT VERTICAL IN 8 UNITS HORIZONTAL Location: Cutchogue, New YorkPLATE TO RAFTER. FRAMING FOR ALL ACCESSORIES ii. A HANDRAIL 34-38 INCHES I IN HEIGHT WHEN SLOPE EXCEEDS ONE UNIT Nosy Pe Construction Type: Single-family Joist INCLUDING BUT NOT LIMITED TO:TOWEL VERTICAL IN 12 UNITS HORIZZONTAL. 8-MIN c° Project Type: Alteration BARS,TOILET PAPER HOLDERS,SHELVING 5. R312 GUARDS AND WINDOW FALL PR(OTECTION I i Project SubType: None ATTACHMENT,ROBE HOOKS,GRAB BARS, a. R312.1 PORCHES,BALCONIES,AND)STAIR LANDINGS LOCATED GREATER THAN 30" FOUND Climate Zone: 4 (5572 HDD) 1 ETC- ABOVE ADJACENT FLOOR OR GRADIE ARE TO BE INSTALLED WITH GUARDS NOT LESS GRADE Permit Date: _ THAN 36 INCHES IN HEIGHT ABOVE THE WALKING SURFACE.GUARDS SHALL NOT HAVE SIMPSON STRONG-TIE Permit Number: - Y� - 3. WORK TO COMMENCE UNTIL A ���'��� OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4» SPH4 @ 16"D.C. All Electric false IN DIAMETER. BUILDING PERMIT Is ISSUES. SIMPSON H4 SIMPSON H2.5 Is Renewable false Steel Seam b. "R3122 WINDOW FALL PROTECTIOIN.WINDOW FALL PROTECTION SHALL BE PROVIDED 3"x 3"BP AT ALL ANCHOR BOLTS 5-8D NA ILS TO STUD 5-8D NAILS TO RAFTER d 5/8"X 12"ANCHOR BOLTS AT 36"O.C. 5.8D NALS TO PLATE 5-SD NAILS TO PLATE Has Charger false i 4.THESE PLANS COMPLY WITH THE 2020 IN ACCORDANCE WITH SECTIONS Rt312.2.1 AND R312.22. WFCM TABLE 3.2A 2001&12"OFF CORNERS UPLIFT 360# UPLIFT 415# Has Battery: false INTERNATIONAL ENERGY CONSERVATION i. R312.2.1 WINDOW SILLS.IN IDWELLING UNITS,WHERE THE TOP OF THE SILL OF SIMPSON STRONG-TIE CODE. AN OPERABLE WINDOW OPEMING IS LOCATED LESS THAN 24 INCHES ABOVE THE H4&H2.5 @ 16"O.C.AND 12"FROM ENDS Has Heat Pump: false FINISHED FLOOR AND GREATIER THAN 72 INCHES ABOVE THE FINISHED GRADE OR (USE WHEN STUDS AND RAFTERS DONTALIGN) Figure 3,11b Roof openings-Gable Dormer OTHER SURFACE BELOW ON-THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WIITH ONE OF THE FOLLOWING: 1. �, Construction Site: Owner/Agent: Designter/Contractor: Ridge Board 1. OPERABLE WINDOWS WITH(OPENINGS THAT WILL NOT ALLOW A 4520 PEQUASH AVE ROSEMARY KRACKE DAVID 1 MARTINS j 4-INCH-DIAMETER SPHERE TO PASS THROUGHT THE OPENING WHERE THE CUTCHOGUE, NY 11935 4520 PEQUASH AVE ARCHIITECTS MAD OPENING IS IN ITS LARGEST(OPENED POSITION. SIMPSON STRONG-TIE CUTC33-428 NY 11935 18 LE:PLACE, RD Dtiu�ic �i 516-633-4285 CARLE:PLACE,NY 11514 Trirnlmer Rafter 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION HH @ALL HEADERS rosemarykracke@gmail.com 631-3332-3021 r SPANS GREATER THAN 6 FEET dm@atrchtiectsmad.com " DEVICES THAT COMPLY WITH ASTM F 2090. Ratter 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL , ..' DEVICES THAT COMPLY WITHi SECTION R3122.2. SIMPSON H2A 'N ,aR, ° e 5-IOD NAILS TO RAFTER ii. R312.22 WINDOW OPENING CONTROL DEVICES.WINDOW OPENING CONTROL r, s r F .t 5.10DNAILSTOSTUD a I :: :,�:.a� .�,s�.;-s,,,,.�:.�;,;�wz ") «.:'.s' ' Mxa..:.. �:a� .»r.,�.a'w;ib :.E •,;-r DEVICES SHALL COMPLY WITFH ASTM F 2090.THE WINDOW OPENING CONTROL UPLIFT 450# SIMPSON STRONG-TIE DEVICE,AFTER OPERATION T(0 RELEASE THE CONTROL DEVICE ALLOWING THE H2A @ 16"O.C.AND 12"FROM ENDS WINDOW TO FULLY OPEN,WALL NOT REDUCE THE NET CLEAR OPENING AREA OF (USE WHEN STUDS Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path im REScheck. Each slab-an-grade THE WINDOW UNIT TO LESS 1THAN THE AREA REQUIRED BY SECTION R310.2.1. SIMPSON STRONG-TIE AND RAFTERS ALIGN) assembly in the specified climate zone must meet the minimum energy code insulation R-valwe and depth requirements. t 8-10 @ ALL HIP CORNERS 8-SOD NAILS TO RAFTER 8-10D NALS TO PLATE UPLIFT 3,367# Envelope Assemblies I f SINGLE POUR NAILED .;PJ RMJ JOIST ENDWALL p, INS PORTIONTALLATION CORNER STUD HOEDOWN CONNECTED TO c TRANSFER SHEAR Ceiling: Flat Ceiling or Scissor Truss (?OUtJIe_ 131/2" Exemption: Framing cavity not exposed. Header 2-16D COMMON ONE#4 Wall:Wood Frame, 16"o.c. NAILS @ 6"0.C. ,� RED q c • SHEAR CONE Exemption: Framing cavity not exposed. /Q OR •.. 1/2"MIN. Floor:All-Wood Joist/Truss - �,� �oELHo41 ti,,, • COORNER Exemption: Framing cavity not exposed. - a�Q q�35 0.280 0.300 10 11 - SIMPSONSTRONG-TIEHPAHD Window:Wood Frame Figure,3.6a FloorOpening-Stairway � Q i N C) CORNER HOLDOWNS-USE"SIMPSON"HDUS-SDS2.5 SHGC:0.29 ­4o FltoixttLPioI: (20)SOS 1/4"X2.5^WOOD SCREWS Door:Solid Door(under 50%glazing) 17 0.280 0.300 5 5 * , (1)5/8"DIA X 12"STEEL ANCHOR alst ALLOWABLE LOAD 6,970# 1 5ttl"der4� 041714 DRILL AND SET 5/8"DIAMETER ANCHORS 81/2"MIN INTO CONCRETE.HOLE TO BE 11/16"DIAMETER.FILL HOLE HALFWAY WITH"SET EPDXY-TIE"BY'SIMPSON'IF Energy Credits p Double Plate TEMPERATURE IS BETWEEN 40 AND 100 DEGREES. FILL HOLE WITH"AT-ACRYLIC 8 f �OFF' TIE"IF TEMPERATURE IS BETWEEN 0-40 DEGREES.REFER TO MANUFACTURES [)atdalo Stud INSTRUCTIONS FOR MIXING AND CLEANING HOLES.SEE GROUND FLOOR PLAN FOR ,.• i LOCATIONS a' Ta II e ra r '�s;4.� ` '.: _: =` "' :..:•"'' .Joist NOTE 1: tall Compliance I Compliance Statement: The proposed building design described here is consistent with the building i plans,specifications,and other JEI:t GENERAL NOTES, TYPICAL FOUNDATION ANCHORS BOLTS TO BE 5/8" calculations submitted with the permit application.The proposed building has been designed to meett the 2021 IECC requirements in DIAMETER X 12"DEEP 12"OFF CORNERS AND SET @ 36" REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the RESicheck Inspection Checklist. IlwAlo ' STRAPPING O.C.AS PER.(WFCM TABLE 3.2A 2001) Telstneet A QC_.11lirar� /Zd/Z stud DETAILS, & NOTE 2: Name-Title Signature" Date sudrlvartn E REFERENCE STANDARD USED IN DESIGN OF STRUCTURE (WFCM 2001)SEE ELEVATIONS FOR LINE OF STRAPPING Project Notes: R ESCH ECG DETAILS AS PRESCRIBED ABOVE Renovate existing kitchen Toll NOTE 3: Joist SCALE: AS NOTED ALL STEEL CONNECTORS AND NAILS ATTACHED TO A.C.Q. LUMBER TO BE HOT DIPPED GALVANIZED,Z MAX Double trimmer TREATED,OR STAINLESS STEEL TYPICALLY 01 COPYRIGHT 3 TYP. STRAPPING DETAILS 4 RESCHECK ENERGY CODE COMPLIANCE STATEMENT OWNERSHIP AND USE OF DOCUMENTS: ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO U NTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY ° RECEIVED PLANS ND/OSECTI0N R ECIFICA IONS THE RE IN NYSCOMPLIANCEECC WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAV11 BY: DM RAFTER TIES @ 16"O.C. COVER W/ROOF SHINGLE CONTINUOUS RIDGE VENT COBRA RIDGE CAP ------ MODEL ICS20' RIDGE VENT OR EQUAL INSTALL AS J MIN(14)10-D NAILS 12" PER MANUPS INSTRUCTIONS ROOF RAFTERS 5/8"GYPSUM BOARD • RAFTER CONNECTOR ) • LTWGT ARCHITECTURAL @ 16"O.C. O 12" RAFTER TIES @ 16"O.C. SHINGLES SHINGLES OVER HORIZONTAL SIDING v! RIDGE O #15 ROOFING FELT OVER MODEL'CS20' O 1/2"THK(CDX.)PLYWOOD c DBL.TOP PLATE • •• - FELT OR HOUSEWRAP MIN(14)10-D NAILS ALL JOINTS TO BE O O 1"MIN.AIR SPACE TAPED&SEALED O O (' 5/8"COX PLYWOOD SHEATHING — ll� 181,110T(P'A ROAD 212f1 CARIA PLAN NY 11514 c TA INSULATION -' (P,11);3s2-'121 RIDGE BOARD OR BEAM OR ;J D"^tRClii(FC1StA";.CO I ROOF RAFTERS(SEE (SEE PLANS) -- �,� DIMENSIONAL 16 ROOF RAFTER PLANS FOR SIZE& y- -_ LUMBER CENTERS SPACING) ­4 2"x 6"STUDS @ 16"O.C. = �) WHERE STUDS DO NOT ALIGN W/RAFTERS "77�-- INSTALL ICE AND WATER SHIELD AT EAVES,VALLEYS,INTERSECTIONS OF ROOF AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 pF q jrCT 1 RAFTER-TO-RAFTER CONNECTION TYP.@ EACH RAFTER n TYP. RIDGE VENT DETAIL RAFTER TIE DETAILS,TYP.@ EACH RAFTER A TYPICAL FLOOR JOISTS SPACING AND METAL G TYPICAL EXTERIOR WALL CONSTRUCTION CRACKE MODEL'CS20' EBY SIMPSON STRONG TIES G MODEL'LTS' BYSIMPSON STRONG TIES �F CROSS BRACING J RESIDENCE TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAIILING SCHEDULE 1"x3"VINYL COATED WD.CASINING USE EVERY OTHER NAIL HOLE NUMBER NUMBER (TO BE REPLACED OR REPAIRED w�NDO IN A ROW TO PROVIDE THE 12 JOINT DESCRIPTION OF COMMON OF BOX NAIL SPACING AFTER EACH INSTALLATION) 9"wUN�2 xa 4520 PEQUASH AVE, ROOF RAFTERS CODE-REQUIRED MINIMUM END NAILS NAILS rye' g CUTCHOGUE NY 11935 CENTER-TO-CENTER LENGTH ROOF FRAMING DATE: 06/2025 RAFTER CONNECTOR SPACING FOR NAILS � � 1"x2"WOOD SPACER / •MIN(14)10-D NAILS EA PROJECT NO. 3525009 . ° MIN(14)10-D NAILS RAFTER TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER RAFTER PREDRILLED FASTENING • HOLES @ 9"O.C. - a R"VISION DATE ° DBL.TOP PLATE CEILING JOIST TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER JOIST / + 1 SUBMIT FOR BUILDING PERMIT 06/2025 •, WALL STUD 36"-42" F. 2 CUT CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP i 3 BASE PLATE = ;- ; LENGTH / w 4 CLEAR CEILING JOIST TO LAPS OVER PARTITIONS(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP W 5 • SPAN 1/2"COX PLYWOOD J z 6 GALV. MEATL STRAP — I1' COLLAR TIE TO RAFTER(FACE-NAILED)(TABLE 3.6A) 3-8D 3-10D PER TIE STRUCTURAL STORM z •. @ 16"O.C. I1 BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-10D EACH END ""' a o MODEL'CS20' RIM BOARD TO RAFTER(END-NAILED) 2-16D 34613 EACH END NOTES. 1.THE CONTRACTOR SHALL VERIFY ALL RIM JOIST EXISTING AND PROPOSED CONDITIONS ON • WALL FRAMING o / THE CONSTRUCTION DOCUMENTS WITH ' 12" PREDRILLED FASTENING THOSE AT THE SITE.ANY DISCREPANCIES • DBL TOP PLATE END TOP PLATE TO TOP PLATE(FACED NAILED) 2-16D 2-16D PER FOOT x- HOLES @ 9"O.C. MUST BE BROUGHTTO THE ATTENTION OF °• LENGTH TOP PLATES AT I NTERSECTI ONS(FACE-NAI LED) 446D 546D JOINTS EACH SIDE THE ARCHITECT PRIOR TO COMMENCING PROVIDE MINIMUM 1" 000NSTRUCTION.THE CONTRACTOR SHALL °, END DISTANCE STUD TO STUD(FACE NAILED) 2-16D 2-16D 24"O.C. / WOOD CASING BE RESPONSIBLE FOR DISCREPANCIES • HEADER TO HEADER(FACE-NAILED) 16D 16D 16"O.C.ALONG EDGES NOT REPORTED TO THE ARCHITECT ONCE " EQUAL NUMBER OF WORK HAS COMMENCED,EXCEPT FOR SPECIFIED NAILS TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16D 2-40D PER STUD HIDDEN CONDITIONS WHERE APPLICABLE. IN EACH END BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16D 2-40D PER FOOT ENDJOIST,OR BLOCKING(FACE-NAILED) 2.PROVIDE WOOD BLOCKING IN WALL STUD TO PLATE TO RIM JOIST TO TOP PLATE TO STUD FRAMING FOR ALL ACCESSORIES 6 RAFTER TIE DEITAILS TYP.@ EACH RAFTER CONNECTVC-N @ 16"O.C. FLOOR FRAMING 11 TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS WHERE OPENING PROTECTION WITH THE USE OF PLYWOOD PANELS IS ALLOWED INCLUDING BUT NOT LIMITED TO:TOWEL BY 2020 IRC R301.2.1.2,INSTALLATION IS TO BE IN ACCORDANCE WITH BARS,TOILET PAPER HOLDERS,SHELVING MODEL'MTS30" BY SIMPSON STRONG TIES MODEL'BP'BY SIMPSON STRONG TIES IN COMPLIANCE WITH IRC 2020 140 MPH DESIGN WIND SPEED R301.2.1.2 AND THESE DRAWINGS. ATTACHMENT,ROBE HOOKS,GRAB BARS, JOIST TO SILL,TOP PLATE OF GIRDER(TOE-NAILED) 4-8D 4-10D PER JOIST DC, BRIDGING TO JOIST TOE-NAILED 2-813 2-10D EACH END BLOCKING TO JOIST TOE-NAILED 2-8D 2-10D EACH END 3. IL WORK TO COMMENCE UNTIL A "SIMPSON"HDQ8 2-16d COMMON ) BUILDING PERMIT IS ISSUES. "SIMPSON"PHD6 NAILS @ 6"o.c. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-16D EACH BLOCK FASTENING SCHEDULE B ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING(IN 4.THESE PLANS COMPLY WITH THE 2020 FOR FULL LENGTH PLATES LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D 446D EACH JOIST ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) INTERNATIONAL ENERGY CONSERVATION OF STUD JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-813 3-10D PER JOIST CODE. BAND JOIST TO JOIST(END-NAILED) 3-16D 4-16D PER JOIST A ROUGH OPNS NOTATIONA B C D E F BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) 2-16D 3-16D PER FOOT BLOCKING @ 2'-0" 2 (1)2"x4" 1 1 1 1 ENDWALL ROOF SHEATHING 4'-0" 4 (1)2"x4" 2 2 1 2 2 STRUCTURAL PANELS 8-D 10D 6"EDGE/12"FIELD D 6'-0" 6 (2)2"x4"or(1)2"x6" 3 3 3 3 DIAGONAL BOARD SHEATHING B E 1"X6"OR 1"X8" 2-8D 2-10D PER SUPPORT C 8'-0" 8 (2)2"x4"or(1)2"x6" 3 3 3 3 oo 1"X10"OR WIDER 3-8D I 3-10D I PER SUPPORT 10'-0" 10 (2)2"x6" 4 4 4 4 12" CEILING SHEATHING 12'-O" 12 (2)2"x6" 5 4 5 4 HEADER GYPSUM WALLBOARD 5D COOLERS 150 COOLERS 7" EDGE/10"FIELD F A-NUMBER OF 8d NAILS @ EA.END OF STRAPPINGS(TABLE 3.7,P.157)&(TABLE 6A P.316) "SIMPSON"HDQ8 WALL SHEATHING B-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS)(TABLE 3.23B,P.193) "SIMPSON"PHD6 G NUMBER OF FULL HEIGHT KING STUDS @ EA.SIDE OF HEADER(TABLE 3.23C, P.193) STRUCTURAL PANELS 8D 10D 6" EDGE/12"FIELD D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER NOTE: MIN(14)10-D NAILS FIBERBOARD PANELS @ EA.SIDE(TABLE 3.7, P.157)&(TABLE 6A P.316) 1.SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S), WHERE NOTED DIN FLOOR PLAN,SHALL BE CONTINUOUS 7/16" 6D — 3" EDGE/6" FIELD E-NUMBER OF JACK STUDS @ EA.END OF HEADERS(TABLE 3.22F, P.191)ASSUME DBL. HDR. FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT F-NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) JOINTS.8d COMMON NAILS @ 6"o.c.EDGE&FIELD 25/32" 8D — 3" EDGE/6" FIELD 2.HOLD DOWNS IREQUIRED ATALL 4 CORNERS OF JACK STUD @ EA.SIDE(DOES NOT APPLY TO DOORS)(TABLE 3.8,P.157)&(TABLE 6A PAGE 316) STRUCTURE UNLESS OTHERWISE NOTED. KING STUD GYPSUM WALLBOARD 5D COOLERS 15D COOLERS 7" EDGE/10"FIELD 3.SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) HARDBOARD 8D 8D 6" EDGE 12"FIELD NAILING&STRAPPING @EXTERIOR WINDOW/DOOR HEADER &DETAIL(HOLDOIWN&CONN). 12 PARTICLEBOARD PANELS 8D 8D (SEE MANUF.) GALV.METAL TIE DOWN W/IN 32"OF DIAGONAL BOARD SHEATHING RED A GALV.METAL TIE-DOWN AT CORNER OF STRUCTURE CORNER OF STRUCTURE 8 9 111X6"OR 111X8" 2-8D 3-10D PER SUPPORT �� ppELHO MODEL'HDQ8/ PHD6' BY SIMPSON STRONG TIES MODEL'HTT22'BY SIMPSON STRONG TIES 1"X10"OR WIDER 3-8D 3-1013 PER SUPPORT USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER ALLOWABLE DEFLECTION 4 n FLOOR SHEATHING EXTERIOR BALCONIES 60 psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH L/180 \ --i NO FINISHED CEILING ATTACHED TO RAFTERS y r STRUCTURAL PANELS DECKS 40 psf 10 psf ` 04 RR905.2.5 FASTENERS.FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 1"OR LESS 8D 10D 6" EDGE/12"FIELD PASSENGER VEHICLE GARAGES 50 psf as per plan INTERIOR WALLS AND PARTITIONS H/180 qTF y� GAGE[0.105 INCH(2.67 mm)]SHANK WITH A MINIMUM 3/8-INCH(9.5 mm)DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING GREATER THAN 1" 10D 16D 6" EDGE/6"FIELD OF N MATERIALS AND A MINIMUM OF 3/4 INCH(19.1 mm)INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/41NCH(19.1 mm)THICK,THE DIAGONAL BOARD SHEATHING ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf FLOORS AND PLASTERED CEILINGS L 36 FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667. / 0 RR905.2.6 ATTACHMENT.ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BYTHE MANUFACTURER.FOR NORMAL APPLICATION, 1"X6"OR 1"X8" 2-8D 3-1013 PER SUPPORT ATTICS WITH STORAGE(ROOF ABOVE 3 PITCH) 20 psf 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT STRAPPING WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL(20:12),SPECIAL METHODS OF FASTENING ARE REQUIRED. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER2 AT THE EXCEPTION:ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TCD OBTAIN SLEEPING ROOMS 30 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES H/240 DETAILS & FOLLOWING CATEGORIES: HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL-BE SCHEDULE 1. THE BASIC WIND SPEED PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(177 km/h)OR GREATER AND THE EAVE IS 20 FEET DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAUNTAIN STAIRS 40 psf 10 sf EXTERIOR WALLS WIND LOADS WITH FLEXIBLE FINISHES H/120 b (6096,mm)OR HIGHER ABOVE GRADE. THE LOAD PATH. p p 2. THE BASIC WIND SPEED PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(193 km/h)OR GREATER. GUARDRAILS AND HANDRAILS 200 plf 10 psf NOTE:L=SPAN LENGTH, H=SPAN HEIGHT 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED I NUMBER OF a FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HERIN,THE WIND 3. SPECIAL WIND ZONES PER FIGURE RR301.2(4) NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. ROOF LOADING(LIVE=GROUND SNOW LOAD 20 psf 12 psf for attic LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND ADJUSTMENTS AS PER FIGURE R301.2(5)OF THE 2020 CLADDING(ASO)LOADS OBTAINED FROM TABLE R301.2(2). 3.CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK INTERNATIONAL RESIDENTIAL CODE) 15 psf for cath b DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SCALE: AS NOTED IBC FOR ADDITIONAL REQUIREMENTS. SHALL BE LIMITED TO AN ALLOWABLE DEFLECTIONS OF H/180. 10 FASTENERS FOR ASPHALT ROOF SHINGLES 13 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS (REFER TO TABLE R301.5 OF THE INTERNATIONAL RESIDENTIAL CODE) COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS;INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SIHALL REMAIN THE DI RAW I N GS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO U NTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY(OTHER PROJECTS OR BUILDING PERMIT PLANS AND,BE SPECIFICATIONS ARE IN COMPLIANCE WITH MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES TIHAN THOSE PROPERLY RECEIVED SECTION RECIFICATIONS105.2.2 OF RE IN COMPLIANCE NYS PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT TIHE SPECIFIC WRITTEN WORK,WITHOUT ARCHITECT's WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM ENERGY NOTES: AIR SEALING AND INSULATION 1. ALL CONSTRUCTION SHALL COMPLY WIITH THE 2020 INTERNATIONAL ENERGY CONSERVATION -%' 777777777 - CONSTRUCTION CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION SHALL BE DEMONSTRATED TO COMPLY WITH ONE OF THE AND ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. FOLLOWING OPTIONS GIVEN: . :,. . 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC N1101.14 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL ! I EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 1. AIR BARRIER AND THERMAL BARRIER " �'�`-` '` = ` -'= 4. INSTALLATION -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN 1.1. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS IS INSTALLED IN SUBSTANTIAL CONTACT AND -CEILING GYPSUM BOARD ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, CONTINUOUS ALIGNMENT WITH BUILDING ENVELOPE AIR BARRIER. � AS AIR BARRIER AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 1.2. BREAKS OR JOINTS IN THE AIR BARRIER ARE FILLED OR REPAIRED. �\ -CONTINUOUS BEAD OF SEALANT 5. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR 1.3. AIR-PERMEABLE INSULATION IS NOT USED AS A SEALING MATERIAL. EQUAL TO 3 ACH50 IN CZ 4A.5.6A.TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 1.4. AIR-PERMEABLE INSULATION IS INSIDE OF AN AIR BARRIER. , `'`-CONTINUOUS BEAD OF SEALANT ' 6. DUCTS-SUPPLY AND RETURN DUCTS IIN ATTIC SHALL BE INSULATED TO A MINIMUM OF R-8 @ 31, OR GREATER IN DIAMETER,AND R-6 @ DUCT LESS THAN 3" IN DIAMETER. 2. CEILING/ATTIC \. CONTINUOUS MINIMAL EXPANDING 1. DUCT SEALING - DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. 2.1. AIR BARRIER IN ANY DROPPED CEILING/SOFFIT IS SUBSTANTIALLY ALIGNED WITH INSULATION AND ANY GAPS FOAM AT WINDOW PERIMETER 18 MIDTOWN ROAD c2D7:` 8. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED ARE SEALED. OA?U PtACFNY 11514 (6', -s92.3021 THIRD PARTY. 2.2. ATTIC ACCESS (EXCEPT UNVENTED ATTIC),KNEE WALL DOOR,OR DROP DOWN STAIR IS SEALED. f WINDOW UNIT AS AIR BARRIER DTrc nRcllrlclsl4aDce^,+ 9. BUILDING CAVITIES SHALL NOT BE USEID AS DUCTS OR PLENUMS. ' 10. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105 F DEGREES OR<55 F DEGREES 3. WALLS SHALL BE INSULATED WITH R-3 MINIMIUM. 3.1. CORNERS AND HEADERS ARE INSULATED. FCONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER 11. MECHANICAL VENTILATION -SHALL MEIET THE REQUIREMENTS OF THE IRC/IMC 3.2. JUNCTION OF FOUNDATION AND SILL PLATE IS SEALED. 12. EQUIPMENT SIZING- PER ACCA MANUAIL S,BASED ON LOADS CALCULATED PER ACCA MANUAL J AS /PROVIDED BY A THIRD PARTY HERS RATTER. 4. WINDOWS AND DOORS CONTINUOUS BEAD OF SEALANTf 13. LIGHTING -A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY 4.1. SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING IS SEALED. / PROJECT LAMPS ---CONTINUOUS BEAD OF ADHESIVE KRACKE 14. ALL HVAC,PLUMBING& ELECTRICAL SWSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY 5. RIM JOISTS RESIDENCE EFFICIENCY,INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT 5.1. RIM JOISTS ARE INSULATED AND INCLUDE AN AIR BARRIER. .- L CONTINUOUS BEAD OF SEALANT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL AIR CONDITIONING, 6. FLOORS (INCLUDING ABOVE-GARAGE AND CANTILEVERED FLOORS) VENTILATION,HEATING SYSTEMS(NEW„ EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL 6.1. AIR BARRIER CRITERIA-THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. 4520 PEQOASN AVE, ENGINEER IF REQUIRED BY THE OWNER',OR BUILDING DEPARTMENT. 6.2. INSULATION INSTALLATION CRITERIA- FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN "'`= TCNOGUE NY 11935 15. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH IECC 2020 UNALTERED PORTIONS PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING,OR FLOOR FRAMING CAVITY INSULATION ` �" DATE: -� . ,� DATE: 06/2025 OF THE EXISTING BUILDING IS NOT REQIUIRED TO COMPLY WITH THIS CODE. SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION PROJECT NO. 3525009 16. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL -- REV4StON DATE AND COOLING SYSTEM IN ACCORDANCIE WITH SECTION N1103 CONTROL SYSTEMS. PERIMETER FLOOR FRAMING MEMBERS CEILING GYPSUM BOARD 1 SUBMIT FOR BUILDING PERMIT 06/2025 AS AIR BARRIER 2 17. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE i \` 3 WITH TABLE R402.4.1.1.APPLY A FRESIH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE 1. CRAWL SPACE WALLS . I� `--------CONTINUOUS BEAD OF SEALANT IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. 7.1. INSULATION IS PERMANENTLY ATTACHED TO WALLS. - 1.2. EXPOSED EARTH IN UNVENTED CRAWL SPACES IS COVERED WITH CLASS I VAPOR RETARDER WITH OVERLAPPING Cr ��-CONTIN000S BEAD OF SEALANT 6 JOINTS TAPED. BUILDING THERMAL ENVELOPE _CONTINUOUS MINIMAL EXPANDING 1 THE CONTRACTOR SHALL VERIFY ALL 8. SHAFTS,PENETRATIONS !' FOAM AT WINDOW PERIMETER EXISTING AND PROPOSED CONDITIONS ON 8.1. DUCT SHAFTS,UTILITY PENETRATIONS,KNEE WALLS AND FLUE SHAFTS OPENING TO EXTERIOR OR THE CONSTRUCTION DOCUMENTS WITH THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION.THE SEALING UNCONDITIONED SPACE ARE SEALED. 3 - WINDOW UNIT AS AIR BARRIER THOSE AT THE SITE.ANY DISCREPANCIES I _ - MUST BE BROUGHT TO THE ATTENTION OF METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND Ilz THE ARCHITECT PRIOR TO COMMENCING CONTRACTION.THE FOLLOWING SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED 9. NARROW CAVITIES CONSTRUCTION.THE CONTRACTOR SHALL CONTINUOUS MINIMAL EXPANDING BE RESPONSIBLE FOR DISCREPANCIES WITH AN AIR BARRIER MATERIAL,SUITABLE FILIIA OR SOLID MATERIAL: 9.1. BATTS IN NARROW CAVITIES ARE CUT TO FIT,OR NARROW CAVITIES ARE FILLED BY SPRAYED/BLOWN J' FOAM AT WINDOW PERIMETER NOT REPORTED TO THE ARCHITECT ONCE INSULATION. WORK HAS HIDDEN CONDITIONS WHERE APPLICABLE. 1. ALL JOINTS,SEAMS AND PENETRATIONS. 2. SITE-BUILT WINDOWS,DOORS AND SKWLIGHTS. 1e, GARAGE SEPARATION j // CONTINUOUS BEAD OF SEALANT 2.PROVIDE WOOD BLOCKING IN WALL 3. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING. 10.1. AIR SEALING IS PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. FRAMING FOR ALL accEssoRlEs INCLUDING BUT NOT LIMITED TO:TOWEL 4. UTILITY PENETRATIONS. r�-" r --- ....... coNrlNuous BEAD of ADHESIVE BARS,TOILET PAPER HOLDERS,SHELVING 5. DROPPED CEILINGS OR CHASES ADIACIENT TO THE THERMAL ENVELOPE. 11. RECESSED LIGHTING K,--= ' ATTACHMENT,ROBE HOOKS,GRAB BARS, k; �;:= � � ETC. 6. KNEE WALLS. 11.1. RECESSED LIGHT FIXTURES ARE AIR TIGHT,IC RATED,AND SEALED TO DRYWALL. .---= ... CONTINUOUS BEAD OF SEALANT ----=' 3.NO WORK TO COMMENCE UNTIL A L �� BUILDING PERMIT IS ISSUES. 1. WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES. EXCEPTION-FIXTURES IN CONDITIONED SPACE. r �.. I, 8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. "-- 4.THESE PLANS COMPLY WITH THE 2020 9. COMMON WALLS BETWEEN DWELLING UNITS. 12. PLUMBING AND WIRING _................_......--..._....._...._._.___..__...____..._._...._...._.._.._..-.....__._..... !� �.._� INTERNATIONAL ENERGY CONSERVATION 10. ATTIC ACCESS OPENINGS. 12.1. INSULATION IS PLACED BETWEEN OUTSIDE AND PIPES.BATT INSULATION IS CUT TO FIT AROUND WIRING AND iI CODE. 11. RIM JOIST JUNCTION. PLUMBING,OR SPRAYED/BLOWN INSULATION EXTENDS BEHIND PIPING AND WIRING. OTHER SOURCES OF INFILTRATION. !�' 13. SHOWER/TUB ON EXTERIOR WALL '' '!'= -�-- 13.1. SHOWERS AND TUBS ON EXTERIOR WALLS HAVE INSULATION AND AN AIR BARRIER SEPARATING THEM FROM CONTINUOUS BEAD OF SEALANT ' . .,: 7� . , $ ,'77#; ° ` ° _' THE EXTERIOR WALL. ~ lam-» �,.,: a `-`=.� .' - "� �<��"�r�•::a�..^�, -� CONTINUOUS SILL SEALER 14. ELECTRICAL/PHONE BOX ON EXTERIOR WALLS •TAM�- -FULL WIDTH OF MUDSILL 14.1. AIR BARRIER EXTENDS BEHIND BOXES OR AIR SEALED-TYPE BOXES ARE INSTALLED. ;•�.,; F, <. � �,: � � , ��•'�-•--FOUNDATION WALL AS AIR BARRIER 15. COMMON WALL CONCRETE SLAB AS AIR BARRIER 15.1. AIR BARRIER IS INSTALLED IN COMMON WALL BETWEEN DWELLING UNITS. 16. HVAC REGISTER BOOTS 16.1. HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEALED TO SUBFLOOR OR DRYWALL. i,\ /\//�/ ,� \ \ \ Al 11. FIREPLACE �' ' 4 1, ,:;';•:: ;. r4,. ` # • 17.1. FIREPLACE WALLS INCLUDE AN AIR BARRIER. If TYPICAL AIR SEALING DETAILS ED AIR SEALED WALL JOINTS TESTING OPTION \�.�E oEL.No Rcy BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED AIR :. ,.., LEAKAGE IS LESS THAN SEVEN AIR CHANGES PER HOUR (ACH)WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 33.5 PSF(50 PA).TESTING SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, d ripy Y INCLUDING PENETRATIONS FOR UTILITIES,PLUMBING, ELECTRICAL,VENTILATION AND COMBUSTION APPLIANCES. 14 � - . '. . . ' s F DURING TESTING: Zl lie rY 1. EXTERIOR WINDOWS AND DOORS FIREPLACE AND STOVE DOORS SHALL BE CLOSED BUT NOT SEALED; AIR SEALING/ i=:. � '' 2. DAMPERS SHALL BE CLOSED, BUT NOT SEALED,INCLUDING EXHAUST,INTAKE, MAKEUP AIR,BACKDRAFT AND FLUE g-t „'':" DAMPERS; AIR BARRIER 3. INTERIOR DOORS SHALL BE OPEN; ti �' �� � rr g hay DETAILS is 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED ' x AND SEALED; > k �'` ` ' xa• "-x - `,?, '.._: f as 5. HEATING AND COOLING SYSTEM(S)SHALL BE TURNED OFF; a'fin- ,3ag1'a.,F •. ;� `, CT "Y { 6. HVAC DUCTS SHALL NOT BE SEALED;AND G, I':' SCAL. AS NOTED 5 1. SUPPLY AND RETURN REGISTERS SHALL NOT BESEALED. -- '• �� a,.t.. ...gi°�w.. .Jr'.R 4,a.,,'..;.R•..�.�A� =Y`S ;t> z::�>'•>... �:;s: '' _ e, < \µ� M VIINSPECTION_.� SUAL OPTION 0 T ON BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN THE ITEMS LISTED COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: IN TABLE 402.4.2,APPLICABLE TO THE METHOD OF CONSTRUCTION,ARE FIELD VERIFIED.WHERE REQUIRED BY THE CODE ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS DUCT SEALING REQUIREMENTS TS OF OFFICIAL,AN APPROVED PARTY INDEPENDENT FROM THE INSTALLER OF INSULATION SHALL INSPECT AIR BARRIER AND NO WORK TO COMMENCE CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE D R:AW I NGS SUBMITTED FOR 1 THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO INSULATION. U NTI LL BUILDING PERMIT IS KNOWLEDGE,BELDESIGN IEF ANAL STATE T E THAT TO THE BEST OF THESE MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT PLANS AND,BE011 SPECIFICATIONS ARE IN COMPLIANCE WITH MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY RECEIVED SECTION RECIFICATIONS105.2.2 OF RE IN COMPLIANCE NYS PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRA41 M BY- DM x.. ..,..... ....,.,.. 411 OWNERSHIP AND USE OF DOCUMENTS: -- ROOF I I DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF t Offer Pot eelarz - - SNE<tEk.t'..�an7 PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE ATTIC. FL PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO N£IfsFt7S BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR 1---' � z. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY C':rei;re 3';n:a Braun Setfaad f I AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN e (RENO KITCHEN) AUTHORIZATION OF ARCHITECTS MAD. rc Prtnni[Bap :� Aa f•�«.. Wwyards •L' �,l:fi; S(SUTH(7tCY 4t<C l ISLA Th 211 COPYRIGHT O e Famfiaust �" .JBtnrp l�zik 4t.,t:r.r 1iiX.;rt :`.,.:��«.na ' , 1 � f 921' W ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ¢ o NEW ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE b,z:iuv Ind. FLMANNER WITHOUTTHE WRITTEN CONSENT OF THE ARCHITECT. DISH DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S ; iwxn otve�Q 5pQ 2„ WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. :UTCHOGUE r C.O. ENERGY CODE COMPLIANCE STATEMENT '; .. rr 4520 Pequash Ave } tt 0ylp 3 1 THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN 4520 Pequash Ave KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENSIONAL,STATE THAT TO THE BEST T,THESE ad PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH MY A FRESH AIR INTAKE SCHEDULE 40 PVS DRAIN LINES SECTION R105.2.20F THE 2020 NYS ECCC. IupBee �� N�wsuF£e€;. :� ast TO EXTERIOR 3/4"PEX SUPPLY LINES � >° MATT�TUCY - .. ..' t+i;tP t'.•. era' ur L C.O. NO WET VENTS PERMITTED 181,11010VAlRDAD X2020 st' " CARIAPt ACE NY?1514 001P"a �3" 4" 4 NO WORK TO COMMENCE nh1CARr,En IEr,15A�A�c011 TO EXIST SEWER SYSTEM G.C.TO VERIFY PIPE MATERIAL W/ BLDG DEPT UNTILL BUILDING PERMIT IS :,:•: CELLAR FLOOR RECEIVED nC SUBMITTED Y Y % 3 KEY PLAN PLUMBING RISER DIAGRAM DRAWINGSBUILDING PERMITFOR 1 Z PROJECT KRACKE RESIDENCE I 4520 PEQUASH AVE, CUTCHOGUE NY 11935 DATE: 06/2025 PROJECT Ill. 3525009 200af 00' N32D 18' 00"W REVISION OAT 1 SUBMIT FOR BUILDING PERMIT 06/2025 3 4 C N Q I UJI I NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING FRAME EXISTING AND PROPOSED CONDITIONS ON SHED(112 SF) THE CONSTRUCTION DOCUMENTS WITH 25.2' THOSE AT THE SITE.ANY DISCREPANCIES SI MD— — — —" "" - ' — — MUST BE BROUGHTTO THE ATTENTION OF L , ■ THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES EXISTING WD O NOT REPORTED TO THE ARCHITECT ONCE FRAME DETACHED HIDDEN CONDITIONS WHERE APPLICABLE. I N I WORK HAS COMMENCED,EXCEPT FOR O Q GARAGE(407 SF) w 2.PROVIDE WOOD BLOCKING IN WALL O V FRAMING FOR ALL ACCESSORIES N EXISTING CONCRETE Q INCLUDING BUT NOT LIMITED TO:TOWEL PAD BARS,TOILET PAPER HOLDERS,SHELVING V I I N ATTACHMENT,ROBE HOOKS,GRAB BARS, AQ -- 1 ) ETC. 1` I 2 7' I Z! 3.NO WORK TO COMMENCE UNTIL A SIDE ARD EXISTING COVERED BUILDING PERMIT IS ISSUES. REAR PATIO(50 SF) I 4.THESE PLANS COMPLY WITH THE 2020 I EXISTING STONE I I INTERNATIONAL ENERGY CONSERVATION - \, WALKWAY CODE. I • EXISTING BILCO CELLAR I O ACCESS DOORS O I 0 EXISTING 1 STORY L 109.4' Q I WOOD FRAME SIDE YARD I DWELLING (1,060 H O I SF COVERAGE) f SIDE Alm — — — BUILDING ENVELOPE _- EXISTING STONE WALKWAY O I AND FRONT STOOP/STEPS I O LOT COVERAGE CALC. GROUND 0 I } 60 SF REAR PORCH OR = 1,050 SF z SECTION: 110 NOTE: GARAGE = 407 SF ® THE INFORMATION USED FOR THIS SHED = 112 SF � BLOCK: 3 SITE PLAN WAS OBTAINED w DIRECTLY FROM THE SURVEY. I � I I s 5: 1LOT: 30 (SEE SURVEY ATTACHED) TOTAL LOT COV. = 1,619 SF 1 1 1 200.00' ZONING REQUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE 1113-40" T� REQUIRED EXISTING/PROPOSED `c���0U 0 � 200.00 S32D 18 00 E LOT AREA 40,000 SF MIN * 35,000 SF(EXISTING) Q n LOT WIDTH 150' MIN 200'(EXISTING) LOT DEPTH 175' MIN 175'(EXISTING) " FRONT SETBACK 50' MIN(PRIMARY) * 49.8'(EXISTING) ,QI' 041714 UASH AVENUE SIDE SETBACK 10' MIN (PRIMARY) 33.7'&109.4'(PROPOSED) 35' MIN (BOTH) 145.6'(PROPOSED) REAR SETBACK 35' MIN 59.25'(EXISTING) LIVABLE FLOOR AREA 850 SF MIN 920 SF(EXISTING) PROJECT INFO, FLOOR AREA 4,350 SF MAX 7 5%(5,000 SF)= 920 SF(EXISTING) SURVEYS, & / 725 LOT COVERAGE 20%(7,000)MAX 1,619 SF(EXISTING) PLUMB RISER DIA. / HEIGHT 35' MAX TO RIDGE(PEAKED) 14'-11"(EXIST. FROM AVG GRADE) 25' MAX TO RIDGE(FLAT) N/A STORIES 2 1/2 STORIES 1 STORY(EXISTING) SKY PLANE 45D(STARTS AT 10'ABOVE COMPLIES:SEE ELEVATIONS STALE: AS NOTED / NATURAL GRADE AT ALL POINTS — PARALLEL OR ADJ.TO DWELLING) * EXISTING NON-COMPLIANT SITE PLAN ZONING INFORMATION 06 3 4 SCALE: v,_I. N DRAWN BY: DM CONSTRUCTION LEGEND E EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED 4X4 WOOD POSTS ARE(2)2X4 WOOD POST NAILED TOGETHER OR STEEL COLUMN DOWN(SEE PLAN) emu" w 4X4 WOOD POSTS ARE(2)2X4 WOOD POST NAILED TOGETHER OR STEEL COLUMN ABOVE (SEE PLAN) x —DOOR WIDTH &HEIGHT 04 18I'li 10YJNR11 fc2024 CAR!;}'I ACF NY 11514 NEW DOOR HARDWARE AND CASING i531; ss: 021 t�r>�r1Aarf1!:Irrso.�Atl.cor� 44'-6"EXISTING WOOD FRAME GROUND FLOOR 44'-6"EXISTING FOUNDATION WALL 12'-0" 20'-6" 12'-0" 12'-0" 20'-6" 12'-0" -71 EXISTING DOOR, HARDWARE AND CASING REMOVE REMOVE PROJECT 1 ELEVATION NUMBER RACCE E EXISTING FOUNDATION W/ALES AND FOOTING TO REMAINJ. A300 DRAWING NUMBER RESIDENCE EXISTING KITCHEN CABINETS,FINISHES AND • SIMPSON METAL DETAIL NUMBER EXISTING uu>ol PLUMBING FIXTURES TO _ BRIDGING @ 1/3 SPAN ABOVETYP0 KITCHEN BE REMOVED. O o A300 DRAWING NUMBER 2 w � EXISTING iv 4520 PEQUASH AVE, 102 U CRAWL SPACE CUTCHOGUE NY 11935 CEILING HEIGHT-SEE PLAN DATE: 06/2025 000 - 9'-0" PROJECT W 3525009 EXIST 2X8 FJ to TE DASHED LINE INDICATES EXISTING WOOD FRAME 16"O.C.ABOVE TO REMAIN WALLNG LCO DOORS 0 WALL TO BE REMOVED STAIRS TO ATTIC HATCH I REVISIT 1 SUBMIT FOR BUILDING PERMIT O6/2025025 TO REMAIN. 2 EXISTING WASHER AND EXIST EXIST @� DRYER TO REMAIN —� -- ---- __ -- --- 5 OO ---- - �� E E _ EXIST Up 6 h -J R R °� J .� LL U— J O O Q EXISTING FOUNDATION W/ALL J - -- - m UP m AND FOOTING TO REMAINI. UP D NOTES: O cD ZO � &D Z 1.THE CONTRACTOR SHALL VERIFY ALL w O EXISTING WOOD FRAME @ w F- h � EXISTING AND PROPOSED CONDITIONS ON EXISTING m o EXISTING w o STAIRS TO GROUND ,A N to B THE CONSTRUCTION DOCUMENTS WITH m FLOOR TO REMAIN. l �+ 7C O DINING RM x a BEDROOM z w l� -_ w Z THOSE AT THE SITE.ANY DISCREPANCIES ILL m 0 ___ EXISTING ci EXIST EXIST LL, O LL 0 I w 0 EXISTING FOUNDATION MUST BE BROUGHT TO THE ATTENTION OF 0 m 101 BATH a 0 105 EXIST w 0 m m � F- m m O t7 N a io ___-_________ _- -..._______ O X N a m N a WALLS AND FOOTING - w THE ARCHITECT PRIOR TO COMMENCING O 6 04 •� NO y/pRP — O O w N Uo N - 1 N Ci TO REMAIN. Z CONSTRUCTION.THE CONTRACTOR SHALL O �n o 104 O Z_ BE RESPONSIBLE FOR DISCREPANCIES BATHROOM BATHROOM AND D N HWH w � N NOT REPORTED TO THE ARCHITECT ONCE 3.1 � i u' � BATHROOM FIXTURES TO 1--- � NO WORK — N � 1 Z REMAIN AND BE E Z_ W I _ X SIMPSON METAL w WORK HAS COMMENCED,EXCEPT FOR PROTECTED DURING @ E' BRIDGING @ 1/3 SPAN N CONSTRUCTION. m V) o w I p HIDDEN CONDITIONS WHERE APPLICABLE. w i x W Cfl Ow ABOVE TYP CD c C DN - M z M 2.PROVIDE WOOD BLOCKING IN WALL EXISTING - is FRAMING FOR ALL ACCESSORIES M E SUN ROOM M M _ _ _ c� INCLUDING BUT NOT LIMITED TO:TOWEL E DASHED LINE INDICATES R E `i EXISTING 5X7 TIMBER BEAM DROPPFEL' EXISTING 5X7 TIMBER BEAM DROPPED $—EXISTING 5X7 TIMBER BEAM DROPPED EXISTING BARS,TOILET PAPER HOLDERS,SHELVING WALL TO BE REMOVED EXISTING WOOD FRAME 107 r{ UNEXCAVATED •1 ATTACHMENT,ROBE HOOKS,GRAB BARS, STAIRS TO CELLAR TO REMAIN. � NO WORK EXISTING COLUMNS OVER ETC. F FOOTING TO REMAIN. EXISTING WALL TO REMAIN I U? 3.NO WORK TO COMMENCE UNTIL A w SIMPSON METAL BUILDING PERMIT IS ISSUES. (EXISTING N I BRIDGING @ 1/3 SPAN -_-__� w 4.THESE PLANS COMPLY WITH THE 2020 uJ LIVING RM 00 EXIST. UNFINISHED INTERNATIONAL ENERGY CONSERVATION w 10o U EXISTING _ = -__ N a CELLAR CODE. o F o thl0 WORD E BED ROOM o E EXIST EXIST ~Ln U 001 m x a � x a � � o I NO WORK _N o � i✓ '� c0 I ii vJ in U? (n I �al w cD EXISTING FOUNDATION WAALLS EXISTING FOUNDATION O U I AND FOOTING TO REMAINJ. WALLS AND FOOTING TO REMAIN. I - - -- --- EXIST --- —_ EXIST EXIST EXIST EXIST EXIT EXIST NOTE I: E E ANY STRUCTURAL WALLS NOTED TO BE REMIOVED,TO EXIST. p REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. HEADER SCHEDULE 32'-6" 12'-0" 14'-2" 5'-0" 13'4" 12'-0" OPENING HEADER UP TO 4'-0" (2)2"X 8"WOOD 44'-6" EXISTING WOOD FRAME GROUND FLOOR 44'-6" EXISTING FOUNDATION WALL 4'-0"TO 6'-0" (2)2"X 10"'WOOD 6'-0"TO 10'-0" (2)2"X 12" WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS A RED A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI.I. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS GROUND DEMOLITION FLOOR PLAN PROPOSED FOUNDATION CELLAR FLOOR PLAN `` 2 1 SCALE: 1'0" 2 SCALE: 1/4"=1'-0" DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO ...r WORK TO COMMENCE UNTIL 041714 PERMIT IS ISSUED FOF NE`N ENERGY CODE COMPLIANCE STATEMENT GROUND FLOOR I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DEMOLITION PLANS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. AND PROPOSED COPYRIGHT @ CELLAR PLAN ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCAIE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD,. DRAWN BY: DM CONSTRUCTION LEGEND r, EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED 4X4 WOOD POSTS ARE(2)2X4 WOOD POST NAILED TOGETHER OR STEEL COLUMN DOWN(SEE PLAN) 4X4 WOOD POSTS ARE(2)2X4 WOOD POST NAILED TOGETHER OR STEEL COLUMN ABOVE (SEE PLAN) 0 00 x-—DOOR WIDTH &HEIGHT 44'-6" EXISTING WOOD FRAME GROUND FLOOR 00 18 NPT%'N RD 2024 CARL[PtAff NY 11514 (6311 ,132-'3�121 121-01' 201-611 12'-011 NEW DOOR, HARDWARE AND CASING 4--1ll 51-0'# 21-1111 NEW 4X4 WOOD DW2 POST DOWN :3 EXISTING DOOR, HARDWARE AND CASING NEW(2)2X8 NEW(2),XS PP!lr'CT 00 HEADER HEADER I ELEVATION NUMBER 0 KRACKE A300 DRAWING NUMBER DW RESIDENCE L0 NEW 4X4 WOOD 00 RENOVATE c"I POST DOWN DETAIL NUMBER xx KITCHEN x U`) '0 X_ �A300) DRAWING NUMBER FJ-02 C? EN 4520 PEQUASH AVE, wl PROVIDE DUCT EXHAUST 19.28 READ.GLAZE TO EXTERIOR AS PER CUTCHOGUE NY 11935 24.80 PROD.GLAZE 1? 2020 IRCC M150� 09.64 REQD.VENT &D CFM CEILING HEIGHT-SEE PLAN DATE: Nfl 06/20 352500925 23.20 PROV.VENT RANGE HOOD M�400 PPONCT � EXIST 2X6 CJ EXISTING WOOD FRAME DATE REF 16"O.C.ABOVE STAIRS TO ATTIC HATC"---------1 I SUBMIT FOR BUILDING PERMIT 06/2025 TO REMAIN. 2 EXIST EXIST 3 0 a: c 4 UPSET 0 0 6 NEW 4X4 W OD _j 0 T DQWN NEW(2)2XID'ML BE IVI L LL_ -9 LL a - z Ci� a �! z 2 0 X I ST I N G kXL L U V) 'I m NOTES: m I� R zo 0 1.THE CONTRACTOR SHALL VERIFY ALL REMAIN m Lu VOSA, uji > > EXISTING AND PROPOSED CONDITIONS ON Lu 0 0 0 EXISTING W M THE CONSTRUCTION DOCUMENTS WITH to M x < X < BEDROOM 04 cj < THOSE AT THE SITE.ANY DISCREPANCIES 4 Lu c"I 6 EXISTING EXISTING 1— 6 EXIST I cr MUST BE BROUGHT TO THE ATTENTION OF ILL 6 DINING RM FIO-51 EYIST u_ A200a ZD BATH EXIST THE ARCHITECT PRIOR TO COMMENCING 0 �l - _ _41 0 NO WORK 0 E��] a��] 0 CONSTRUCTION.THE CONTRACTOR SHALL c NO WORK 3: BE RESPONSIBLE FOR DISCREPANCIES 0 NOT REPORTED TO THE ARCHITECT ONCE U? b CHIMNEY IN INDICATED WORK HAS COMMENCED,EXCEPT FOR U) cv) ! --cr R i CAVITY TO REMAIN 4N U) HIDDEN CONDITIONS WHERE APPLICABLE. I >< uj LLI N INDICATED 0 2.PROVIDE WOOD BLOCKING IN WALL NEW(2 -UPSET� M DN 0 EOEXISTING zo FRAMING FOR ALL ACCESSORIES cl I m cv) NEW 4X4 WOOD SUNROOM .1 INCLUDING BUT NOT LIMITED TO:TOWEL E BARS,TOILET PAPER HOLDERS,SHELVING EXISTING WO ME ST DOWN OD FRAME Fl-6-7] ATTACHMENT,ROBE HOOKS,GRAB BARS, STAIRS TO CELLAR TO ...... NO WORK ETC. EXISTING BATHROOM AND BATHROOM REMAIN. FIXTURES TO REMAIN AND BE PROTECTED U DURING CONSTRUCTION. (n 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. uj >0 EXISTING U) NM VING RM 0 4.THESE PLANS COMPLY WITH THE 2020 nX LI cs INTERNATIONAL ENERGY CONSERVATION uj>< 0 6 EXISTING a >0 CODE. 6 BEDROOM w m NO WORK 1 EXIST EXIST x E706 04 0 NO WORK Z' EXISTING WALL TO REMAIN CI I III D L9 uJ 0 fr n CO EXIST EXIST EXIST EXIST <E> EXIST NOTE 1: ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. HEADER SCHEDULE 321-611 121-01' OPENING HEADER T UP TO 4'-0" (2)2"X 8"WlOOD 44'-6" EXISTING WOOD FRAME GROUND FLOOR 41-0"TO 61-011 (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD "MU'(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEIMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,1650 PSI. PR 1pF-D PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"ORt LARGER. IE ��o�O PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR!SMALLER. ELHO SEE PLANS FOR ADDITIONAL FRAMING INSTRUiCTIONS PROPOSED GROUND FLOOR PLAN 01 N SCALE: 114"-1'-0" DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO WORK TO COMMENCE UINTIL 041714 PERMIT IS ISSUED or ........... ENERGY CODE COMPLIANCE STATIEMENT PROPOSED I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BES-7 OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE GROUND FLOOR PLANS AND/OR SPECIFICATIONS ARE IN COMPLIAINCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. PLA N 01 COPYRIGHT @ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE- DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM e CENTRAL AIR-CONDITIONING NOTES: POWER ER LEGEND AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/15AMP DUPLEX OUTLET DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY .;.. ,F . HERS RATER(IF APPLICABLE).G.C.TO INSTALL 1/2 SWITCHED 120 VOLT 15AMP WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL S DUPLEX OUTLET SYSTEMS. GFCI 20 AMP/120 VOLT DUPLEX OUTLET REFER TO MANUAL D,J AND S FOR MECHANICAL DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET DEDICATED FLOOR TO BE FED VIA DUCT WORK MOUNTED ON CEILING Q 120 VOLT QUAD OUTLET-ONE OUTLET TO BE DEDICATED 20 AMP DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE 120/20 120 VOLT/20 AMP DEDICATED INSTALLED TIGHT TO CEILINGS HARDWIRE SUPPLY PLUMBING NOTES 120/15 120 VOLT/15 AMP DEDICATED HARDWIRE SUPPLY 18 MIUION.'N r?p T2024 PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED CAIRIJ P1MlNY1IY4 BY OWNER.VERIFY STYLE, MANUFACTURE,AND (h 240/3o 220 VOLT/30 AMP DEDICATED (s311.3323Czi ``��'' COLOR PRIOR TO ORDERING.G.C.TO PROVIDE HARDWIRE SUPPLY ALLOWANCES SWITCH TO GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND TM DIGITAL WALL THERMOSTAT BY"LUX" TURN ON OUTDOOR PVC DRAIN AND VENT LINES. NO WET VETS ARE LIGHTING PERMITTED.GC TO INSTALL NO-HUB BELOW SLABS. O TELEPHONE JACK-HOME RUN TO G.0 TO VERIFY WITH BUILD DEPARTMENT MATERIALS T - OF PLUMBING TO BE USED. TELEPHONE PANEL (CAT 3-4 PAIR) I D1 PRC'ECT INSPECTIONS: CABLE TELEVISION JACK-HOME RUN TO TELEPHONE PANEL I(RACCE Dw G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) RESIDENCE PERMITS AND INSPECTIONS/SIGN OFFS FROM CABLE MODEM HOME RUN TO UNDERWRITERS. cM TELEPHONE PANEL j RENOVATE ' I c GAS SUPPLY: (CAT 5-4 PAIR WIRE) KITCHEN RECESSED 4"LIGHT FIXTURE 4520 PEQUASH AVE, 102 BARBEQUE, RANGES,WALL OVENS, DRYERS,` `__-_ CUiCHOGUE NY 11935 GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS&'TUBS GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. Qs SURFACE MOUNTED FIXTURE DATE: 06/2025 LL PROJECT NO. 3525009 A WALL MOUNTED LIGHT FIXTURE REVISION DATE REF ❑F EXHAUST FAN TO EXTERIOR 1 SUBMIT FOR BUILDING PERMIT 06/2025 -- —_ N J WALL SWITCH 4 I CARBON o l cM A MONOXIDE ALARM 6 SO SMOKE DETECTING UP ALARM DEVICE NOTFS: 1.THE CONTRACTOR SHALL VERIFY ALL ' EXISTING E I EXISTING AND PROPOSED CONDITIONS ON EXISTING DINING RM UC UNDER COUNTER LINEAR LITE. GC TO THE CONSTRUCTION DOCUMENTS WITH _ INSTALL ON SEPERATE CIRCUIT THOSE AT THE SITE.ANY DISCREPANCIES _ BEDROOM 101 ___ EXISTING BATH 105 MUST BE BROUGHT TO THE ATTENTION OF NO WORK _-_-_- - ---_—__ - NEW ELECTRIC PANEL TO INSTALLED THE ARCHITECT PRIOR TO COMMENCING 104 `---- -- - --- ELEC AS NEEDED. PANEL TO BE MOUNTED CONSTRUCTION.THE CONTRACTOR SHALL -- NO WORK PANEL BE RESPONSIBLE FOR DISCREPANCIES IN METAL STUD CAVITY OR TO NOT REPORTED TO THE ARCHITECT ONCE 24"X48"X3/4"WOOD PANEL ON WORK HAS COMMENCED,EXCEPT FOR _ CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. / N � / DN 2.PROVIDE WOOD BLOCKING IN WALL EXISTING FRAMING FOR ALL ACCESSORIES SUNROOM INCLUDING BUT NOT LIMITED TO:TWEL HVAC LEGEND BARS,TOILET PAPER HOLDERS,SHELVING I 107 SWITCH TO ATTACHMENT,ROBE HOOKS,GRAB BARS, TURN ON -- - NO WORK A/C REGISTER ON CEILING ETC. LIVING ROOM CR LIGHTING I 3.NO WORK TO COMMENCE UNTIL A A/C REGISTER ON FLOOR BUILDING PERMIT IS ISSUES. tu- LI VING RM I _ _ _ III R 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION 10o I EXISTING - -_ ___- _-___ -_ = TM DIGITAL WALL THERMOSTAT BY"LUX" BEDROOM CODE. NO WORK 106 J-7— NO WORK oI r � J ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST O F MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE �REp q R PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. GROUND FLOOR ELECTRICAL PLAN 4`� � LOA �a y SCALE: 1/4" 1'-0" NOTE 1: ELECTRICIAN TO WIRE ALL DEVICES AND 4"p EQUIPMENT TO CODE. ELECTRICIAN TO VERIIFY tl ALL POWER REQUIREMENTS AT ALL EQUIPM'IENT 041714 OF N � NOTE 2: PROP. GROUND - 2 SWITCHES FOR A LIGHT REQUIRES 2 3W!AY SWITCHES ELECTRICAL -3 OR MORE SWITCHES FOR A LIGHT REQUIIRES 2 3 WAYS SWITCHES AND A FOUR WAY IN BETWEEN. CAN HAVE MANY FOUR WAY BETWEEN THE lrHREE PLAN WAYS. COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE SCALE: il4rr_1r_Orr ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. ol OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE go PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE:NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. 01AWN BY: DM CONSTRUCTION LEGEND 1 ELEVATION NUMBER A300 IXIISTING ROOF AND ROOF DRAWING NUMBER SHIINGLES TO REMAIN 2 1 DETAIL NUMBER — — — — — — — — — — — — — - - - - - - - — - - - - - - - -- - — z A300 DRAWING NUMBER '' 0 -- — _ — — — - J F 7 CEILING HEIGHT-SEE PLAN IXIISTING WINDOWS AND F_ C'3 9�_��� DOrORSTO REMAIN. 2 ' I - _ —. pQ x * I I � I I I I 00 w El Lei 00 — --J —� _J L— _J _.._ . ........EXIST.. ...._.. EXIST-____._..._...EXIST ..._.. .. _..... EXIST.._.._- EXIISTING SIDING TO 00 - - 1 REIMAIN AND OTHER Ep -J E I ( E T VEMlEER TO REMAIN e-I U EXIST — — — — — — — — — iAMA'ENY c2024 - - - - - - - - -- - - - - - ,a>.IL vtrC NYtt5ta - — 011"R",I:IIItkG:: MAI-COO GRADE 1 EXIST STOOP 1 EXISTING ONE STORY WD FRAME DWELLING EXISTING EAST ELEVATION EXISTING 1/4"-1'-0" PROJECT RACCE RESIDENCE EXISTING ROOF AND ROOF 4520 PEQUASH AVE, SHINGLES TO REMAIN w CUTCHOGUE NY 11935 \ 2 — — — — — — — — -- — — — — — - - - - - - - - - - - Z DATE: 06/2025 _.... ...._.._........._................ .._............ ............ ... --- p PROJECT NO. 3525009 m REVISION DATE € NEW ANDERSEN 400 Z 1 SUBMIT FOR BUILDING PERMIT 06/2025 _ SERIES WINDOWS TO = 2 MATCH EXISTING � N 3 W3 l T� WINDOWS. W :: W 4 EXISTING WINDOWS AND p 550 00 5 L DOORS TO REMAIN. w M 6 ~ EXIST . . .. - EXIST 1 EXISTING SIDING TO OP M REMAIN AND OTHER NOTES: 1.THE CONTRACTOR SHAH VERIFY ALL E I E 'IST • VENEER TO REMAIN — — — — — — — — -- — — — — — L-- — — — — — — — EXISTINGAND PROPOSED CONDITIONS ON GRAADE THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING (EXIST STOOP CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES EXISTING ONE STORY WD FRAME DWELLING NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. O_EXISTING NORTH ELEVATION 2.PROVIDE WOOD BLOCKING IN WALL SCAL.E: 1/4"-1'-O" FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. EXISSTING ROOF AND ROOF F 4.THESE PLANS COMPLY WITH THE 2020 SHI11NGLES TO REMAIN x INTERNATIONAL ENERGY CONSERVATION w CODE. x — — — — — — — — -- — — — — — C7 — — — — — — — — -- — — — — — ... - _.... ....._......_.. - -_ \titil IXISSTING WINDOWS AND Z EXIST D00)RS TO REMAIN. x P: = • NEM ANDERSEN 400 - x SERNES WINDOWS TO = O w MATFCH EXISTING p 00 Op WINYDOWS. W M 0 or EXIST It = � NOTE J.: EXISSTING SIDING TO 00 REMIAIN AND OTHER ANY STRUCTURAL WALLS NOTED TO BE REIMOVED,TO EXIST EXIST EXIST VENIEER TO REMAIN REMAIN OR TEMPORARY SUPPORTS TO BE IINSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. GRADE EXIST BILCO NEvwEXDOOR HEADER SCHEDULE GRAIDE DOOR EXISTING ONE STORY WD FRAME DWELLING OPENING HEADER - UP TO 4'-0" (2)2'X 8"WOOD EXISTING WEST' ELEVATION 4'-0"TO s'-o" (2)2"x 10" wooD 6'-0"TO 10'-0" (2)2"X 12"'WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED,VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT AND STRENGTH 2,650 PSI. '�D RC'7 PROVIDE TWO JACK F HEADER IS 3-9 FIOR LARGER. \���GQt0o At, /�� PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS ol TO REMAIN DRAWINGS SUBMITTED FOR SHINGLES --- -- -- - EXISTING TO REMAAND IN BUILDING PERMIT. NO `" �S. 0 1714 �O WORK TO COMMENCE UNTIL '4T�r®F = PERMIT IS ISSUED( - - - - - - - - -- - - - - - — — — — — — — — — — — z 0 - - -- - J ENERGY CODE COMPLIANCE STATEMENT PROPOSED EXISTING WINDOWS AND Ln I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED - - -- - _ DOORS TO REMAIN. =�, Z DESIGN PROFESSIONAL,STATE THAT TO THE BIEST OF MY _ KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE ELEVATIONS ~ i NEW ANDERSEN 400 - N PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH ____. -- SERIES WINDOWS TO = x SECTION R105.2.2 OF THE 2020 NYS ECCC. Lu W1 EXIST MATCH EXISTING p EXIST - WINDOWS. w 00 --... 2 M COPYRIGHT EXIT EXISTING SIDING TO 00 .i ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN REMAIN AND OTHER Fp - � CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE VENEER TO REMAIN r'I ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: - — — — — — — — — — _ _ DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. GRAIDE EXIST STOOP EXISTING ONE STORY WD FRAME DWELLING T OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE EXISTING SOUTH ELEVATION PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO 4 BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR SCALIE: 1/8"-1'-0" PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DPAWN BY: DM VVlN ®OW .ALNE> lDC>C> FZ SO" EIDUL_E ( ANDERSON "400 SERIES" WINDOWS AND DOORS MANUFACTURE) UNIT UNIT UNIT SIZE SQ. FT. MAX. OPENING SQ. FT. SQ. FT. F- NUMBER DESCR. OPERABILITY CL.OPN WIDTH HEIGHT GLASS VENT 1",7777=7=77 wl C23 4'-0 1/7' X 3'-0 1/2" 4.0 18 5/16" 311/16" 8.5 7.9 W2 CX13 2'-8"'X 3'-0 1/2" 5.5 25 11/16" 311/16" 5.9 5.5 QT W3 C11V23 41-91" X 3'-0 1/2" 4.9 22 5/16" 311/16" 10.4 9.8 1 2 /' 3 1/2' 41/2' --- --- LOW DENSITY SPRAY FOAM APPLIED AFTER WINDOW NOTES: WINDOW INSTALLATION STRETCH-N-SEAL STRETCH-N-SEAL ALL WINDOWS MEET PART R303 OF THE 21020 RESIDENTIAL CODE OF WINDOW PAN FLASHING WINDOW PAN FLASHING WOOD STUD WINDOW NEW YORK STATE BUILDING FOR LIGHT ANID VENTILATION EMERGENCY EGRESS OPENING STRETCH-N-SEAL TEMPERED GLASS WINDOW PAN FLASHING ALL EGRESS WINDOW HAVE A MIN CLEAR IOPENING OF 5.7 SQ FEET. to DRYWALL MIN OPENING HEIGHT OF 24 INCHES.AND IMIN OPENING WIDTH OF 20 WINDOW CONTROL DEVICES REQUIRED FOR INCHES AND MEET PART R310 OF THE CODE WINDOW WINDOWS WITH SILL HEIGHT PLYWOOD SHEATHING LOCATED LESS THAN 24 INCHES ABOVE FINISHED 18 IllifflovP11 RD T2024 ALL WINDOWS AND DOORS TO BE SELECTED BY OWNER.G.C.TO VERIFY ALL ROUGH OPENING WITH DISTRIBUTOR.G.C.TO PROVIDE FLOOR AND GREATER THAN 72 INCHES ABOVE CARLE PLAGf NY 11514 SHOP DRAWINGS FOR ARCH APPROVAL PRIOR TO ORDERING FINISHED GRADE. CONTROL DEVICES TO BE COMPLIANT WITH ASTM F 2090,WHICH WIL NOT WINDOW SECTION A-A ALL WINDOWS IN BATHTUBS,SHOWERS,STAIRWELLS, DOORS AND REDUCE THE NET CLEAR OPENING AREA TO LESS THAN REQUIRED FOR EMERGENCY. kl:�SC�ALEVI 1�-.- WITH IN 18"OF FINISHED FLOOR TO BE TEMPERED AS PER CODE SECTION R308 TOP-SEALTAPE TOP-SEAL TAME OVER-FLANGE TAPE OVER-FLANGE TAPE ALL WINDOWS AND DOORS OTHER THAN IIMPACT GLAZED WINDOWS AND DOORS TO BE PROTECTED BY 1/2" PLYWOOD PANELS.SEE DRAWING AlB FOR SPEC PROJECT ALL WINDOWS AND DOORS TO BE ORDERED WITH SDL GRILLS(IF 3 4 i LOW DENSITY SPRAY I\RACIIE APPLICABLE) FOAM APPLIED AFTER WINDOW PAN RESIDENCE WINDOW INSTALLATION FLASHING BEYOND .00 B Ijj ,I II 111 A 4" STRETCH-N-SEAL WINDOW PAN FLASHING WINDOW PAN FLASHING 4520 PEQUA GUE SH AVE, B DATE: 06/2025 PROJECT N9 3525009 REVISION MqTf TOP-SEAL TAPE WINDOW 1 SUBMIT FOR BUILDING PERMIT 0612025 OVER-FLANGE TAPE 2 3 4 WINDOW DETAILS WINDOW SECTION 13-13 SCALE: /I 1'1 V_ol WALE 1/1 1-01 NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 1 4'-0 1/2" 7-8" 4'-911 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. CV cl, 3.NO WORK TO COMMENCE UNTIL A C? C? C? BUILDING PERMIT IS ISSUES. PLUMBING WET WALLS TO FALL 4.THESE PLANS COMPLY WITH THE 2020 BETWEEN NEW FLOOR JOISTS TO INTERNATIONAL ENERGY CONSERVATION ELIMINATE OVER CUTTING OF FLOOR JOISTS TO ACCOMMODATE CODE. -PLUMBING CONNECTIONS 00 00 t�TWOOD FLOOR JOISTS @ 16"O.C. DOUBLE WOOD FLOOR JOIST TYP PRE-ENGINEERED WOOD CONSTRUCTION SIGN LOCATION: IDENTIFICATION SIGN 04 ON! 04 SIGNS TO BE LOCATED FRAMING DETAIL TYP ON ELECTRICAL METER NOTE: DOOR PAN TO BE LEAD-COATED COPPER. PROVIDE 7-0-DIAMETER MOUNTED ON EXTERIOR AND INSTALL FOR ALL EXTERIOR DOOR OPENINGS. SCALE V1 11 OF DWELLING OR ON ti in EXTERIOR WALL COLOR TO BE ADJACENT TO METER. REFLECTIVE WHITE SIGN NOT TO OBSTRUCT INTERIOR SIDE ALL PARTITIONS THAT ARE to METER STALLED PARALLEL WITH FLOOR COLOR TO BE FINISHED FLOOR JOISTS TO RECEIVE(2)FLOOR REFLECTIVE RED JOISTS BELOW PARTITION TYPICAL PANTONE(PMS)#187 C23 CX13 CW23 SIGNS CAN BEPURCHASED ON CASEMENT CASEMENT CASEMENT J�WOOD FLOOR JOISTS @ 16"O.C. WWW.TRUSSID.ORG EXTERIOR SIDE DOUBLE WOOD FLOOR JOIST TYP 1/2' FRAMING DETAIL TYP PRE-ENGINEERED WOOD CONST ID SIGN TYPICAL DOOR PAN ",�SSC�AIE. J?c 00 041714 OF WINDOW/DOOR SCHEDULE & CON. DETAILS SCALE- DRAWIN BY: om C a tip. l 18 W!IT4)IIN ROAD t 2020 C0111'[W NY 11514 (531i-332-3021 11'`.;^AftC:ii KC1S9.jf}'.GO'! PROJECT KRACCE RESIDENCE 4520 PEQUASH AVE, CUTCHOGUE MY 11935 DATE: 06/2026 PROJECT NO. 3525009 REVISION DATE t SUBMIT fOR BUILDING PERMIT 06/2025 2 AS-BUILT CONDITIONS 06/2026 3 4 6 r NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF r +' THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES F A NOT REPORTED TO THE ARCHITECT ONCE 1. WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING 2• K '' 1" I ATTACHMENT,ROBE HOOKS,GRAB BARS, ,, ETC. mi E 9 I UT 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. tlj. 041714 �� qr£OF N PROJECT TITLE l9 t 2020 SOLE: AS NOTED T"JIvn of:'C+Uf ht�IfS rl DRAV:N Y: DM e GENERAL NOTES ON CODE COMPLIANCE SITEWORK NOTES WOOD AND CARPENTRY ` 20. PROVIDE TEMPORARY WEATHER PROTECTION,DURING INTERVAL BETWEEN DEMOLITION AND 5. JOINT TREATMENT SHALL BE TOOLED MORTAR JOINTS ALL CONSTRUCTION SHALL CONFORM TO 1. SITE PLAN INFORMATION,INCLUDING ANY TOPOGRAPHIC ELEVATIONS,WAS TAKEN FROM REMOVAL OF EXISTING CONSTRUCTION,ON EXTERIOR SURFACES AND NEW CONSTRUCTION 1. ALL FRAMING IS TO BE IN ACCORDANCE WITH � • THE 2020 NEW YORK STATE BUILDING CODES INCLUDING BUT NOT LIMITED TO SURVEY OF THE PROPERTY. SEE DRAWINGS FOR SURVEY DATE AND PREPARER INFORMATION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR 6. STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF 1 PART a. THE AMERICAN WOOD COUNCIUS WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND o RESIDENTIAL CODE AREAS. CEMENT,1 PART LIME PUTTY,AND 6 PARTS SAND.ALL STUCCO SHALL BE APPLIED TO CLEAN, TWO-FAMILY DWELLINGS AND THE o BUILDING CODE 2. PROTECT FROM CONSTRUCTION DAMAGE ALL EXISTING TREES,VEGETATION,LANDSCAPING, MOIST CONCRETE AND MASONRY SURFACES. b. 2020 NEW YORK STATE RESIDENTIAL CODE o EXISTING BUILDING CODE AND SITE IMPROVEMENTS NOT SCHEDULED FOR CLEARING. 21. ERECT AND MAINTAIN DUST PROOF hRTITIONS AND TEMPORARY ENCLOSURES TO LIMIT If THERE ARE ANY QUESTIONS,CONCERNS,OR ISSUES REGARDING THE INTENT,NOTES, o FIRE CODE DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUIMES AND NOISE. FRAMING DIAGRAMS,OR DRAWINGS,CONTACT ARCHITECT FOR CLARIFICATION PRIOR o PLUMBING CODE 3. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER TO CONSTRUCTION. o MECHANICAL CODE DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. 22. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING,BRIACING,OR STRUCTURAL o FUEL GAS CODE SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT,SETTLEMENT,OR COLLAPSE OF o ENERGY CONSERVATION CONSTRUCTION CODE 4. PROVIDE EROSION CONTROL DEVICES IF REQUIRED. BUILDING TO BE SELECTIVELY DEMOLISHED. 2. STRUCTURE IS DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY THE IN INTERNATIONAL RESIDENTIAL CODE.ANY INCREASE IN LOADS DUE TO CHANGE IN FUNCTION, o PROPERTY MAINTENANCE CODE CONSTRUCTION MATERIALS,ETC,SHALL HAVE WRITTEN APPROVAL FROM THE ARCHITECT OR • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 UNIFORM CODE 5. STRIP AND STOCKPILE ALL TOPSOIL IN AFFECTED AREAS FOR REUSE. 23. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. SUPPLEMENT SURFACES AND AREAS. • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 SUPPLEMENT TO THE NEW 6. FOOTINGS SHALL BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GP,SOIL 3. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF IB uwl:ra'r:ROAD x.�n7n YORK STATE ENERGY CONSEIRVATION CODE WITH A MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT MEETING THE 24, PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUSED TO ADJACENT FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. OTHER REFERENCE STANDARDS USED: REQUIREMENTS OF SEISMIC DESIGN CATEGORY B OR BETTER PER 2020 NYS RC.FOOTINGS CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS. • WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS MAY ALSO BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 8"MINIMUM LIFTS. REQUIRED TO ACCOMMODATE ALL LIVE,DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS ol�:a2c arFrmaq�n.cna, ALL CODES SHALL SUPERSEDE THE DRAWINGS AND SHALL BE INCORPORATED INTO THE 25. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO BETWEEN THESE ELEMENTS ARE MADE. CONSTRUCTION WHETHER THEY ARE INDICATED OR NOT. 7. DESIGN IS BASED ON SOIL BEARING CAPACITY OF 3000 PSF.IF NOT ACHIEVED DURING ADJOINING CONSTRUCTION TO REMAIN IN A MANNER THAT ELIWINATES EVIDENCE OF 4. CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING DIRECTIONS,SPACING,AND EXCAVATION,NOTIFY ARCHITECT PRIOR TO COMPLETING WORK.IN AREAS LIKELY TO HAVE PATCHING AND REFINISHING. SIZES.IN NO CASE SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24"ON CENTER GENERAL STRUCTURAL NOTES EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS,A SOILS SPACING. 2020 NYS RC SECTION R301 DESIGN(CRITERIA TEST BY AN APPROVED AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA: CHARACTERISTICS. FOUNDATION 5. PER 2020 NYS RC SECTION R317, THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SYSTEMS HAVE BEEN DESIGNED TO 8. BACKFILLING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH(OF 3000 POUNDS PER SQUARE a. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR PPIJECT RESIST LOADS AS SET FORTH IN TABLE R301.2(1): WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. INCH. FOUNDATION WALLS SHALL BE PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. KRACKE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL SILLS AND SLEEPERS ON SLAB TO BE PRESERVATIVE-TREATED IN ACCORDANCE WITH WND DESIGO'� WND SIESMIC SUflJFCTTODANAGFFROM TER 10ESHIELD �� AIR MEAN 9. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL.CONTACT ARCHITECT IF OTHER AWPA Ul UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE RESIDENCE CONDITIONS ARE PRESENT. SNOW (MPH TOED`CTSN�)WIND DEBRIS CADFbIGRYY WEATHERING LINE TEkMITE EESIGN iINCER�A1'A1ENT HAZARD INOEI%G TEMRL BARRIER. EOAD REGION 2DNt DEo„ TEMP RECURRED 10. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER FROM THE SITE MODERATE NO NO NO SEVERE ,, �S NO ,v00orlsu .2 AND ROOF.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROOF DRAINAGE AND FINAL 3. FOOTINGS ARE TO BE MINIMUM 36"BELOW GRADE U.O.N..SEE IDRAWINGS FOR FOOTING SIZE 20 tA5 130 g 6 NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. GRADING,INCLUDING PAVEMENT AND LAWN AREAS SO THAT WATER EITHER RUNS AWAY AND REINFORCING DETAILS.CONTRACTOR SHALL VERIFY DEPTH OF ALL EXISTING FOOTINGS HAVING CLEARANCES b. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY,AND ENDS,SHALL BE CONCRETE WALLS FROM STRUCTURES NATURALLY OR IS PIPED TO DAYLIGHT OR STORM DRAINAGE. DISTURBED BY CONSTRUCTION. 4520 PEQUASH AVE, DESIGN LOADS: PRESERVATIVE-TREATED LESS THAN IN ACCORDANCE WITH AWPA Ul.INCH ON TOPS,SIDES,A CUTCHOGUE NY 11935 R301.4 DEAD LOAD."THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE USED 11. CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM,OR MODIFICATION OF 4. PROVIDE 5/8"ANCHOR BOLTS EMBEDDED A MINIMUM OF 1"INI POURED CONCRETE OR A c. FASTENERS FOR PRESERVATIVE-TREATED WOOD ARE TO BE HOT-DIPPED,ZINC-COATED LATE: osi2o2s FOR DETERMINING DEAD LOAD WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EXISTING SYSTEMS. MINIMUM OF 15"IN MASONRY BLOCK.SPACING FOR ONE-STORY STRUCTURES SHALL BE 72" GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER,IN ACCORDANCE CATEPRO': T NO. 35/2026 EQUIPMENT." ON CENTER(O.C.).SPACING FOR TWO-STORY STRICTURES SHAl1L BE 36"O.C..PROVIDE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS,ORl/2"OR GREATER 09 R301.5 LIVE LOAD.DESIGN IS TO ACCOMMODATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 12. SEED OR SOD AREAS DISTURBED BY CONSTRUCTION.RESTORE LAWNS AS REQUIRED. ANCHOR BOLTS WITHIN 12"OF CORNERS AND BOARD ENDS.CC90RDINATE WITH FRAMING. STEEL BOLTS REVISION DATE . CALLED FOR IN TABLE R301.5 2020 NWS RC.ANY INCREASE IN LOADS DUE TO CHANGE IN 1 SUBMIT FOR BUILDING PERMIT 06/2025 FUNCTION,CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE 13. RE-GRADE DRIVE AND PARKING AREAS WITH 16"MIN.COMPACTED BED OF APPROVED BANK 5. KEY ALL FOUNDATION WALLS TO FOOTINGS, 6. PROVIDE TERMITE SHIELD AND CLOSED CELL FOAM SILL SEAL AT SILL PLATE.INSTALL 2 AS-BUILT CONDITIONS 06/2026 STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. RUN GRAVEL. ACCORDING TO MANUFACTURERS RECOMMENDATIONS.SILL PLATES SHALL HAVE FULL 4 TABLE R301.5,MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(IN POUNDS PER SQUARE FOOT) 6. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. BEARING ON THE FOUNDATION SYSTEM. 5 USE LIVE LOAD 14. CONSULT WITH OWNER FOR LANDSCAPING PLAN,PROPOSED PLANTING SELECTIONS,AND c UNINHABITABLE ATTICS WITHOUT SlTORAGE 10 PLANTING BED FINISHES. 7. PROTECT ANY DAMPPROOFING AND INSULATION DURING BACKIFILL OPERATIONS. 7. PROVIDE HOLD DOWNS AT BOTTOM CORNERS OF SHEAR WALLS AS INDICATED ON PLANS. UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 15. COMPLETELY CONTROL AND REMOVE ALL DEMOLITION DEBRIS,SCRAPS&DUST. 8. PER 2020 NYS RC SECTION R405:DRAINS SHALL BE PROVIDED)AROUND"CONCRETE OR PROVIDE CONTINUOUS LOAD PATH FROM HOLDDOWN TO FOUNDATION. HABITABLE ATTICS AND ATTICS SERVIED WITH FIXED 30 NOTES: MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HA4BITABLE OR USABLE SPACES STAIRS 8. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND IN 1.THE CONTRACTOR SHALL VERIFY ALL BALCONIES [EXTERIOR)AND DECKS 40 DEMOLITION LOCATED BELOW GRADE UNLESS ...THE FOUNDATION IS INSTAILLED ON WELL-DRAINED STRUCTURAL NOTES. EXISTING AND PROPOSED CONDITIONS ON FIRE ESCAPES 40 GROUND OR SAND-GRAVEL MIXTURE SOILS ACCORDING TO THEE UNIFIED SOIL THE CONSTRUCTION DOCUMENTS WITH 1. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS CLASSIFICATION SYSTEM,GROUP 1 SOILS,AS DETAILED IN TABLLE R405.1.` 9. PROVIDE ALL FLUSH FRAMED JOISTS,HEADERS,RAFTERS,AND RIDGE BEAMS WITH THOSE AT THE SITE.ANY DISCREPANCIES GUARDS AND HANDRAILS 200 TO BE SELECTIVELY DEMOLISHED. PREfAaRICATEO GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER. THE ARCHITECT PRIOR To MUST BE BROUGHT TO THE ATTENTION TTE COMMENCING CONSTRUCTION.GUARD IN-FILL COMPONENTS 50 9. 2020 NYS RC SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING: THE ARCHITECT PRIOR CONTRACTOR SHALL PASSENGER VEHICLE GARAGES 50 2. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, FOUNDATION WALLS SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE 10. PER R502.6(2020 NYS RC),"THE ENDS OF EACH JOIST BEAM OR GIRDER SHALL HAVE NOT BE RESPONSIBLE FOR DISCREPANCIES ROOMS OTHER THAN SLEEPING ROOMS 40 SALVAGED,OR TO REMAIN THE OWNER'S PROPERTY. FINISHED GRADE.MASONRY WALLS SHALL HAVE NOT LESS THAIN 3/8"PORTLAND CEMENT LESS THAN 1112 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON NOT REPORTED TO THE ARCHITECT ONCE SLEEPING ROOMS 30 PARGING APPLIED TO THE EXTERIOR OF THE WALL.THE PARGIN(G SHALL BE DAMPPROOFED IN MASONRY OR CONCRETE...THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT,OR A WORK HAS COMMENCED,EXCEPT FOR STAIRS 40 3. EXISTINGT TO REMAIN:PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND ACCORDANCE WITH ONE OF THE FOLLOWING: SILL PLATE OF 2-INCH-MINIMUM NOMINAL THICKNESS SHALL BE PROVIDED UNDER THE HIDDEN CONDITIONS WHERE APPLICABLE. SOILING DURING SELECTIVE DEMOLITION.WHEN PERMITTED BY THE ARCHITECT,ITEMS MAY 1. BITUMINOUS COATING NOTE:REFER'FO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. BE REMOVED TO A SUITABLE,PROTECTED STORAGE LOCATION DURING SELECTIVE 2. THREE POUNDS PER SQUARE YARD Of ACRYLIC NNODIFIED CEMENT JOIST,BEAM OR GIRDER.THE SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING 2.PROVIDE WOOD BLOCKING IN WALL AREA OF 48 SQUARE INCHES"."JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING FRAMING FOR ALL ACCESSORIES TABLE R301.7 ALLOWABLE DEFLECTION)OF STRUCTURAL MEMBERS DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. - 3. ONE-EIGHTH-INCH COAT OF SURFACE-BONDING(CEMENT COMPLYING WITH SUPPORT SHALL LAP NOT LESS THAN 3 INCHES AND SHALL BE NAILED TOGETHER WITH A INCLUDING BUT NOT LIMITED TO:TOWEL STRUCTURAL MEMBER ALLOWABLE DEFLECTION ASTM C 887. MINIMUM THREE 10D FACE NAILS.." BARS,TOILET PAPER HOLDERS,SHELVING RAFTERS HAVING SLOPES GREATER TFHAN 3:12 WITH L/180 4. REMOVE AND SALVAGE:ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN THE 10. ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL ARE TO)BE PRESSURE PRESERVATIVE ATTACHMENT,ROBE HOOKS,GRAB BARS, FINISHED CEILING NOT ATTACHED TO)RAFTERS OWNER'S PROPERTY.REMOVE,CLEAN,AND PACK OR CRATE ITEMS TO PROTECT AGAINST TREATED. 11. PER R502.7.1 (2020 NYS RC)PROVIDE BRIDGING FOR WOOD JOISTS EXCEEDING SIZE OF ETC. DAMAGE.IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED NOMINAL 2 INCHES X 12 INCHES(ROOF AND FLOOR)AT INTERVALS NOT EXCEEDING 8'-0". INTERIOR WALLS AND PARTITIONS H/180 STORAGE AREA. 11. CRAWL SPACES,OR ANY UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS BRIDGING SHALL BE CROSS BRACES OF NOMINAL 1X3 LUMBER OR SOLID 2X LUMBER. B IL ING PER COMMENCE UNTILA FLOORS L/360 AND THE EARTH UNDER ANY BUILDING(EXCEPT SPACE OCCUPIEED BY A BASEMENT)SHALL BE BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE BUILDING PERMIT IS ISSUES. CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER 1_/360 5. REMOVE AND REINSTALL:REMOVE ITEMS INDICATED;CLEAN,SERVICE,AND OTHERWISE VENTILATED AND PROVIDED WITH ACCESS IN ACCORDANCE W11TH 2O15 IRC R408.1 AND DRAWINGS.VERIFY TRUSS JOIST MANUFACTURER'S SPECIFICATIONS FOR SPECIFIC 4.THESE PLANS COMPLY WITH THE 2020 AND STUCCO PREPARE THEM FOR REUSE;STORE AND PROTECT AGAINST DAMAGE.REINSTALL ITEMS IN M1305.1.4. REQUIREMENTS. INTERNATIONAL ENERGY CONSERVATION CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GYPSUM L/240 LOCATIONS INDICATED. CODE. BOARD) 12. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ALL OTHER STRUCTURAL MEMBERS L/240 6. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,SALVAGED,REINSTALLED,OR CONCRETE FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 4'-01,ON EXTERIOR WALLS-WIND LOADS WITH PLASTER OR H/360 OTHERWISE INDICATED TO REMAIN THE OWNER'S PROPERTY,DEMOLISHED MATERIALS SHALL CENTER. STUCCO FINISH BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH 1. ALL CONCRETE SLABS,FOOTINGS,AND CAISSONS SHALL DEVELOP STRENGTH OF 3000 EXTERIOR WALLS-WIND LOADS WITH OTHER BRITTLE H/240 FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION. POUNDS PER SQUARE INCH IN 28 DAYS 13. PROVIDE ALL STUD BEARING WALLS WITH 2 CONTINUOUS TOP PLATES AND 1 CONTINUOUS FINISHES BOTTOM PLATE.TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 1. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER 2. ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FO(BMTRUE LINES,SQUARE LOAD BEARING WALLS. LINTELS SUPPORTING MASONRY VENIEER WALLS L/600 DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. CORNERS AND PLUMB WALLS. L=SPAN LENGTH,H=SPAN HEIGHT 14. PROVIDE A MINIMUM OF(3)STUDS AT EXTERIOR WALL CORNERS. NOTE:REFER TO NYS FOR ADIDITIONAL NOTES ON THIS TABLE. 8. DURING DEMOLITION NOTIFY ARCHITECT OF ANY CONDITIONS THAT DIFFER FROM THOSE 3. REINFORCING BARS SHALL CONFORM TO ASTM A625:MINIMUMMA YIELD STRESS 40 KSI ASSUMED ON THESE DOCUMENTS. 15. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL FLOOR MEMBERS IS TO COMPLY WITH THE BASIC STABILITY OF THE STRUCTLURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF 4. WWF SHALL BE 6X610/10 CONFORMING TO ASTM 185 LIMITATIONS OF 2020 NYS RC R502.8.FOR ENGINEERED WOOD PRODUCTS,FOLLOW FLOORS,WALLS AND ROOF ACTING TOIGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. 9• PROVIDE PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED,OF EXISTING CONDITIONS MANUFACTURER'S SPECIFICATIONS. REQUIRED TO ACCOMMODATE ALL LIVEE,DEAD,AND WIND LOADS UNTIL FINAL CONNECTIONS OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS 5. NO COLD JOINTS IN CONCRETE.ADEQUATELY VIBRATE TO PREVEENT AIR POCKETS AND BETWEEN THESE ELEMENTS ARE MADE.'. DAMAGE CAUSED BY SELECTIVE DEMOLITION OPERATIONS. HONEYCOMB EFFECT. 16. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC R602.6. 10. DISPOSAL:PROMPTLY DISPOSE OF DEMOLISHED MATERIALS.DO NOT ALLOW DEMOLISHED 6. DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF THE STUD LENGTH.NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED GENERAL NOTES TO CONTRACTOR MATERIALS TO ACCUMULATE ON-SITE. THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8"TO THE EDGE OF THE STUD. TENT OF 5 ° e CONTENT 25/o OF THE STUD DEPTH.BORED HOLES SHALL NOT EXCEED 40/o OF THE STUD DEPTH AND 1. IF THE ARCHITECT IS NOT EMPLOYED BY OWNER TO PROVIDE REGULAR CONSTRUCTION 1. CONCRETE IN CERTAIN LOCATIONS MUST BE AIR-ENTRAINED WIITH AN AIR 11. DO NOT BURN DEMOLISHED MATERIALS. AND MEET MINIMUM COMPRESSIVE STRENGTHS AS SPECIFIED!IN TABLE R CON MINIMUM PHASE SERVICE,INTERPRETATION OF THE CONTRACT DOCUMENTS SHALL BE BY THE OWNER. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION. IN THE ABSENCE OF THE ARCHITECT,ALL QUESTIONS SHALL BE DIRECTED TO THE OWNER. SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 12. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF TYPE OR LOCATION OF CONCRETE MINIMUM SPECIFIED COMPRESSIVE 17. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL ROOF MEMBERS SHALL COMPLY WITH 2. PRIOR TO SUBMITTING A PRICE PROPOSAL FOR THIS WORK,CONTRACTOR SHALL EXAMINE THEM. CONSTRUCTION STRENGTH"IN SEVERE WEATHERING ZONE THE LIMITATIONS OF 2020 NYS RC R802.1. THE CONTRACT DOCUMENTS AND BECOME ACQUAINTED WITH ALL GOVERNING CODES, BASEMENT WALLS,FOUNDATIONS AND OTHER 2,500 _ ORDINANCES AND CONDITIONS Of THE WORK.NO EXTRAS OR CHANGE ORDERS WILL BE 13. SWEEP THE BUILDING BROOM CLEAN ON COMPLETION OF SELECTIVE DEMOLITION OPERATION. CONCRETE NOT EXPOSED TO THE WEATHER 18. HEADERS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 602.7. g�U A RC ALLOWED DUE TO FAILURE TO UNIDERSTAND THE CONDITIONS INVOLVED. BASEMENT SLABS AND INTERIOR SLABS ON 2,500 l 14. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE GRADE,EXCEPT GARAGE FLOOR SLABS 19. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS. �� 3. PRIOR TO THE START OF CONSTRIUCTION,CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURAL,ELECTRICAL,OR MECHANICAL CONDITIONS. BASEMENT WALLS,FOUNDATION WALLS, 3,000 20. ALL UTILITIES',EXISTING CONDITIONS„AND EXISTING DIMENSIONS.CONTRACTOR SHALL NOTIFY 15. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS EXTERIOR WALLS AND OTHER VERTICAL STUDS,JOIST,AND RAFTERS SHALL HAVE FULL BEARING AT PLATES.BEARING SHALL NOT ARCHITECT OF ANY CONDITIONS IDIFFERING FROM THOSE INDICATED ON DRAWINGS. CONCRETE WORK EXPOSED TO THE WEATHER BE LESS THAN 31/2". y . BEFORE STARTING SELECTIVE DEMOLITION.COMPLY WITH HAULING AND DISPOSAL PORCHES,CARPORT SLABS AND STEPS 3,500 REGULATIONS OF AUTHORITIES HAVING JURISDICTION. S p41714 4. CONTRACTOR SHALL REPORT ANW DISCREPANCIES IN PLANS AND DETAILS TO THE OWNER OR EXPOSED TO THE WEATHER,AND GARAGE 21. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR -� ARCHITECT AT ONCE.DEMOLITION OR EXCAVATION MAY REVEAL CONDITIONS OTHER THAN 16. DRAIN PURGE OR OTHERWISE REMOVE COLLECT AND DISPOSE OF CHEMICALS GASSES FLOOR SLABS FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 4'-0"O.C. rL�`OF 1 THOSE ASSUMED ON THE CONSTRUCTION DOCUMENTS.IT IS THE RESPONSIBILITY OF THE EXPLOSIVES,ACIDS,FLAMMABLES,OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING a. STRENGTH AT 28 DAYS PSI CONTRACTOR TO NOTIFY THE ARCHITECT OR OWNER IMMEDIATELY IF THIS OCCURS.NO 22. FOR RENOVATIONS,EXPOSE EXISTING FRAMING(IF ANY)AND NOTIFY ARCHITECT PRIOR TO CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. CODE.WITH SELECTIVE DEMOLITION OPERATIONS.PERFORM NECESSARY ASBESTOS REMOVAL PER MASONRY INSTALLATION OF NEW FRAMING TO CLARIFY AND CONFIRM DESIGN INTENT AND CALL OUT GENERAL ANY EXISTING STRUCTURAL STRESS OR MOISTURE DAMAGE. 5. DO NOT SCALE DRAWINGS.WRIllrEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 17. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM 1. BRACE ALL WALLS UNTIL SECURELY TIED TO THE STRUCTURE. 23. ALL FRAMING LUMBER TO BE HEM FIR#2 OR BETTER,UNLESS NOTED OTHERWISE.NEW NOTES 6. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS.NOTIFY SELECTIVE DEMOLITION ACTIVITIES. 2. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNITS STUDS AND PLATES TO BE SPF STUD GRADE OR BETTER.JOISTS AND RAFTERS SHALL BE ARCHITECT OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. STRESS GRADED 18. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM 3. HORIZONTAL REINFORCING SHALL BE STANDARD DUR-O-WALL%VERTICAL REINFORCING 7. ALL INSTALLATIONS BY CONTRACTOR,UNLESS OTHERWISE NOTED(U.O.N.).CONTRACTOR AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. SHALL BE ASTM SPEC A-615 24. PROVIDE PRESSURE TREATED FRAMING LUMBER(ACQ)WHEN IN CONTACT WITH CONCRETE SHALL COORDINATE THE WORK OIF ALL TRADES. WALLS,SLABS,OR MASONRY. 19. UTILITY REQUIREMENTS:LOCATE,IDENTIFY,SHUT OFF,DISCONNECT,AND SEAL OR CAP OFF 4. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE WTIO BY VOLUME OF ONE PART INDICATED UTILITY SERVICES SERVING BUILDING TO BE SELECTIVELY DEMOLISHED AS 25. ALL FASTENERS,STRAPS,AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED SCALE; AS NOTED 8. NO CHANGES OR SUBSTITUTIONS MAY REMADE-UNLESS APPROVED BY THE ARCHITECT. REQUIRED. CEMENT,THREE PARTS SAND AND 2 PARTS PEA GRAVEL. GALVANIZED.VERIFY THAT GALVANIZATION AND COATINGS FOR FASTENERS,STRAPS,AND COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: 00 ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE AG [DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DESIGN U NTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF ANAL,STATE THAT TO THE BEST OF MESS MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT PLANS AND,BEOft SPECIFICATIONS ARE IN COMPLIANCE WITH MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY RECEIVED SECTION R1CIFICA IONS RE IN NYS COMPLIANCE ECC . PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN 1 11 WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY- DM HANGERS ARE SUITABLE FOR USE VNITH SURROUNDING MATERIALS.USE COMPATIBLE METALS SYSTEMS GENERAL SPRINKLER SYSTEM.R313.2.1 DESIGN AND INSTALLATION.AUTOMATIC RESIDENTIAL FIRE UNLESS"A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WHEN APPLICABLE. SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION WITH SECTION M1507." APPLIANCES,EQUIPMENT,AND BUILT-INS 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 NYS RC INTERNATIONAL CODES P2904 OR NFPA 13D." -26. PER 2020 NYS RC R602.3.2,END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET NOT LESS (INCLUDING THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE(IECC)) 4. THE FRESH AIR VENTILATION SYSTEM MUST INCLUDE A DAMPER AND FILTERS AS REQUIRED. 1. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO INSTALL EQUIPMENT SHOWN, 1 THAN 24 INCHES. AND ANY MORE STRINGENT ENERGY EFFICIENCY PROGRAMS OR REQUIREMENTS Of THE MOISTURE PROTECTION FILTERS MUST BE ACCESSIBLE FROM THE CONDITIONED SPACE. NOTED AND SPECIFIED IN THESE DOCUMENTS. [ AUTHORITY HAVING JURISDICTION. 27. PER 2020 NYS RC R602.3.3,JOISTS,TRUSSES,OR RAFTERS SPACED MORE THAN 16 INCHES 1. ALL FLASHING TO BE 24 GAUGE.METAL GALVANIZED OR PAINTIED ACCORDING TO SCHEDULE. 5. FRESH AIR INTAKES MUST BE INSTALLED AT LEAST 18"ABOVE FINISHED GRADE OR 12" 2. VERIFY THAT SELECTED APPLIANCES ARE"GREENSPE "AND/C OR ENERGY STAR RATED AND O.C.SHALL.BEAR WITHIN 5 INCHES;OF THE STUDS BENEATH UNLESS 2. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH 2O20 IECC.UNALTERED GRAVEL STOPS AND BEAM CAPS TO BE 22 GAUGE. ABOVE THE ROOF DECK.THEY MUST ALSO BE AT LEAST 10 FROM PLUMBING VENTS, SHALL COMPLY WITH TIER 2 REQUIREMENTS(MIN.)OF THE CONSORTIUM OF ENERGY PORTIONS OF THE EXISTING BUILDING ARE NOT REQUIRED TO COMPLY WITH THIS CODE. CHIMNEYS,COMBUSTION APPLIANCE VENTS,DRYER VENT TERMINATIONS,AND EXHAUST FAN EFFICIENCY(CEE). a. THE TOP PLATES ARE(2)2 INCH X 6 INCH OR(2)3 INCH X 4 INCH MEMBERS 2. ASPHALT SATURATED FELT OF 14 POUNDS PER 100 SQUARE FETT IS TO BE APPLIED PER 2020 TERMINATIONS. b. A THIRRD TOP PLATE IS INSTALLLED 3. ALL HVAC,ELECTRICAL&PLUMBING SYSTEMS SHALL MEET THE 2015 IRC CHAPTER 11 NYS RC R703.2:HORIZONTALLY WITH THE UPPER LAYER LAPPEED OVER THE LOWER A 3. PER NYS RC P2801.6,WATER HEATERS NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A c. SOLID BLOCKING EQUAL IN SIZE TO THE STUDS IS INSTALLED TO REINFORCE THE DOUBLE (ENERGY EFFICIENCY),INTERNATIONAL MECHANICAL CODE,AND THE INTERNATIONAL ENERGY MINIMUM OF 2 INCHES AND WHERE JOINTS OCCUR,FELT SHOULD BE LAPPED NOT LESS THAN 6. SOLID METAL,FLEXIBLE METAL,OR LINED,INSULATED FLEXIBLE DUCT MAY BE USED.ALL GALVANIZED STEEL PAN HAVING A MINIMUM THICKNESS OF 24-GAUGE AND 11/2"DEEP AND TOP PLATE. CONSERVATION CODE. 6 INCHES. VENTILATION DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED. PROVIDED WITH A DRAIN LINE. 4. ALL SYSTEMS ARE TO BE DESIGNED,SPECIFIED,AND INSTALLED BY THE CONTRACTOR. 3. FOUNDATION TO BE WATERPROOFED WITH THUROSEAL OR APPROVED EQUAL SEALANT. 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR 4. PROVIDE SHOP DRAWINGS FOR ALL CABINETS AND BUILT-IN FURNITURE.SPECIFY NO CONTRACTOR SHALL VERIFY DESIGN WITH OWNER AND ARCHITECT.PROVIDE ARCHITECT PROVIDE PROPER SEALANTS FOR EACH APPLICATION.IF SEALMNT TYPE IS NOT INDICATED OR ARCHITECT REVIEW.INDICATE,SIZE,FINISH,AND PROPOSED LOCATION. FORMALDEHYDE. SHEATHING AND UNDERLAYMENTS WITH MARKED UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT OBVIOUS,VERIFY TYPE WITH ARCHITECT PRIOR TO APPLICATION. 18 MIDTOWN ROAD T2020 8. DUCTS,PLENUMS,AND FITTINGS SHOULD BE CONSTRUCTED OF GALVANIZED METAL,DUCT 5. INDOOR RECYCLE BINS:PROVIDE/VERIFY ROLLOUTS OR REVOLVING BINS TO SEPARATE IaQIt PIACLNY11514 1. PROVIDE A.PA-RATED COX ROOF SHEATHING,EXTERIOR WAIL SHEATHING,AND FLOOR RUNS. BOARD,OR FLEXIBLE DUCT.BUILDING CAVITIES MAY NOT BE USED AS A DUCT OR PLENUM TRAYS INTO A MINIMUM OF TWO SEPARATE CONTAINERS BUILT INTO KITCHEN CABINETRY. Is 1 -a:13n;1 SHEATHINGa.SHEATHING AT EXTERIOR SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS HVAC WITHOUT A SEALED DUCT BOARD OR METAL LINER. "'`" SECTION R703. REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. 6. OUTDOOR RECYCLE BINS:PROVIDE CONTAINMENT AREA FOR (4)-30GAL TRASH CONTAINERS 1. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OIF THE 2020 NYS RC AND 2020 9. ACCA MANUAL DUCT DESIGN OR EQUIVALENT REQUIRED IN A DESIGNATED ENCLOSED AREA PROTECTED FROM TAMPERING BY ANIMALS. 2. NAIL SHEATHING TO FRAMING ACCORDING TO THE FASTENING SCHEDULE ON THE DRAWINGS. 6. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE IMC.PROPER SELECTION,SIZING,INSTALLATION AND MAINTENIANCE OF RESIDENTIAL HVAC DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL,AIR SYSTEMS ARE MAJOR FACTORS IN OPTIMIZING ENERGY SAVINGS. ELECTRICAL 3. ALL ROOF AND WALL PLYWOOD PAINELS SHALL BE EXTERIOR GRADE,WITH EXTERIOR GLUE, CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR UPGRADED)STAMPED METALS SHALL MEET THE REQUIREMENTS FIOR THE LATEST EDITION OF THE U.S.PRODUCTS BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR JURISDICTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATIONI OF EXISTING HVAC AS 1. LAYOUT AND MARK ALL ELECTRICAL DEVICES(LIGHT FIXTURES,SWITCHES,RECEPTACLES, STANDARDS PS-1,AND SHALL BE(IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEWT SYSTEM.VERIFY DESIGN WITH ETC.)BEFORE SETTING ANY ELECTRICAL BOXES OR RUNNING OF ANY WIRING. GENERAL 1. SHOP DRAWINGS REQUIRED FOR ALL STRUCTURAL STEEL,RAILINGS AND STAIRS THE AMERICAN PLYWOOD ASSOCIATION(APA). 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR OWNER AND ARCHITECT.PROVIDE ARCHITECT WITH MARKED(UP DRAWING SHOWING CONTRACTOR TO SCHEDULE WALK THROUGH AND REVIEW WITH OWNER,FOR OWNER'S PPOJICT 4. PLYWOOD SHEATHING TO RUN CONTINUOUS 12"MINIMUM PAST TOP AND BOTTOM PLATES ARCHITECT REVIEW.INDICATE SIZE,FINISH,AND PROPOSED LOCATION. LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT RUNS. APPROVAL,BEFORE PROCEEDING.WALK THROUGH TO INCLUDE LOCATING SPECIAL WIRING 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A50,EXCEPT FOR PIPE COLUMNS,WHICH GRACE OF ALL EXTERIOR WALLS.IF PLYWOOD STOPS AT PLATE,THEN PROVIDE SIMPSON LSTA18 B. PROTECT DUCT OPENINGS DURING CONSTRUCTION UNTIL PROJECT COMPLETION.PREVENT 3. HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR LAND WATER SYSTEMS. INCLUDING,PHONE JACKS,DATA-CAT6,TV HOOK-UPS,AND STEREO AND ALARM WIRING. SHALL CONFORM TO ASTM A53. RESIDENCE STRAPS AT 48"O.C.AND AT CORNERS,NAILED TO STUDS WITH 100 NAILS IN HOLES DUST AND CONSTRUCTION DEBRIS FROM ACCUMULATING IN DUCTS DURING CONSTRUCTION. CONTRACTOR TO BALANCE SYSTEM UPON COMPLETION OF PR(OIECT AND PROVIDE 2. PROVIDE ALL POWER AND LIGHTING CIRCUITS AS REQUIRED BY CODE AND PROVIDE AN 3. METAL DECKING SHALL BE 20 GAUGE U.O.N. PROVIDED.CENTER STRAPS ON PL)YWOOO JOINT.USE LSTA30 STRAP IF PLYWOOD DOES NOT BALANCING REPORTS TO ARCHITECT. ACCURATE LABELED PANEL BOX(ES)AT COMPLETION OF PROJECT. OVERLAP E30TH THE TOP AND BOTTTOM PLATES OF THE SAME LEVEL. THERMAL ENVELOPE 4. HANDRAIL SUPPLIED BY GENERAL CONTRACTOR AND VERIFIED IN FIELD. 4. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUIILDER AND POSTED ON A WALL 3. CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL WORK.CONTRACTOR TO SUPPLY 5. SUBFLOOR ING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS:BREAK 1. COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE IN THE SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE;SHALL COMPLY WITH IRC TEMPORARY DROP POLE FOR CONSTRUCTION,IF NECESSARY. 5. STEEL STAIR TO BE FIELD VERIFIED PRIOR TO FABRICATION. 4520 PEQUASH AVE, JOINTS IN ADJACENT COURSES.LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH WITH THE CRITERIA LISTED IN TABLE N1102.4.1.1.SEE WALL SCHEDULE FOR INSULATION N1101.14. CUTCHOGUE NY 11935 OR SLIGHTLY BELOW SURFACE.UNIDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY VALUES AND TYPES.WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL 4. G.F.I.CIRCUITS TO BE USED IN BATHROOMS AND KITCHEN AND OTHER LOCATIONS REQUIRED DATE: 06i2026 INSTALLED. INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 5. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIIDED FOR EACH SEPARATE BY GOVERNING CODES OR AS INDICATED ON ELECTRICAL PLAN. INTERIOR FINISHES PPC:ECT N . 3525009 HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. 6. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE 2. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN THERMOSTATS SHOULD BE CAPABLE OF AUTOMATICALLY ADIUISTING THE SPACE 5. PROVIDE LINE VOLTAGE SMOKE DETECTORS AS REQUIRED BY CODE. 1. INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R702. REVISIC� DATE END JOINTS OVER SUPPORTS.STAGGER JOINTS.PROVIDE METAL H CLIP AT JOINTS AT SIDES ACCORDANCE WITH TABLE N1102.4.1.1..APPLY A FRESH BEAD OF CAULK TO THE TOP AND TEMPERATURE SET POINT OF THE LARGEST ZONE. SEE WALL SCHEDULE OR DRAWINGS FOR GYPSUM TYPES. 1 SUBMIT FOR BUILDING PERMIT OG/2025 OF PANELS WHEN SPACING OF SUPPORTS IS 24"O.C.AND ROOF SHEATHING IS LESS THAN BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALLBOARD. 6. TYPICAL SWITCH LOCATION T-O"FROM OPENING WHEREVER POSSIBLE,TYPICAL SWITCH 2 AS-BUILT CONDITIONS 0612026 5/8"THICK. 6. EACH THERMOSTAT SHOULD BE AT 60"A.F.F.TO CENTER. HEIGHTS AT 48"TO CENTER UNLESS NOTED OTHERWISE.COLOR:SELECTED BY ARCHITECT. 2. HIGH-IMPACT GYPSUM BOARD SHALL BE MANUFACTURED BY NATIONAL GYPSUM. a 3. TESTING:BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN TYPE:LEVITON DESIGNER SERIES.VERIFY AREAS TO BE DIMMED. HIGH-IMPACT XP MOLD-RESISTANT GYPSUM BOARD SHALL BE NATIONAL XP GYPSUM BOAIRD 7. UNDERLAYMENT FOR FLOORING: OR EQUAL TO 3 ACH50 IN CZ 4A,5,6A.TESTING SHALL BE CONDUCTED BY AN APPROVED 7. PERFORMANCE REQUIREMENTS OR GEORGIA PACIFIC DENS ARMOR PLUS PAPERLESS WALLBOARD. s a. ALL FLOORING TO BE COVEREID WITH CARPET SHALL HAVE(1)LAYER Of 3/4" THIRD PARTY. 7. TYPICAL DUPLEX POWER OUTLETS HEIGHTS AT 12"A.F.F.TO CENTER UNLESS OTHERWISE ` UNDERLAYMENT BOARD OR DITHER APPROVED EQUAL,OVER SUBFLOOR. a. HEATING MODE:SYSTEM MUST BE CAPABLE OF MAINTARNING 720F WHEN OUTSIDE AIR NOTED ON THE DRAWINGS. 3. FIRE RESISTANT GYPSUM BOARD SHALL BE 5/8"TYPE XP. SHEATHING THICKNESS 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL IS-5°F.(NOTE MINIMUM PER 2015 IRC R303.10:TO MAIINTAIN 68OF AT 36"ABOVE NOTES: SHEATHING WITH FRAMING SUPPORT MINIMUM SHEATHING PANEL THICKNESS EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. FLOOR AND 24"FROM EXTERIOR WALL) 8. THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT 60"TO CENTER. 4. SCREW ATTACH ALL GYPSUM BOARD WITH SCREWS APPROVED FOR THE APPLICATION. 1.THE CONTRACTOR SHALL VERIFY ALL FOR OF b. COOLING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 75'WHEN OUTSIDE AIR EXISTING AND PROPOSED CONDITIONS ON SUBFLOOR 16"O.C. 5/8" 5. FIBERGLASS BATT INSULATION SHALL BE MANUFACTURED BY OWENS CORNING,JOHNS IS 1000E 9. TELEPHONE-PROVIDE 4 PAIR WIRING TO EACH JACK LOCATION,HOME RUN TO PHONE PANEL. 5. USE LOW-VOC JOINT COMPOUND:MURCO,M-100 JOINT COMPOUND,OR APPROVED EQUAL.. THE CONSTRUCTION DOCUMENTS WITH 24"O.C. 3/4" MANVILLE OR APPROVED EQUAL.THERMAL AND ACOUSTICAL INSULATION IS TO BE (LOCATION TO BE DETERMINED WITH OWNER)FOR CONNECTION TO TELEPHONE COMPANY THOSE ATTHE SITE.ANY DISCREPANCIES ROOF 16"O.C. 1/2" FORMALDEHYDE FREE. B. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUWS. SERVICE. 6. CERAMIC TILE AS SELECTED BY THE ARCHITECT. MUST BE BROUGHTTO THE ATTENTION of THE ARCHITECT PRIOR TO COMMENCING 24"O.C. 5/8" CONSTRUCTION.THE CONTRACTOR SHALL WALL 24" 5/8" 6. RIGID INSULATION SHALL BE RATED FOR GROUND CONTACT. 9. EQUIPMENT SIZING:PER ACCA MANUAL S,BASED ON LOADS CIALCULATED PER ACCA MANUAL 10. THE ELECTRICAL DRAWINGS SHOW SPECIAL SWITCHING,POWER AND LIGHTING ONLY. 7. TILE BACKING SHALL BE DENS SHIELD.DO NOT USE"GREENBOARD"FOR TILE.USE LOW-VOIC BE RESPONSIBLE FOR DISCREPANCIES J AS PROVIDED BY A THIRD PARTY HERS RATER. MINIMUM ELECTRICAL PROVISIONS REQUIRED BY CODE AND REGULATION SHALL BE BY THE b. FLOORS TO BE COVERED WITH OAK FLOORING,GRANITE(STONE?)OR CERAMIC TILE TILE ADHESIVE MANUFACTURED BY AMF,"SAFECOAT-3 IN 1",BOSTIK FINLOLEY 0-5 NOT REPORTED TO THE ARCHITECT ONCE SHALL HAVE 1 LAYER OF 23/3I2 SUBFLOORING. 7. SPRAY FOAM INSULATION(ICYNENE)INSTALLED BY AN ICYNENE INC.CERTIFIED CONTRACTOR.VERIFY LOCATION OF SWITCHES AND RECEPTACLES WITH OWNER PRIOR TO PREMIUM OR 0-40 DURAFLEX THIN SET. WORK HAS COMMENCED,EXCEPT FOR CONTRACTOR/INSTALLER.CONFORM TO ALL MANUFACTURER'S SPECIFICATIONS FOR 10. DUCT INSULATION:SUPPLY AND RETURN DUCTS IN UNCONDITHONED ATTICS OR OUTSIDE INSTALLATION.TELEPHONE,DATA,AND CABLE TV OUTLETS SHALL BE ADJUSTED AS DIRECTED HIDDEN CONDITIONS WHERE APPLICABLE. 8. GYPSUM WALL COVERING SHALL ME INSTALLED PER 2015 IRC R702 AND SHALL INSTALLATION OF SPRAY FOAM PRODUCTS. SHALL BE INSULATED TO A MINIMUM OF R-8 @ DUCTS 3"OR GGREATER IN DIAMETER,AND R-6 BY OWNER,BUT MUST COMPLY WITH ALL CODES. 8. WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES.SEE NOTES AND FINISH @ DUCTS LESS THAN 3"IN DIAMETER. SCHEDULE. 2,PROVIDE WOOD BLOCKING IN WALL a. BE INSTALLED OVER 2"NOMINAL WOOD FRAMING OR 1X2 FURRING STRIPS @ 24 COMBUSTION SAFETY AND FIRE RESISTANCE 11. DECORATIVE LIGHTING FIXTURE SELECTIONS(NOT SHOWN ON LIGHTING SCHEDULE)SHALL BE FRAMING FOR ALL ACCESSORIES INCHES O.G.MAXIMUM. INCLUDING BUT NOT LIMITED T0:TOWEL b. BE PREVENTED FROM IXPOSUIRE TO WEATHER 11. DUCT SEALING:DUCTS,AIR HANDLERS AND FILTER BOXES SHRILL BE SEALED. BY OWNER. INSTALLATION SHALL BE BY CONTRACTOR.SEE ELECTRICAL DRAWINGS. 9. CARPET BACKING/CUSHION SHALL BE NATURAL FIBER OF 100%RECYCLED FIBER CONTENT BARS,TOILET PAPER HOLDERS,SHELVING c. BE ATTACHED TO WOOD FRAWE WITH TYPE S OR W SCREWS PENETRATING WOOD 5/8" 1. ANY GAS APPLIANCE,OTHER THAN OVENS,LOCATED INSIDE THE CONDITIONED SPACE MUST MANUFACTURED BY RELIANCE,LEGGET&PLATT OR SHAW CONTRACT GROUP.SEE NOTES AND ATTACHMENT,ROBE HOOKS,GRAB BARS, MINIMUM,12"O.C.MINIMUM FOR CEILING AND 16"O.C.MINIMUM FOR WALLS.NAILING BE DIRECT VENT OR POWER VENTED. 12. All DUCT JOINTS,SEAMS,AND CONNECTIONS MUST BE SECUMELY FASTENED WITH WELDS, 12. LIGHTING:A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE FINISH SCHEDULE. ETC. TO FRAME TO BE 7"O.C.AT CEILING AND 8"O.C.AT WALLS. GASKETS,MASTICS(ADHESIVES),MASTIC-PLUS-EMBEDDED-FA81C,OR TAPES.DUCT TAPE IS HIGH-EFFICACY LAMPS. 2. IN ACCORDANCE WITH2O20 NYS RC SECTION R314,INTERCONNECTED SMOKE ALARMS SHALL NOT PERMITTED.EXCEPTION:CONTINUOUSLY WELDED AND LO(CI(ING-TYPE LONGITUDINAL 10. USE ONLY ZERO OR LOW-VOC FLOORING ADHESIVES BY CHICAGO ADHESIVE PRODUCT 3. IL ING PER COMMENCE UNTIL A BE INSTALLED IN EACH DWELLING UNIT: JOINTS AND SEAMS ON DUCTS OPERATING AT LESS THAN 2 IN. W.G.(500 PA).DUCTS SHALL 13. PER 2020 NYS RC R303,"HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF COMPANY,JOHNSONIE,OR SINAN CO 360 ALL-PURPOSE ADHESIVE. BUILDING PERMIT IS ISSUES. a. IN EACH SLEEPING ROOM BE SUPPORTED EVERY 10 FEET OR IN ACCORDANCE WITH THE I MANUFACTURER'S NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS.."EXCEPT"...THE GLAZED 4.THESE PLANS COMPLY WITH THE 2020 28. b. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE INSTRUCTIONS.COOLING DUCTS WITH EXTERIOR INSULATION MMUST BE COVERED WITH A AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 IS SATISFIED AND ARTIFICIAL 11. INTERIOR PAINT SHALL BE LOW-VOC LATEX BY AMF,SHERWIN WILLIAMS,BENJAMIN MOORE, INTERNATIONAL ENERGY CONSERVATION BEDROOMS. VAPOR RETARDER. LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 CURON OR APPROVED EQUAL. CODE. c. ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS AND FOOTCANDLES(65 LUX)OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE HABITABLE ATTICS. 13. ALL JOINTS-IN THE AIR DISTRIBUTION SYSTEM SHALL BE SEALEED WITH DUCT MASTIC AND THE FLOOR LEVEL. 12. SELECTION OF PAINT COLORS SHALL BE BY OWNER/ARCHITECT.ALLOW FOR UP TO 4 d. NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OF A BATHROOM THAT FIBERGLASS MESH OR AN ADVANCED ENERGY-APPROVED EQUIVVALENT. DIFFERENT COLORS IN THE PROJECT BEFORE UPCHARGES APPLY. CONTAINS A BATHTUB OR SHOWER. PLUMBING 14. TOTAL DUCT LEAKAGE MEASURED IN CUBIC FEET PER MINUTE AT 25 PA SHALL BE LESS THAN 13. INTERIOR WOOD STAIN SHALL BE LOW-VOC TUNG OIL OR STAIN MANUFACTURED BY AMF, 3. IN ACCORDANCE WITH 2O20 NYS RC SECTION R315,ONE HARD-WIRED CARBON MONOXIDE 3%OF THE CONDITIONED FLOOR AREA.(I.E.IF THE HOUSE HAS31000 FEET20F CONDITIONED 1. PROVIDE AND INSTALL ALL PLUMBING FIXTURES AND FITTINGS SHOWN ON THE PLUMBING OSMO,WATER-BASE URETHANE,NATURAL VEGETABLE OR NUT OILS OR BEESWAX. (CO)DETECTOR SHALL BE INSTALLED PER 1000 FEET20F LIVING SPACE(MINIMUM ONE PER SPACE,THERE SHALL BE NO MORE THAN 30 CFM OF DUCT LEANKAGE WHEN TESTED).TESTED SCHEDULE. FLOOR)IN ALL HOUSES WITH ANY COMBUSTION APPLIANCE OR ATTACHED GARAGE.THE AIRFLOW MUST BE WITHIN+/-10%OF THE DESIGNED AIRFLOW. 14. VANITY TOPS,ETC.TO BE SELECTED BY OWNER AND/OR INTERIOR DESIGNER. REQUIRED CO DETECTOR SHALL BE INSTALLED IN THE IMMEDIATE VICINITY OF BEDROOM(S) 2. HOT AND COLD WATER SUPPLY TO BE COPPER PIPING.INSULATE ALL COLD AND CIRCULATING ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOM(S). 15. DUCT TESTING:DUCTS SHALL BE PRESSURE TESTED TO DETERWINE AIR LEAKAGE BY AN DOMESTIC HOT WATER SUPPLY PIPING WITH FOAM TYPE JACKET INSULATION. EXTERIOR MATERIALS AND FINISHES APPROVED THIRD PARTY. 4. IN ACCORDANCE WITH 2O20 NYS RC SECTION R315,WHERE ALTERATIONS,REPAIRS,OR 3. PEX PIPING IS AN ACCEPTABLE ALTERNATE 1. EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R103.. ADDITIONS REQUIRING A PERMIT OCCUR,OR WHERE ONE OR MORE SLEEPING ROOMS ARE 16. MECHANICAL SYSTEM INSULATION:PIPING CARRYING FLUIDS 105°F OR<55°F DEGREES ADDED OR CREATED IN EXISTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE SHALL BE INSULATED WITH R-3 MINIMUM. 4. WASTE LINES IN WALLS BETWEEN FLOORS,AND WITHIN CEILING AND FLOOR FRAMING SHALL 2. FOR INSTALLATION OF EXTERIOR PLASTER(STUCCO),CORROSION RESISTANT LATH IS TO BE EQUIPPED WITH CARBON MONOXIDE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. BE CAST IRON OTHER WASTE LINES MAY BE CAST IRON OR PVC.ALWAYS CONSIDER AND ATTACHED WITH 11-GAUGE,11/2 INCH LONG,7/16 INCH HEAD NAILS OR 7/8 INCH LONG, 17. HEAT PUMPS AND AIR CONDITIONERS,IF USED,MUST BE SIZED)ACCORDING TO ACCA CONTROL WASTE PIPING NOISE. 16-GAUGE STAPLES AT 6 INCHES O.C.MAXIMUM.THREE COATS OF PLASTER ARE TO BE 5. FIREBLOCK USING 3M OR SIMILAR FIRE BARRIERS AT ALL CONCEALED DRAFT OPENINGS MANUAL 1 AND BE INSTALLED WITHIN A HALF TON OF THAT SIZEE. APPLIED OVER LATH OR 2 COATS OVER MASONRY WALL. SEE 2015 IRC TABLE R702.1(1)AND (VERTICAL AND HORIZONTAL)BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE.ANY 5. VENT PIPING MAY BE PVC PAINT EXTERIOR ROOF VENT STACKS FLAT BLACK USE NEOPRENE (3)FOR THICKNESS AND MIX REQUIREMENTS. WOODBATTS OR BLANKETS TO BE SECURELY RETAINED IN PLACE TO CONFORM WITH 2O15 18. HEAT PUMPS AND AIR CONDITIONERS MUST HAVE A SEER RATIIING OF AT LEAST 14 AND A FLASHING COLLARS. IRC R302.11. HEATING SEASON PERFORMANCE FACTOR OF AT LEAST 8.2. 3. EXTERIOR VINYL SIDING IS TO HAVE A MINIMUM THICKNESS OF 0.035 INCHES AND IS TO BE 6. ALL SOLDER CONNECTIONS TO BE MADE WITH LEAD FREE SOLDER. PROVIDE AFFIDAVIT FROM INSTALLED WITH LAP JOINTS AND 0.120 INCH X 11/2 INCH LONG NAILS OR 13/4 INCH LONG 6. PER 2020 NYS RC R302.12,IN COMBUSTIBLE CONSTRUCTION,DRAFTSTOPS OF GYPSUM 19. HEATING EQUIPMENT SHALL BE GAS OR OIL FIRED HIGH-EFFICIIENCY APPROVED BY THE PLUMBER CERTIFYING LEAD FREE SOLDER HAS BEEN USED IN ACCORDANCE WITH ALL LOCAL STAPLES EACH STUD. BOARD OR 3/8"WOOD STRUCTURAL PANELS SHALL BE INSTALLED PARALLEL TO THE FLOOR ARCHITECT. REGULATIONS. FRAMING MEMBERS IN THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY WHERE THE 4. MASONRY VENEERS -E.0 CEILING IS SUSPENDED UNDER THE FLOOR FRAMING OR FLOOR FRAMING IS CONSTRUCTED 20. DOMESTIC HOT WATER STORAGE,IF APPLICABLE,SHALL BE INLDEPENDENT STORAGE FOR HOT A. PROVIDE ALL REQUIRED ANGLE STOPS,ESCUTCHEON PLATES,RISERS,ETC.TO COMPLETE �R PC, OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. THE AREA OF THE CONCEALED SPACE - WATER HEATED BY THE MAIN BOILER.I.E.SUPER-STOR,OR APPROVED EQUAL. INSTALLATION OF PLUMBING FIXTURES AND FITTINGS. CONTRACTOR TO COORDINATE WITH a. BRICK AND STONE HAVING AN INSTALLED WEIGHT OF LESS THAN 40 POUNDS � `p�,1,H0 A�q SHALL NOT EXCEED 1,00 SQUARE FEET. OWNER/ARCHITECT FOR FINISHES AND INSTALLATION. SEE SCHEDULE FOR FIXTURE TYPE PER SQUARE FOOT SHALL BE PERMITTED TO BE SUPPORTED ON WOOD 21. ALL ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. AND LOCATION. 7. PER 2020 NYS RC R302.13,PROVIDE FLOOR ASSEMBLIES WITH GYPSUM WALLBOARD AT 5. EXTERIOR PAINT SHALL BE MANUFACTURED BY AMF SAFECOAT,BEST PAINT INC-DURACRYIL, UNDERSIDE. 22. REMOVE ANY EXISTING EQUIPMENT RESPONSIBLY. 7. PLUMBER TO VERIFY SIZES AND CAPACITIES OF ALL PIPING FOR INTENDED USE. COHALAN CO.KEIM SILICATE PAINT. 8. OPENINGS THROUGH WALLS SEPARATING THE DWELLING FROM THE GARAGE SHALL VENTILATION 8. PROVIDE ALL REQUIRED TRAPS,CLEANOUTS,AND VENTS FOR INTENDED USE. VERIFY 6. EXTERIOR STAINS BY AMF SAFECOAT,ECO DESIGN/BOISHIELD PAINT CO.,FUHR-ZVOC 041714 A4T�.4F. CONFORM TO 2015 IRC R302.5.REQUIRED DOORS SHALL BE SOLID WOOD DOORS NOT LESS LOCATIONS AND CLEARANCES WITH CONTRACTOR TO INSURE COORDINATION OF EFFORTS WATERBASE,OR NATURESTAIN CO. THAN 13/8 INCHES IN THICKNESS,SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS 1. EACH BATHROOM MUST HAVE AN EXHAUST FAN THAT EXHAUSTTS A MINIMUM OF 50 CUBIC WITH OTHER TRADES. THAN 13/8 INCHES THICK,OR BE 20-MINUTE FIRE-RATED DOORS,EQUIPPED WITH A FEET PER MINUTE[CFM)DIRECTLY TO THE OUTSIDE. THIS IS THEE MEASURED FLOW AS 7. EXTERIOR CLEAR FINISHES SHALL BE MANUFACTURED BY UNITED GILSONITE LABS-ZAR SELF-CLOSING DEVICE. INSTALLED,NOT THE RATED FLOW. 9. AND FITTINGS. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD WATER SUPPLIES AT ALL FIXTURES EXTERIOR POLYURETHANE,TIMBER UV WOOD FINISH. GENERAL 9. GARAGES SHAH BE SEPARATED FROM HABITABLE SPACES IN ACCORDANCE WITH 2O15 IRC 2. THERE MUST BE A MECHANICAL FRESH AIR VENTILATION SYSTEEM THAT BRINGS THE NOTES R302.6.AT SEPARATING WALL,PROVIDE 5/8-INCH TYPE X GYPSUM BOARD ON GARAGE SIDE FOLLOWING AMOUNT OF FRESH AIR INTO THE HOME WHEN INSTALLED: (7.5 CFM)(NUMBER OF 10. PROVIDE LABELS FOR ALL PLUMBING VALVES EXCEPT UNDER-COUNTER SHUT OFF VALVES, AND TYPE X GYPSUM BOARD ON HABITABLE SIDE.AT GARAGE CEILING,PROVIDE 5/8" BEDROOMS+1)+(.01 CFM)(SQUARE FEET OF CONDITIONED SPAACE) HOSE BIBS AND OTHER OBVIOUS EXPOSED VALVES.EX,"MAIN WATER SUPPLY SHUT OFF." TYPE X GYPSUM BOARD. 3. PER 2015 IRC 11303.1 HABITABLE ROOMS,"NATURAL VENTILAMON SHALL BE THROUGH 11. PROVIDE DRAIN DOWN VALVES FOR ALL OUTDOOR PLUMBING. 10. PER 2020 NYS RC R313.2,"AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE WINDOWS,SKYLIGHTS,DOORS,LOUVERS OR OTHER APPROVETD OPENINGS TO THE OUTDOOR INSTALLED IN ONE-AND TWO-FAMILY DWELLINGS.EXCEPTION:AN AUTOMATIC RESIDENTIAL AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCES3S OR SHALL OTHERWISE BE 12. PROVIDE AND COORDINATE WITH OWNER,THE LOCATION OF EXTERIOR HOSE BIBS(MIN OF 2) FIRE SPRINKLER SYSTEM SHALL NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO READILY CONTROLLABLE BY THE BUILDING OCCUPANTS.THE ODPENABLE AREA TO THE WHETHER SHOWN ON DRAWINGS OR NOT. EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL OUTDOORS SHALL NOT BE LESS THAN 4 PERCENT OF THE FLOOIR AREA BEING VENTILATED..." SCALE: AS NOTED COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF TE THE ORIGINAL AND UNPUBLISHEDNO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED ARCH TEICT,AND THE SAME OR ANY PART THE EOFORK MAYONOT BE PROPERTY OFTHEONAL THE ARCHITECT.THESE DOCUMENTS ARE NOT TO AD 02 SERVICE,ARE AND SHALL REMAIN THE [DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY- DM SECOND FLOOR WOOD STUDS016"O.C. ,I a., " l% t4"nR T Pig'ure 3.S0b Midge Board and Ceiling Joist Detail » • e+ ""` (naita rdr Ridge Board tilt,ril sttlpi�x) ;.i Figere s.la Studs Headeis 01mvii!WOOpening* j j' %'j I j,; / / ,' �/,; t7fCC% s e • • HBt Ti (collar�114i1M)• ► 14 a vo.et.rcr ,-Co C C -N ems. / Shy trl i"r t -[=K�_y-q.�.�""^ Rafter _ ---- (Located In upper third of ��%/j/!j/j/��''i!;�%////,%/j/1 -t^-�-r-+I-iw-7'-•r ; prA�ic:1s <.t '•`-� a"",�,r) attic space)�ste „6,1 EGRESS GENERAL SAFETY AND FALL PREVENTION » • ^ ;,%:; Y/" %� '/�' �: �/ j "/' ii Q -t' s•.ue near«-t' I ! 1. R305 MINIMUM CEILING HEIGHTS PER!2020 NYS RC /% ' �; %/ 1' �/,I , a. T-O"IN ALL HABITABLE ROOMS b. 6'-8"IN BASEMENT tr�^T�iri ......_._.._.._. ..__.._.�..�......_._._.__wa_.-..._....... _._._.....__._...._ ___......n_ _..._. _. 'I!3 31N Pi•b l;. !;'-4"IN BASEMENT UNDER BEAK S,OIRDTRS,DUCTS OR OTHER GBSTRUCTIONS c //l ' �, r calling Joist 4X8 CDX PLYWOOD TO BE CENTERED OVE GROUND FLOOR WOOD RIM BOARD TYPICAL STUDS @ 16"O.C. ;! parallel to 2. R 308 GLAZING IN HAZARDOUS LOCATIONS AS DETERMINED BY 2015 IRC R308.4 SHALL ratters I COMPLY WITH THE REQUIREMENTS OF2020 NYS RCR308.3. TYP. PLYWOOD SHEATHING i �� ..i�.,.,r ., ��•-'# °: f'-. Figure 3.2a Sill Plate Anchorage to Concrete Foundation Wall 3. R31DAT1EASi'ONE EMERGENCY ESCAPE AN>I-R1=SCUEOPENINGISRPQUiREDP�201B ARC SECTION 31O IN BASEMENTS,HABIITAELIE ATTICS,.AND ALL S1EEF'1HG ROOMS, I'll 914 01 �.r43rdaiv'aY+ ��"'.<�� �„/°'� .^•tf AM'P/R'CJ"f OPENING AREA SHALL COMPLY VNITH MINIMUM REQUIREMENTS OF 2020 NYS RC -, �a,," Figure 3.8b Corner Stud Hold-down DetaH .� ; r ',��rt� I "4 Studs R310.2.1: �✓ �a= 13 t£suG;°:t:Noao r�U2a y . »aaea*p=v Will Stud was Stud G1RLt Pli<G:NY 115'4 L TIIEY SHALL HAVE A NET CLEAR OPENING.OF NOT LESS THAN 51 SQUARE FEET, '%` !; I/ w:�'r::t:::�tr�a $Ottaf�rl.t� Ir�tt�„Plvto icml-33z-2021 net or Boh D'!;s,dftt:Hil'FC'L$1.1.(.Gt7tE EXCEPT FOR OPENINGS AT`GRADE FLOOR OR BELOW GRADE,WHICH SHALL HAVE I •"I ssl`""� art>4r Belt ;(See s.2.1„r) ?see 3.2.L7&3.2.2.3) A NET CLEAR OPENING OF I NOT LESS THAN 5 SQUARE FEET. - _ # t}Ot Jt1i1Y F oar Drat SIMPSON STRONG-TIE IL THE NET CLEAR HEIGHT OPENING SHALL RENOTLESS THAN 24INCHES CS-16 COILED STRAP I , .^osa•gc _ ni E(16)SD NAILS?il. THE NET GIEAR WIDTH SHJAI I BE IJOT LESS THAN 20 INCHES. i . , _1 .: Comer stud b. MAXIMUM SILL HEIGHT.44"A.F.IF.(2020 NYS RC R31022) Ii I Hold-down : ; connected to sift F44tr slit rlAto WINDOW WELLS ALLOWING AN EMERGENCY ESCAPE AND RESCUE OPENING BELOW _ transfer shear r at1 all . _._ j e Steel strap Eteci Strap Nppped under still pieta GRADE SHAH (2020 NYS RC R3310.2.3) a ; » . s-ssd cortmson tsca sa.at) �,er a :) 1. HAVE A HORIZONTAL AREM OF NOTIESS THAN 9 SQUARE FEET. a+i,ti9 at s ore' i. ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. I �.- ' PROJECT ill. IF MORE THAN 44INCHES IN VERTICAL DEPTH,BE EQUIPPED WITH A r PERMANENTLY AFFIXED 10DER OR STEPS USABLE WITH THE WINDOW IN THE TYPICAL SHEAR WALL � KRACKE FULLY OPEN POSITION WI1iH DIMENSIONS PER R310.23.1. FRAMED OPENING STRAPPING ^ ^mmmmN-T.s• 2 _ __.__ _____--_..__ ...__..___.____.____ ___ ____ RESIDENCE IV. BI:DESIGNED FOR PROPER?DRAINAGE BY CONNECTING TO THE BUILDING'S Figure 3.�4a Joists Framing on a Solid Sawn Girder FOUNDATION DRAINAGE TYSTEM OR BY AN APPROVED ALTERNATIVE METHOD, Figure 3.4d Joist Framing on a Stud Wall Figure 3.4e Joist Framing on a 4. R311 MEANS OF EGRESS !f. 311.3 LANDINGS ARE REQUIRED OUTSIDE OF EACH EXTERIOR DOOR,AND ARE TO HAVE Foundation Sill Plate A WIDTH NOT LESS THAN THATUF THE DOOR SERVED AND A MINIMUM DIMENSION OF 4520 PEQUASH AVE, 36 INCHES IN THE DIMENSION OIFTRAVEL AND A SLOPE NOT EXCEEDING 1/4 VERTICAL �' : rl��l°� UNITS PER 12 HORIZONTAL UNITS(1/4"PER FOOT). 14" CS-16 COIL STRAP CUTCHOGUE NY 11935 b. 311.6 HALLWAYS SHALL NOT BE LESS THAN 3 FEET WIDE. __ DATE: 06/2026 D. 3113"STAIRWAYS SHALL BE NOIT LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL stud stud � `�,-- ��� PRDI:CT NO. 3525009 $atton, stittor»Plato POINTS ABOVE THE PERMITTED HIANDRAIC HEIGHT AND BELOW THE REQUIRED Plate REVISION DATE HEADROOM HEIGHT..HANDRAILS►SHALL NOT PROJECT MORE THAN 41/2 INCHES ON WD FLR JOIST SuUfiooring f SUBMIT FOR BUILDING PERMIT 06/2025 EITHER SIDE OF THE STAIRWAY A%NO THE CLEAR WIDTH OF THE STAIRWAY AT AND I SIMPSON STRONG-TIE Subfiooring sand Joist t t Joist 2 AS-BUILT CONDITIONS 06/2026 ACE4 @ ALL PORCH POSTS BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL BE NOT 10.16D NAILS �` i �, 3 ALLOWABLE LOAD 1,785# % r LESS THAN 31 /2 INCHES WHERIE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 1/2" Band 1 INCHES'�WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES" �2e Joist '` • �_ plate Joist d. 311.7.2 THE HEADROOM IN STAIIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES CONC A! _ FOUND r � 1 _ MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD.NOSING OR OR Jolt - { Girder ^ fI FROM THE FLOOR SURFACE OFTIHE LANDING OR PLATFORM ON THAT PORTION OF THE GRADE J� • =- - �' I ;, ! _ NOTES: STAIRWAY. SIMPSON STRONG-TIE Double 1.THE CONTRACTOR SHALL VERIFY ALL e. R11. ° CS16 COIL STRAP @ 16"O.C. ! Plate stud 7:3 A FLIGHT OF STAIRS SHIALL NOT HAVE A VERTICAL RISE 1ARG A THAN 147 WRAP AROUND SILL r' EXISTING AND PROPOSED CONDITIONS ON b BOLTSLC8@ALLPORCG-TIE Generated by REScheck-Web Software THE CONSTRUCTION DOCUMENTS WITH INCHES BETWEEN FLOORIEVELSiDRLANDINGS. 3"X3"BPATALLRBOLT AT ALLOWABLE ALL PORCH POSTS Figure 3,4C Jois'tsFraming on a Steel Beam THOSE AT THE SITE.ANY DISCREPANCIES $ 5/8"X 12-ANCHOR BOLTS AT 36"O.C. ALLOWABLE LOAD 6,270# L 3117.5 RISERS SHALL BE NOT MIORE THAN 7/4 INCHES,AND TREADS SHALL BE NOT WFCM TABLE 3.2A 2001&12"OFF CORNERS SIMPSON STRONG-TIE ■ ■ MUST BE BROUGHT TO THE ATTENTION OF LESS THAN 10 INCHES.NOSINGSI SHALL PROJECT NOT LESS THAN 3/4 INCH AND NOT ALLOWABLE TENSION LOAD 1235# 5/8'AAX 12"ANCHOR INTO CONCRETE Compliance C e rt i f i c a fie I MORE'THAN 1'l4 INCHES ON STAIIRWAYS WITH SOLID RISERS,MAXIMUM 3/$"TREAD (2)3/4" x 3"BOLTS INTO POST THE ARCHITECT PRIOR TO COMMENCING ALLOWABLE LOAD 3,705# AND RISER VARIANCE`WITHIN STIAIR RUN,MINIMUM TREAD WIDTH 6"AT WINDERS. t3ridgingw BE RESPONSIBLE FOR CONTRACTOR SHALL R. R311.7.15"THERE SHALL BE A FLtOOR OR LANDING AT THE TOP AND BOTTOM OF EACH _ BE RESPONSIBLE FOR DISCREPANCIES SIMPSON SPH4 NOT REPORTED TO THE ARCHITECT ONCE STAIRWAY.THE WIDTH PERPENDIICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT UPLIFT 3 NAILS O STUD Project Kracke Residence r WORK HAS COMMENCED,EXCEPT FOR LESS THAN THE WIDTH OF THE FILIGHT SERVED...WHERE THE STAIRWAY HAS A I --- HIDDEN CONDITIONS WHERE APPLICABLE. STRAIGHTRUN,THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 �BP TIE TO PROVIDE CONTINUOUS SUPPORT FROM STUD TO TOP OF Energy Code: 2021 1 ECC 2.PROVIDE WOOD BLOCKI NG IN WALL PLATE TO RAFTER. INCHES. Location: Cutchogue, New York 4 FRAMING FOR ALL ACCESSORIES li. R311.7.1l.HANDRAILS WITH A HEIGHT Of 34"-38"ABOVE NDSING SHALL BE-PROVIDED T S�Pe Construction Type: Single-familytt � � DN NOT LESS THAN ONE SIDE OT`EACH CONTINUOUS RUN OT TREADS OR FLIGHT WITH I °°N° Project Type: Alteration Joist �Y INCLUDING BUT NOT LIMITED TO:TOWEL B"MIN I BARS,TOILET PAPER HOLDERS,SHELVING FOUR Olt MORE RISERS. _ Project SubType: None - - - i ATTACHMENT,ROBE HOOKS,GRAB BARS, �/ U CONIC N I R311.8'RAMPS ARE TO BE IN WCORDANCE WITH R311.8 AND ARE TO HAVE Climate zone: 4 (5572 HDD) i ETC. 1. A MAXIMUM SLOPE OF ONIE UNIT VERTICAL IN 8 UNITS HORIZONTAL GRADE FOUND Permit Date: li. A HANDRAIL 34.38 INCHES IN HEIGHT WHEN SLOPE EXCEEDS ONE UNIT SIMPSON STRONG-TIE Permit Number: 3.NO WORK TO COMMENCE UNTIL A VI RTICALIN 12 UNITS HOERIZONTAL. SPH4016"o.C. All Electric false �- `M r BUILDING PERMIT IS ISSUES. SIMPSON H4 SIMPSON H2.5 5. R312 GUARDS AND WINDOW FALL PROTECTION 3"X 3"BP AT ALL ANCHOR BOLTS 5-8D NAILS TO STUD 5.8D NAILS TO RAFTER Is Renewable false ' Steel Beats I +r 5/8"X 12"ANCHOR BOLTS AT 36"O.C. 5-8D NAILS TO PLATE 5.8D NAILS TO PLATE Has Charger false 4.THESE PLANS COMPLY WITH THE 2020 a. R312.1 PORCHES,BALCONIES,AND STAIR LANDINGS LOCATED GREATER THAN 30 WFCM TABLE 3.2A 2001&12'OFF CORNERS UPLIFT 360# UPLIFT 415# 9 INTERNATIONAL ENERGY CONSERVATION Has Battery: false ABOVE ADJACENT FLOOR OR GRADE ARE TO BE INSTALLED WITH GUARDS tJOT'LESS SIMPSON STRONG-TIE Has Heat Pump: false CODE. THAN 3G INCHES IN HEIGHT ABOVE THE WALKING SURFACE.GUARDS SHALL NOT HAVE H4&H2.5 @ 16"O.C.AND 12"FROM ENDS OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4"IN DIAMETER. (USE WHEN STUDS AND RAFTERS DONTALIGN) b. "R312.2 WINDOW FALL PROTECTION.WINDOW FALL PROTECTION'SHALL BE PROVIDED Figure s.if s? moot Openings-GalSte Dormer IN ACCORDANCE WITH SECTIONS R312,2.1 AND R312.2.2. Construction Site: Owner/Agent: DesigmcrlContractor: -` Ridge Board 1. R3122.1 WINDOW SILLS.IIN DWELLING UNITS,WHERE THE TOP OF THE SILL OF 4520 PEQUASH AVE ROSEMARY KRACKE DAVID)MARTINS AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE CUTCHOGUE,NY 11935 4520 PEQUASH AV ARCHI-ITECTS MAD CUTCHOGUE,NY 11935 18 MICDTOWN RD FINISHED FLOOR AND GRUMER THAN 72 INCHES ABOVE THE FINISHED GRADE OR SIMPSON STRONG-TIE Dou ttr HH @ALL HEADERS i 516-633-4285 CABLE=PLACE,NY 11514 � Trlrnlrtter Rafter OTHER SURFACE BELOW DIN THE EXTERIOR OF THE BUILDING,THE OPERABLE - rosemarykracke@gmail.com 631-3--32-3021 WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: SPANS GREATER THAN 6 FEET dm@airchtiectsmad.com 4-INCH-DIAMETER SPHEREETO PASSTHROUGHTTHE OPENING WHERE THE Rafter a r 1: OPERABLE WINDOWS WITTH OPENINGS THAT WILL NOT ALLOW A - � SIMPSON H2A OPENING 1S IN ITS LARGEST OPENED POSITION. 5-IOD NAILS TO RAFTER 5_1OD NAILS TO STUD 2. OPERABLE WINDOWS THATF ARE PROVIDED WITH WINDOW FALL PREVENTION UPLIFT 450# DEVICES THAT COMPLY W11TH ASTM F 2090. H2A@SIMPSON STRONG-TIE H2A�16"O.C.AND 12"FROM ENDS 3. OPERABLE WINDOWS THATi ARE PROVIDED WITH WINDOW OPENING CONTROL (USE WHEN STUDS Slab-on-grade tradeoffs are no longer considered in the UA or performance Compliance path irn REScheck. Each slab-on-grade DEVICES THAT COMPLY WIDTH SECTION R312.2.2. SIMPSON STRONG-TIE AND RAFTERS ALIGN) assembly in the specified climate zone must meet the minimum energy code insulation R-valLue and depth requirements. r HCP4 @ ALL HIP CORNERS II. 11312.22 WINDOW OPENINIG CONTROL DEVICES.WINDOW OPENING CONTROL B-IOD NAILS TO RAFTERB-IOD DEVICES SHALL COMPLY WITH ASTM F 2090.THE WINDOW OPENING CONTROL UPLIFT NAILS TO PLATE UPLIFr3,367# .envelope Assemblies DEVICE,AFTER OPERATIONI TO RELEASE THE CONTROL DEVICE ALLOWING THE SINGLE POUR •, WINDOW TO FULLY OPEN,;SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF ENDWALL RIM JOIST NAI ED , r .• THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. CORNER STUD INSTALLATION PORTIONA it HOEDOWN CONNECTED TO _ _. 1; TRANSFER SHEAR 131/2^ Ceiling: Fiat Ceiling or Scissor Truss 0 0 --- - --- --- --- - Double-, Exemption: Framing cavity not exposed. P2d6D COMMON ONE#4 NBed�r NAILS @ 6"O.C. • REBAR IN Wall:Wood Frame, 16"o.c. _ ___ _ ___ ___ __ SHEAR CONE Exemption: Framing cavity not exposed. --j'-' ,t OR '�. 1/2"MIN. Floor:All-Wood Joist/Truss V�kt) ARC R Exemption:Framing cavity not exposed. - -- -" CORNER P 9 Y P � �1H0 SIMPSON STRONG-TIE HPAHD Window:Wood Frame Figure3.t6a Flo or opening-Std'irwa)i' �.� �� M�� SHGC:0.29 35 0.280 0.300 10 11 CORNER HOLDOWNS-USE"SIMPSON"HDU8-SDS2.5 �IF1to StappinE (20)SDS 1/4-x 2.5"WOOD SCREWS Door:Solid Door(under 50%glazing) 17 0.280 0.300 5 5 , (1)5/8"DIA X 12"STEEL ANCHOR ALLOWABLE LOAD 6,970# r ,Joist ?!, tittln>Ler DRILL AND SET 5/8"DIAMETER ANCHORS 81/2"MIN INTO CONCRETE.HOLE TO BE E ne r C red its ���• '-' 11/16"DIAMETER.FILL HOLE HALFWAY WITH"SET EPDXY-TIE"BY'SIMPSON'IF �� , ' ; Double Plots p41714 TEMPERATURE IS BETWEEN 40 AND 100 DEGREES. FILL HOLE WITH AT-ACRYLIC TIE"IF TEMPERATURE IS BETWEEN G-40 DEGREES.REFER TO MANUFACTURES OF INSTRUCTIONS FOR MIXING AND CLEANING HOLES.SEE GROUND FLOOR PLAN FOR ,,,,r D+euhle Stull (- LOCATIONS s' tail Joist r'" it GENERAL NOTES, NOTE 1: Compliance Statement: The proposed building design described here is consistent with the building I plans,specifications,and other J®tat TYPICAL FOUNDATION ANCHORS BOLTS TO BE 5/8" calculations submitted with the permit application.The proposed building has been designed to meeet the 2021 IECC requirements in L DIAMETER X 12"DEEP 12"OFF CORNERS AND SET @ 36" REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the RESScheck Inspection Checklist. Double STRAPPING O.C.AS PER.(WFCM TABLE 3.2A 2001) Ttirrnnet ",Tit",Tit _e stud DETAILS & le Signature Date NOTE 2: i Srabnooein� ! REFERENCE STANDARD USED IN DESIGN OF STRUCTURE (�u (WFCM 2001)SEE ELEVATIONS FOR LINE OF STRAPPING Project Notes: 'J RESCN ECI DETAILS AS PRESCRIBED ABOVE Renovate existing kitchen r' Tall NOTE 3: Ao1at SCALE: AS NOTED ALL STEEL CONNECTORS AND NAILS ATTACHED TO A.C.Q. LUMBER TO BE HOT DIPPED GALVANIZED,Z MAX Double Trimmer TREATED,OR STAINLESS STEEL TYPICALLY TYP. STRAPPING DETAILS RESCHECK COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: 3 4 ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO U NTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT PLANS AND,BE SPECIFICATIONS ARE IN COMPLIANCE WITH MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY RECEIVED SECTION R105.ICA SPECIFICATIONS RE IN NYS COMPLIANCE ECCC PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY- DM RAFTER TIES @ 16"O.C. COVER W/ROOF SHINGLE CONTINUOUS RIDGE VENT COBRA RIDGE CAP MODEL'CS20' RIDGE VENT OR EQUAL INSTALL AS ^ram GYPSUM BOARD MIN(14)10-D NAILS 12" PER MANUF'S INSTRUCTIONS ROOF RAFTERS 5/8" RAFTER CONNECTOR LTWGT ARCHITECTURAL O SHINGLES SHINGLES OVER @ 16"O.C. HORIZONTAL SIDING =�1 RIDGE O O 12" MODEL'CS20' 16"O.C. #15 ROOFING FELT OVER ) 1/2"THK(CDX.)PLYWOOD o DBL.TOP PLATE O — ) FELT OR HOUSEWRAP o MIN(14)10-D NAILS ALL JOINTS TO BE '—'—"`"""" O O 1"MIN.AIR SPACE TAPED&SEALED ) O I'( 71r5/8"CDX PLYWOOD ) SHEATHING �, ill ,/ Ii 13 MIDTOWN ROM) :e2[t2?i '111, TJI INSULATION — (631)-3121Ti RIDGE BOARD OR BEAM `\ OR —) �M�pRG'ItlfECrgEgAt%{7P.': �� DIMENSIONAL ROOF RAFTERS(SEE (SEE PLANS) _ i�� 16" ROOF RAFTER PLANS FOR SIZE& — LUMBER CENTERS ✓- SPACING) 2"x 6"STUDS @ 16"O.C. - WHERE STUDS DO NOT ALIGN W/RAFTERS INSTALL ICE AND WATER SHIELD AT EAVES,VALLEYS,INTERSECTIONS OF ROOF AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 PROJECT RAFTER-TO-RAFTEER CONNECTION TYP.@ EACH RAFTER CS20 2 TYP. RIDGE VENT DETAIL RAFTER TIE DETAILS 1TYP.@ EACH RAFTER TYPICAL FLOOR JOISTS SPACING AND METAL c TYPICAL EXTERIOR WALL CONSTRUCTION KRACKE MODEL'CS20' BY SIMPSON STRONG TIES MODEL'LTS' BY SIMPSSON STRONG TIES CROSS BRACING 1 G RESIDENCE TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAIILING SCHEDULE 1"x3"VINYL COATED WD.CASINING USE EVERY OTHER NAIL HOLE ° NUMBER NUMBER (TO BE REPLACED OR REPAIRED w�H00 IN A ROW TO PROVIDE THE ° JOINT DESCRIPTION OF COMMON OF BOX NAIL SPACING AFTER EACH INSTALLATION) 9""�'UN/T s 4520 PEQUASH AVE, 12" TYp x S ROOF RAFTERS CODE-REQUIRED MINIMUM ° END CUTCHOGUE NY 11935 NAILS NAILS CENTER-TO-CENTER �. LENGTH ROOF FRAMING DATE: 06/2026 SPACING FOR NAILS ° 1"x2"WOOD SPACER RAFTER CONNECTOR MIN(14)10-D NAILS EA. (o" / PROTECT hT. 3525009 MIN(14)10-D NAILS RAFTER TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER RAFTER PREDRILLED FASTENING HOLES @ 9"O.C. REVISION GATE ° DBL.TOP PLATE CEILING JOIST TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 340D PER JOIST / + I SUBMIT FOR BUILDING PERMIT 0612025 WALL STUD 36"-42" II = 2 AS BUILT CONDITIONS 0622026 CUT CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP 3 o BASE PLATE �� - LENGTH / 4 CLEAR CEILING JOIST TO LAPS OVER PARTITIONS(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP w 5 SPAN 1/2"COX PLYWOOD z 6 GALV;MEATL STRAP �' COLLAR TIE TO RAFTER(FACE-NAILED)(TABLE 3.6A) 3-8D 3-10D S PER TIE TRUCTURAL STORM a o @ 16 O.C. II BLOCKING TO RAFTER(TOE=NAILED) 2-8D 2-10D EACH END o 0 MODEL'CS20' Z NOTES: RIM BOARD TO RAFTER(END-NAILED) 2-16D 3-16D EACH END 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON RIM JOIST WALL FRAMING / THE CONSTRUCTION DOCUMENTS WITH • �- 12" . PREDRILLED FASTENING THOSE AT THE SITE.ANY DISCREPANCIES o DBL TOP PLATE END TOP PLATE TO TOP PLATE(FACED NAILED) 2-16D 2-16D PER FOOT HOLES @ 9"O.C. MUST BE BROUGHT TO THE ATTENTION OF °• LENGTH THE ARCHITECT PRIOR TO COMMENCING ' TOP PLATES AT I NTERSECTIONS(FACE-NAI LED) 446D 5-16D JOINTS EACH SIDE ° PROVIDE MINIMUM 1" CONSTRUCTION.THE CONTRACTOR SHALL °. END DISTANCE STUD TO STUD(FACE NAILED) 2-16D 2-16D 24"O.C. / WOOD CASING BE RESPONSIBLE FOR DISCREPANCIES •° HEADER TO HEADER(FACE-NAILED) 16D 16D 16"O.C.ALONG EDGES NOT REPORTED TO THE ARCHITECT ONCE EQUAL NUMBER OF WORK HAS COMMENCED,EXCEPT FOR SPECIFIED NAILS TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16D 2-40D PER STUD HIDDEN CONDITIONS WHERE APPLICABLE. IN EACH END BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16D 2-40D PER FOOT ENDJOIST,OR BLOCKING(FACE-NAILED) 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES STUD TO PLATE TO RIM JOIST TO TOP PLATE TO STUD WHERE OPENING PROTECTION WITH THE USE OF PLYWOOD PANELS IS ALLOWED INCLUDING BUT NOT LIMITED TO:TOWEL 6 \ RAFTER TIE DETAILS TYP.@EACH RAFTER 7 CONNECTION @ 16"O.C. FLOOR FRAMING 11 TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS BY 2020 IRC R301.2A2, INSTALLATION IS TO BE IN ACCORDANCE WITH BARS,TOILET PAPER HOLDERS,SHELVING JR3012.1.2 AND THESE DRAWINGS. ATTACHMENT,ROBE HOOKS,GRAB BARS, MODEL'MTS30' BY SIMPSON STRONG TIES MODEL'BP' BY SIMPSON STRONG TIES JOIST TO SILL,TOP PLATE OF GIRDER(TOE-NAILED) 4-8D 4-10D PER JOIST IN COMPLIANCE WITH IRC 2020 140 MPH DESIGN WIND SPEED DC BRIDGING TO JOIST(TOE-NAILED) 2-8D 2-10D EACH END 3.NO WORK TO COMMENCE UNTIL A "SIMPSON"HDQ8 2-16d COMMON BLOCKING TO JOIST OE-NAILED 2-8D 240D EACH END BUILDING PERMIT IS ISSUES. "SIMPSON"PHD6 NAILS @ 6"D.C. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-16D EACH BLOCK FASTENING SCHEDULE B ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING(IN 4.THESE PLANS COMPLY WITH THE 2020 FOR FULL LENGTH PLATES LEDGER STRIP TO BEAM(FACE-NAILED) 3-16D 446D EACH JOIST ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) INTERNATIONAL ENERGY CONSERVATION OF STUD JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-81) 3-10D PER JOIST CODE. BAND JOIST TO JOIST(END-NAILED) 346D 4-16D PER JOIST A NOTATION A B C D E F ROUGH OPNS BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) 2-16D 3-16D PER FOOT BLOCKING @ ENDINALL ROOF SHEATHING 21-0" 2 (1)2"x4" 1 1 1 1 4'-0" 4 (1)2"x4" 2 2 2 2 STRUCTURAL PANELS 8-D 10D 6"EDGE/12"FIELD D 6'-0" 6 (2)2"x4"or(1)211x6" 3 3 3 3 DIAGONAL BOARD SHEATHING B E 0 8'- " 8 " " 1"X6"OR 1"X8" 2-8D 2-10D PER SUPPORT C (2)2 x4 or(1)2 x6 3 3 3 3 1"X10"OR WIDER 3-813 3-10D PER SUPPORT 10'-0" 10 (2)2"x6" 4 4 4 4 12" CEILING SHEATHING 12'-0" 12 (2)2"x6" 5 4 5 4 ' HEADER GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/10" FIELD F A-NUMBER OF 8d NAILS @ EA.END OF STRAPPINGS(TABLE 3.7,P.157)&(TABLE 6A P.316) "SIMPSON"HDQ8 WALL SHEATHING B-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS)(TABLE 3.23B, P.193) "SIMPSON"PHD6 G NUMBER OF FULL HEIGHT KING STUDS @ EA.SIDE OF HEADER(TABLE 3.23C,P.193) STRUCTURAL PANELS 8D 10D 6" EDGE/12"FIELD D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER 1.SHEATHING AS iPART OF SHEARWALL SEGMENT(SW.S), @ EA.SIDE(TABLE 3.7,P.157)&(TABLE 6A P.316) NOTE: MIN(14)10-D NAILS FIBERBOARD PANELS E-NUMBER OF JACK STUDS @ EA.END OF HEADERS(TABLE 3.22E P.191)ASSUME DBL.HDR. WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINUOUS 7/16" 6D - 3"EDGE/6"FIELD FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT F-NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) JOINTS.8d COMMON NAILS @ 6"o.c.EDGE&FIELD 25/32" 8D - 3" EDGE/6"FIELD 2.HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF JACK STUD @ EA.SIDE(DOES NOT APPLY TO DOORS)(TABLE 3.8, P.157)&(TABLE 6A PAGE 316) STRUCTURE UNLESS OTHERWISE NOTED. KING STUD GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10"FIELD 3.SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) NAILING&STRAPPING @ EXTERIOR WINDOW/DOOR HEADER &DETAIL(HOLDOWIN&CONN). HARDBOARD 8D 8D 6" EDGE 12"FIELD 12 L PARTICLEBOARD PANELS 8D 8D (SEE MANUF.) �U"a� GALV.METAL TIE-DOWN AT CORNER OF STRUCTURE / DIAGONAL BOARD SHEATHING �, y GALV.METAL TIE DOWN W IN 32"OF �• C 8 1 CORNER OF STRUCTURE 1.H0 1 9 111X6"OR 1"X8" 2-8D 3-1013 PER SUPPORT MODEL'HDQ8/IPHD6' BY SIMPSON STRONG TIES MODEL'HTT22'BY SIMPSON STRONG TIES 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER ALLOWABLE DEFLECTION FLOOR SHEATHING EXTERIOR BALCONIES 60 psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH L/180 4 STRUCTURAL PANELS DECKS 40 psf 10 psf NO FINISHED CEILING ATTACHED TO RAFTERS ,., fjgr 041714 �O RR905....5 FASTENERS.FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 1"OR LESS 8D 10D 6"EDGE/12"FIELD PASSENGER VEHICLE GARAGES 50 psf as per plan INTERIOR WALLS AND PARTITIONS H/180 £OF GAGE[0.105 INCH(2.67 mm)]:SHANK WITH A MINIMUM 3/8-INCH(9.5 mm)DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING GREATER THAN 1" 10D 16D 6"EDGE/6"FIELD MATERIALS AND A MINIMUM OIF 3/4 INCH(19.1 mm)INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH(19.1 mm)THICK,THE DIAGONAL BOARD SHEATHING ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf FLOORS AND PLASTERED CEILINGS L/360 FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY WITH ASTM F 1667. RR905.2.6 ATTACHMENT.ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER.FOR NORMAL APPLICATION, 11'X6"OR 1"X8" 2-813 340D PER SUPPORT ATTICS WITH STORAGE(ROOF ABOVE 3 PITCH) 20 psf 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 STRAPPING ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL(20:12),SPECIAL METHODS OF FASTENING ARE REQUIRED. 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER!AT THE ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 DETAILS & EXCEPTION:ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING CATEGORIES: PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO)OBTAIN SLEEPING ROOMS 30 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES H/240 1. THE INC WIND SPEED PEER FIGURE RR3012(4)IS 140 MILES PER HOUR(177 km/h)OR GREATER AND THE EAVE IS 20 FEET HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL,BE DOUBLED, SCHEDULE (6096 mm)OR HIGHER ABOWE GRADE. DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAIINTAIN STAIRS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 THE LOAD PATH. 2. THE BASIC WIND SPEED PEFR FIGURE RR3012(4)IS 140 MILES PER HOUR(193 km/h)OR GREATER. GUARDRAILS AND HANDRAILS 200 plf 10 psf NOTE:L=SPAN LENGTH, H=SPAN HEIGHT 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED FNUMBER OF a FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HERIN,THE WIND 3. SPECIAL WIND ZONES PER[FIGURE RR3012(4) NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. ROOF LOADING(LIVE-GROUND SNOW LOAD 20 psf 12 psf for attic LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND ADJUSTMENTS AS PER FIGURE R301.2(5)OF THE 2020 CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). 3.CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTEID,CHECK INTERNATIONAL RESIDENTIAL CODE) 15 psf for cath b DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SCALE: AS NOTED IBC FOR ADDITIONAL REQUIREMENTS. SHALL BE LIMITED TO AN ALLOWABLE DEFLECTIONS OF H/180. Q 0 1 FASTENERS FORASPHALT ROOF SHINGLES 13 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS J (REFER TO TABLE R301.5 OF THE INTERNATIONAL RESIDENTIAL CODE) COPYRIGHT OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL STATE THAT TO THE BEST OF MY ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO U NTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT PLANS AND,BE SPECIFICATIONS ARE IN COMPLIANCE WITH MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY RECEIVED SECTIONRECIFICA IOTHEREIN 2020 NYSPLIAN PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM ENERGY NOTES: AIR SEALING AND INSULATION 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION rr' CONSTRUCTION CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION SHALL BE DEMONSTRATED TO COMPLY WITH ONE OF THE AND ENERGY EFFICIENCY PROGRAM(TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. FOLLOWING OPTIONS GIVEN: f „ 2. A PERMANENT CERTIFICATE SHALL RE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC N1101.14 \\\ I f - 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 1. AIR BARRIER AND THERMAL BARRIER -- 4. INSTALLATION -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN 1.1. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS IS INSTALLED IN SUBSTANTIAL CONTACT AND �` ` __CEILING GYPSUM BOARD ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, CONTINUOUS ALIGNMENT WITH BUILDING ENVELOPE AIR BARRIER. V AS AIR BARRIER '}X ,I AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 1.2. BREAKS OR JOINTS IN THE AIR BARRIER ARE FILLED OR REPAIRED. x CONTINUOUS BEAD OF SEALANT 5. TESTING -BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR 1.3. AIR-PERMEABLE INSULATION IS NOT USED AS A SEALING MATERIAL. EQUAL TO 3 A(',H50 IN CZ 4A.5.6A.TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 1.4. AIR-PERMEABLE INSULATION IS INSIDE OF AN AIR BARRIER. ��� � � CONTINUOUS BEAD OF SEALANT 6. DUCTS-SUPPLY AND RETURN DUCTS IN ATTIC SHALL BE INSULATED TO A MINIMUM OF R-8 @ 31, I OR GREATER IN DIAMETER,AND R-6 @ DUCT LESS THAN 3"IN DIAMETER. 2. CEILING/ATTIC \-CONTINUOUS MINIMAL EXPANDING 7. DUCT SEALING - DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. 2.1. AIR BARRIER IN ANY DROPPED CEILING/SOFFIT IS SUBSTANTIALLY ALIGNED WITH INSULATION AND ANY GAPS i FOAM AT WINDOW PERIMETER 18 8. DUCT TESTING- DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED ARE SEALED. rAR EPLA IV 11 nA?i.t.I'tAC,F.fd5';1574 (6311 332-3n2t THIRD PARTY. 2.2. ATTIC ACCESS(EXCEPT UNVENTED ATTIC),KNEE WALL DOOR,OR DROP DOWN STAIR IS SEALED. WINDOW UNIT AS AIR BARRIER nr+ccIIIrFc; L� l.nn 9. BUILDING CAVITIES SHALL NOT BE UISED AS DUCTS OR PLENUMS. 10. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS> 105 F DEGREES OR<55 F DEGREES 3. WALLS SHALL BE INSULATED WITH R-3 MINIIMUM. 3.1. CORNERS AND HEADERS ARE INSULATED. i ---CONTINUOUS MINIMAL EXPANDING 11. MECHANICAL VENTILATION-SHALL IMEET THE REQUIREMENTS OF THE IRC/IMC 3.2. JUNCTION OF FOUNDATION AND SILL PLATE IS SEALED. FOAM AT WINDOW PERIMETER 12. EQUIPMENT SIZING - PER ACCA MANIUAL S,BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS IRATER. 4. WINDOWS AND DOORS CONTINUOUS BEAD OF SEALANT 13. LIGHTING-A MINIMUM OF 75%OF(PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY 4.1. SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING IS SEALED. , ;_, PROJECT LAMPS .) CONTINUOUS BEAD OF ADHESIVE KRACKE 14. ALL HVAC,PLUMBING& ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY 5. RIM JOISTS` ;�- RESIDENCE _y EFFICIENCY,INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT 5.1. RIM JOISTS ARE INSULATED AND INCLUDE AN AIR BARRIER. �. ='i" CONTINUOUS BEAD OF SEALANT SHALL BE THE RESPONSIBILITY OF TIHE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, " 6. FLOORS(INCLUDING ABOVE-GARAGE AND CANTILEVERED FLOORS)CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL AIR CONDITIONING, VENTILATION,HEATING SYSTEMS(NEW, EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL 6.1. AIR BARRIER CRITERIA-THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. '_ 4520 PEQUASH AVE, ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. 6.2. INSULATION INSTALLATION CRITERIA- FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN U \ CUTCHOGUE NY 11935 15. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH IECC 2020 UNALTERED PORTIONS PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING,OR FLOOR FRAMING CAVITY INSULATION ;;i _.. �� DATE: 06/2026 OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION Pa t!!FL T N0. 3525009 16. MINIMUM ONE.PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL :- ` REVISION DATE AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. PERIMETER FLOOR FRAMING MEMBERS ` CEILING GYPSUM BOARD 1 SUBMIT FOR BUILDING PERMIT 06/2025 \ AS AIR BARRIER 2 AS-BUILT CONDITIONS 06i2026 17. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE 3 WITH TABLE R402.4.1.1.APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE 7. CRAWL SPACE WALLS ' \,--..-.-..CONTINUOUS BEAD OF SEALANT 4 IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. 7.1. INSULATION IS PERMANENTLY ATTACHED TO WALLS. T ~` -CONTINUOUS BEAD OF SEALANT C 7.2. EXPOSED EARTH IN UNVENTED CRAWL SPACES IS COVERED WITH CLASS I VAPOR RETARDER WITH OVERLAPPING \ JOINTS TAPED. BUILDING THERMAL ENVELOPE ( \____CONTINUOUS MINIMAL EXPANDING NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL B. SHAFTS,PENETRATIONS ( `' FOAM AT WINDOW PERIMETER EXISTING AND PROPOSED CONDITIONS ON 8.1. DUCT SHAFTS,UTILITY PENETRATIONS,KNEE WALLS AND FLUE SHAFTS OPENING TO EXTERIOR OR THE CONSTRUCTION DOCUMENTS WITH THE BUILDING THERMAL ENVELOPE SHALL BE:DURABLY SEALED TO LIMIT INFILTRATION.THE SEALING UNCONDITIONED SPACE ARE SEALED. WINDOW UNIT AS AIR BARRIER THOSE E BRO THE SITE,ANY DISCREPANCIES �------- MUST BE BROUGHTTO THE ATTENTION OF METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND THE ARCHITECT PRIOR TO COMMENCING CONTRACTION.THE FOLLOWING SHALL BE CAMULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED 9. NARROW CAVITIES CONSTRUCTION.THE CONTRACTOR SHALL --"''CONTINUOUS MINIMAL EXPANDING BE RESPONSIBLE FOR DISCREPANCIES WITH AN AIR BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL: 9.1. BATTS IN NARROW CAVITIES ARE CUT TO FIT,OR NARROW CAVITIES ARE FILLED BY SPRAYED/BLOWN j FOAM AT WINDOW PERIMETER NOT REPORTED TO THE ARCHITECT ONCE INSULATION. � HIDDEN CONDIWORK HAS TIONS WHERE APPLICABLE. MENCED,EXCEPT FOR 1. ALL JOINTS,SEAMS AND PENETRATIONS. j 2. SITE-BUILT WINDOWS,DOORS AND SKYLIGHTS. 10. GARAGE SEPARATION ,'- '" CONTINUOUS BEAD OF SEALANT 2.PROVIDE WOOD BLOCKING IN WALL f FRAMING FOR ALL ACCESSORIES 3. OPENINGS BETWEEN WINDOW AND(DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING. 10.1. AIR SEALING IS PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. ~, INCLUDING BUT NOT LIMITED TO:TOWEL 4. ���=��. � .........................CONTINUOUS BEAD OF ADHESIVE BARS,TOILET PAPER HOLDERS,SHELVING IL PENETRATIONS. �=---} ATTACHMENT,ROBE HOOKS,GRAB BARS, 5. DROPPED CEILINGS OR CHASES ADJEACENT TO THE THERMAL ENVELOPE. 11. RECESSED LIGHTING \ :" � ETC. 6. KNEE WALLS. 11.1. RECESSED LIGHT FIXTURES ARE AIR TIGHT,IC RATED,AND SEALED TO DRYWALL. !a "=-� __._ CONTINUOUS BEAD OF SEALANT 3.NO WORK TO COMMENCE UNTIL A 7. WALLS AND CEILINGS SEPARATING Aa GARAGE FROM CONDITIONED SPACES. EXCEPTION-FIXTURES IN CONDITIONED SPACE. BUILDING PERMIT IS ISSUES. 8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. ✓ _�____._..._....._..... ... ................................................. 4.THESE PLANS COMPLY WITH THE 2020 9. COMMON WALLS BETWEEN DWELLINIG UNITS. 12. PLUMBING AND WIRING ( ~-- INTERNATIONAL ENERGY CONSERVATION 10. ATTIC ACCESS OPENINGS. 12.1. INSULATION IS PLACED BETWEEN OUTSIDE AND PIPES.BATT INSULATION IS CUT TO FIT AROUND WIRING AND i CODE. 11. RIM JOIST JUNCTION. PLUMBING,OR SPRAYED/BLOWN INSULATION EXTENDS BEHIND PIPING AND WIRING. OTHER SOURCES OF INFILTRATION. 13. SHOWER/TUB ON EXTERIOR WALL , 13.1. SHOWERS AND TUBS ON EXTERIOR WALLS HAVE INSULATION AND AN AIR BARRIER SEPARATING THEM FROM l � '� CONTINUOUS BEAD OF SEALANT THE EXTERIOR WALL •.. .._ .,.��; . : . .�,�-:,, ';`„.Y '.� � '�,., .,...; ':.'': �.. ,z ~`- CONTINUOUS SILL SEALER 14 14. ELECTRICAL/PHONE BOX ON EXTERIOR WALLS -FULL WIDTH OF MUDSILL . .� , "4. 14.1. AIR BARRIER EXTENDS BEHIND BOXES OR AIR SEALED-TYPE BOXES ARE INSTALLED.A ,. FOUNDATION WALL AS AIR BARRIER .. 15. COMMON WALL CONCRETE SLAB AS AIR BARRIER p A : - 151 AIR BARRIER IS INSTALLED IN COMMON WALL BETWEEN DWELLING UNITS i .a 16. HVAC REGISTER BOOTS i E - 16.1. HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEALED TO SUBFLOOR OR DRYWALL. j i\ \//` 17. FIREPLACE •: � /.\ ,�`\ f.\- /. --. 11.1. FIREPLACE WALLS INCLUDE AN AIR BARRIER. TYPICAL AIR SEALING DETAILS _ AIR SEALED WALL JOINTS TESTING OPTION �R�-U RC,y BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED AIR LEAKAGE IS LESS THAN SEVEN AIR CHANGES PER HOUR (ACH)WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 33.5 PSF(50 PA).TESTING SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE ' INCLUDING PENETRATIONS FOR UTILITIES,PLUMBING,ELECTRICAL,VENTILATION AND COMBUSTION APPLIANCES. " 041714 3 �•V E6 , � ( DURING TESTING: OF N 1. EXTERIOR WINDOWS AND DOORS FIREPLACE AND STOVE DOORS SHALL BE CLOSED BUT NOT SEALED AIR SEALING/ Y r , 2. DAMPERS SHALL BE CLOSED,BUT NOT SEALED,INCLUDING EXHAUST,INTAKE, MAKEUP AIR,BACKDRAFT AND FLUE DAMPERS; AIR BARRIER - , 3. INTERIOR DOORS SHALL BE OPEN; DETAILS 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED; 5. HEATING AND COOLING SYSTEM S)SHALL BE TURNED OFF; - ( k 6. HVAC DUCTS SHALL NOT BE SEALED;AND SCALE: AS NOTED7. SUPPLY AND RETURN REGISTERS SHALL NOT BE SEALED. VISUAL INSPECTION OPTION BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN THE ITEMS LISTED COPYRIGHT IN TABLE 402.4.2,APPLICABLE TO THE METHOD OF CONSTRUCTION,ARE FIELD VERIFIED.WHERE REQUIRED BY THE CODE OWNERSHIP AND USE OF DOCUMENTS: DUCT SEALING REQUIREMENTS ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF Q OFFICIAL,AN APPROVED PARTY INDEPENDENT FROM THE INSTALLER OF INSULATION SHALL INSPECT THE AIR BARRIER AND NO WORK TO COMMENCE ITHEHEREBYUNDERSIGNEDNEWYORKSTATEREGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE INSULATION. D RAW I NGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE(DOCUMENTS ARE NOT TO U NTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT PLANS AND,BE SPECIFICATIONS ARE IN COMPLIANCE WITH MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY RECEIVED SECTION R3CIFICA SPECIFICATIONS THE RE IN NYS COMPLIANCE ECC . PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. OPA!'N BY: DM ROOF 4" OWNERSHIP AND USE OF DOCUMENTS: I DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF OE C aflPP Pot t:e+7an �� " ., st?F R IS•^:7 PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE ATTIC. FL PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY Brzun 5P3rnMi i 'P : _ AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. " (RENO KITCHEN) perpak"ay y a .rat<. " - - WnPY$rds M ^ �� SOUiNt7lb � � � s ISLA 1 The Farmhouse L ° {..ePk c ann 4' 2" 8�d and Breakfast CO COPYRIGHT f.,GPy _ r NEW ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN o CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE NEW 2rr ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE r r, inn,. DISH DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY �r .. Ind. FL MANNER WITHOUTTHE WRITTEN CONSENT OFTHE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS 2u WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. :UTCHOGUE N:;Y.S•,>;,'.t,• ENERGY CODE COMPLIANCE;STATEMENT I C.O. , 4520 Pe quash Ave " 9 4520 Pequash Ave 3 1 THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED a� DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY u°BP `` gr rvew svFFc f KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE FRESH AIR INTAKE SCHEDULE 40 PVS DRAIN LINES PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH Ast fp s n e Nvc• Prrir;;.• SECTION R105.2.2 OF THE 2020 NIYS ECCC. -MATTITUCk TO EXTERIOR 3/4" PEX SUPPLY LINES p .Q✓F "'sty L I C.O. NO WET VENTS PERMITTED te1ll?rori>IIIA;t rzCZB 4" MIRlEPIACFIIYtt;t4 r3" NO WORK TO COMMENCE I''" 3'2"'°" !1!LnAR;:fii'rk2'IrL"dt?.COr, ntr,FL TO EXIST SEWER SYSTEM G.C.TO VERIFY PIPE MATERIAL W/BLDG DEPT UNTILL BUILDING PERMIT IS s I^ CELLAR FLOOR RECEIVED KEY PLAN PLUMBING RISER DIAGRAM DRAWINGSBUILDING PERM D FOR 1 2 PRDIFCT KRACKE RESIDENCE I 4520 PEQUASH AVE, CUTCHOGUE NY 11935 DATE: 06/2026 PROJECT IBC. 3525009 200.00' N32D 18' 00 W REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 06/2025 — — — — — — — — — — — 2 AS-BUILT CONDITIONS 06/2026 �} 5 N Q I UJI 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING FRAME EXISTING AND PROPOSED CONDITIONS ON 25.2' SHED(112 SF) THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES I E"YARD— — — — — — — MUST BE BROUGHT TO THE ATTENTION OF Lu THE ARCHITECT PRIOR TO COMMENCING p CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES EXISTING WD O NOT REPORTED TO THE ARCHITECT ONCE W FRAME DETACHED O WORK HAS COMMENCED,EXCEPT FOR O iQ GARAGE(407 SF) _ HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL - V FRAMING FOR ALL ACCESSORIES N i EXISTING CONCRETE Q INCLUDING BUT NOT LIMITED TO:TOWEL i PAD A BARS,TOILET PAPER HOLDERS,SHELVING 1` ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. ` 2 7' I 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. SIDE YARD � EXISTING COVERED REAR PATIO(50 SF) 4.THESE PLANS COMPLY WITH THE 2020 \ \ EXISTING STONE 0 WALKWAY INTERNATIONAL ENERGY CONSERVATION � .. CODE. EXISTING BILCO CELLAR I I ACCESS DOORS O Q Q ( EXISTING 1 STORY 109.4' 0 WOOD FRAME SIDE YARD I DWELLING (1,060 O Lo I SF COVERAGE) SIDE YAW — — — BUILDING ENVELOPE — EXISTING STONE WALKWAY O AND FRONT STOOP/STEPS I I O LOT COVERAGE CALC. I } GROUND REAR PORCH OR c 1,060 SF 50 SF z SECTION: 110 NOTE: GARAGE 407 SF I0 USED It Q BLOCK: 3 S TEINFORMATION PLAN WAS OBTAINED R THIS SHED 112 SF u_ I 60 DIRECTLY FROM THE SURVEY. ? ci LOT: 30 (SEE SURVEY ATTACHED) TOTAL LOT COV. = 1,619 SF 200-00' ZONING REQUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE "R-40" AR 200.00' S32D 18' 00C REQUIRED EXISTING/PROPOSED � LOT AREA 40,000 SF MIN * 35,000 SF(EXISTING) LOT WIDTH 150' MIN 200'(EXISTING) LOT DEPTH 175' MIN 175'(EXISTING) FRONT SETBACK 50' MIN(PRIMARY) * 49.8'(EXISTING) tlrj. 041714 �O PEQUASH AVENUE SIDE SETBACK 10' MIN(PRIMARY) 33.7'&109.4'(PROPOSED) OF 35' MIN(BOTH) 145.6'(PROPOSED) REAR SETBACK 35' MIN 59.25'(EXISTING) LIVABLE FLOOR AREA 850 SF MIN 920 SF(EXISTING) PROJECT INFO, FLOOR AREA 4,350 SF+ 7.5%(5,000 SF)= 920 SF(EXISTING)4,725 MAX SURREYS, & LOT COVERAGE 20% 000)MAX 1,6 ,7 -( 19 SF(EXISTING) PLUMB RISER DIA. HEIGHT 35' MAX TO RIDGE(PEAKED) 14' 11"(EXIST. FROM AVG GRADE) 25' MAX TO RIDGE(FLAT) N/A STORIES 2 1/2 STORIES 1 STORY(EXISTING) / SKY PLANE 45D(STARTS AT 10'ABOVE COMPLIES:SEE ELEVATIONS SCALE. AS NOTED NATURAL GRADE T ALL POINTS A PARALLEL OR ADJ.TO DWELLING * EXISTING NON-COMPLIANT G�4!TE PLAN ZONING INFORMATION4 N DRAWN BY- DM CONSTRUCTION LEGEND CE — EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED in 4X4 WOOD POSTS ARE(2)2X4 WOOD POST NAILED TOGETHER OR STEEL COLUMN DOWN(SEE PLAN) 4X4 WOOD POSTS ARE(2)2X4 WOOD POST NAILED TOGETHER OR STEEL COLUMN ABOVE (SEE PLAN) 00 'o x DOOR WIDTH &HEIGHT CO N 13 t'!(71pkVN RD 2€124 Wllf.P[ACf.N411514 ] NEW DOOR, HARDWARE AND CASING pill-332-3021 llt,aAR"ii�ix�,'ShtAD f OtA 44'-6" EXISTING WOOD FRAME GROUND FLOOR 44'-6" EXISTING FOUNDATION WALL 12'-0" 201-6" 12'-0" 12-0" 20'-6" 1.2'-0" REMOVE REMOVE EXISTING DOOR, HARDWARE AND CASING PROJECT ELEVATION NUMBER RRACRE E EXISTING FOUNDATIONIWALLs A300 DRAWING NUMBER RESIDENCE AND FOOTING TO REMAUN. EXISTING KITCHEN _ CABINETS,FINISHES AND - SIMPSON METAL 1 DETAIL NUMBER aw EXISTING ( � PLUMBING FIXTURES TO BRIDGING Q 1/3 SPAN A300 DRAWING NUMBER KITCHEN �� 0 BE REMOVED. 4 ABOVETYP 2 N 4 4520 PEQUASH AVE, cr.Lu 102 U r I EXISTING CRAWL SPACE CUTCHOGUE NY 11935 FOO-0-1 CEILING HEIGHT-SEE PLAN DATE 26 PROJECT 35/20 �t _ 09 EXIST 2XSFJ REVISION DATE DASHED LINE INDICATES IXISTING WOOD FRAME 16"O.C.ABOVE v EXISTING BILCO DOORS 1 WALL TO BE REMOVED STAIRS TO ATTIC HATCH -- TO REMAIN REf1 SUBMIT FOR BUILDING PERMIT 06J2025 TO REMAIN. EXISTING WASHER AND 2 AS-BUILT CONDITIONS 06/2026 EXIST EXIST 2 @ DRYER TO REMAIN 3 ILI :lUp) p --- � - ^-'o �� E E O z EXIST 6 ��_� � � 7:1 z N LL � - H- ANIDTING FOOTING TO RI AIINALLS I I UP ` W D - Q 0 UP v8 O Z L J I iJRS: x 0 z 1.THE CONTRACTOR SHALL VERIFY ALL o I ---�` -- I is7 W E " w 0 t` EXISTING WOOD RAME' Ud 0 EXISTING AND PROPOSED CONDITIONS ON g EXISTING o EXISTING w a STAIRS TOGRO D I 1 a THE CONSTRUCTION DOCUMENTS WITH It I, a y� w DINING RM - co a BEDROOM a z w FLOOR I RE IN. I w Lu z THOSE AT THE SITE.ANY DISCREPANCIES LL. 0 'o __- EXISTING ci EXIST EXIST > - > Z m 101 LL 0 I- I i 0 8/9//10 LL o EXISTING FOUNDATION MUST BE BROUGHT TO THE ATTENTION OF p x a BATH N c 105 EXIST ? 00 00 m O 0 I^ N c5 � —_- __--_ 0 X cXv a A4(00 X a WALLS AND FOOTING 11 0 THE ARCHITECT PRIOR TO COMMENCING cn � NO WORK LIE r- v N L2 TO REMAIN. 0 CONSTRUCTION.THE CONTRACTOR SHALL O cn o 104 O z N o h o EXISTING BATHROOM AND � Z X i0 REMAIN AND BE NO WORK 3 N w NEW 4X4Xi/4 STEEL1 H u BE RESPONSIBLE FOR DISCREPANCIES .-I BATHROOM FIXTURES TO Z E f II, Z w COLUMN OVER 24"X24"1X12" 0 NOT REPORTED TO THE ARCHITECT ONCE PROTECTED DURING i @� h - CONCRETE FOOTING I = SIMPSON METAL w WORK HAS COMMENCED,EXCEPT FOR N CONSTRUCTION. N BRIDGING @ 1/3 SPAN w i w Ix - -I I ABOVE TYP - Q HIDDEN CONDITIONS WHERE APPLICABLE. G] CO O M 2.PROVIDE WOOD BLOCKING IN WALL M7 EXISTING - zo J - FRAMING FOR ALL ACCESSORIES ` E j SUNROOM E M M _ z N LL _ _ _ M INCLUDING BUT NOT LIMITED TO:TOWEL E DASHED LINE INDICATES R e;i IXISTING 5X7 TIMBER BEAM DR PED EXISTING 5X7 TIMBER BEAM DROPPED $- IXISTING 5X7 TIMBER BEAM DROPPED EXISTING ;i BARS,TOILET PAPER HOLDERS,SHELVING WALL TO BE REMOVED EXISTING WOOD FRAME 107 UNEXCAVATED .� ATTACHMENT,ROBE HOOKS,GRAB BARS, STAIRS TO CELLAR TO REMAIN. -� �' - NO WORK �I � EXISTING COLUMNS OVER ETC. EXISTING WALL TO REMAINV W- FOOTING TO REMAIN. 3.NO WORK TO COMMENCE UNTIL A ur BUILDING PERMIT IS ISSUES. EXISTING vt'i I � � ~SIMPSON METAL BRIDGING @ 1/3 SPAN _ LIVING RM o I ABOVE TYP -. 4.THESE PLANS COMPLY WITH THE 2020 >< 10o U EXISTING - _ _ - X Q EXIST. UNFINISHED INTERNATIONAL ENERGY CONSERVATION F- Lu 04 0 --- m > I0 WORK E BEDROOM acli 'wo --EXIST EXIST- o CELLAR xCNI a 1 66 x a E 001 4 o I NO WORK N o ZD in O I w 0 EXISTING FOUNDATION WVALLS EXISTING FOUNDATION 0 V I AND FOOTING TO REMAIIN. WALLS AND FOOTING TO REMAIN. I - EXIST EXIST EXIST EXIST EXIST EXIST EXIST NOTE I: ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO EXIST. g j REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNEXC. 'Lr UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. - --- HEADER SCHEDULE 32'-6" 9.21-0" 14'-2" 51-0" 1314" 12'-0" OPENING HEADER UP TO 4'-0" (2)2"X 8" WOOD 44'-6" EXISTING WOOD FRAME GROUND FLOOR 44'-6" EXISTING FOUNDATION WALL 4'-0"TO 6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD 'ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. �- - PROVIDE TWO JACK STUDS IF HEADER IS W-91"OR LARGER. V��� A RC� PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"'OR SMALLER. K (�• SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS �� `Otoio DGROUND DEMOLITION FLOOR PLAN PROPOSED FOUNDATION / CELLAR FLOOR PLAN SCALE: 1/4"-1'-0" 2 SCALE: 1/4"-1'-0" DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO WORK TO COMMENCE UNTIL �f'J, 0 71� �O PERMIT IS ISSUED OF ENERGY CODE COMPLIANCE STATEMENT GROUND FLOOR I THE HEREBY UNDERSIGNED NEW STATE REGISTERED DEMOLITION PLANS DESIGN PROFESSIONAL,STATE THATHAT T TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2OF THE 2020NYSE000. AND PROPOSED ol COPYRIGHT© CELLAR PLAN ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: OM CONSTRUCTION LEGEND `E r EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED 4X4 WOOD POSTS ARE(2)2X4 WOOD POST NAILED TOGETHER OR STEEL COLUMN DOWN(SEE PLAN) _ 4X4 WOOD POSTS ARE(2)2X4 WOOD POST NAILED TOGETHER OR STEEL COLUMN ABOVE 3 (SEE PLAN) ` A200 0 X DOOR WIDTH&HEIGHT 44'-6"EXISTING WOOD FRAME GROUND FLOOR c00v rr,aGL pIAI.taRI€lttU PIN NY c2a a �tt5t4 NEW DOOR, HARDWARE AND CASING a?�zr.€tcllnlrrsLlaa.an 12'-0" 20'-6" 12'-0" 4'-1" 5'-0" 2141" NEW 4X4 WOOD W2 POST DOWN EXISTING DOOR, HARDWARE AND CASING j NEW(2)2X8 NEW(2) X8 i O00 X HEADER HEADER E] - PRO.'CT -v 1 ELEVATION NUMBER KRACK - DW A300 DRAWING NUMBER Lo RESIDENCE U) NEW 4X4 WOOD 00 X RENOVATE — X POST DOWN N W KITCHEN N 0 1 DETAIL NUMBER A300 m 102 i W3 le N DRAWING NUMBER 4520 PEQUASH AVE, C CUTCHOGUE NY 11935 W1 ____ \ PROVIDE DUCT EX AUST r{ 19.28 REQD.GLAZE a TO EXTERIOR AS PER 24.80 PROV.GLAZE (Q 2020 IRCC M1503 CEILING HEIGHT-SEE PLAN DATE: 06/2026 . REQD.VENT CD 23.20 PROV.VENT RANGE HOOD MAX 400 PROJECT W 3525009 2320 CFM REVISION DATE EXIST 2X6 CJ EXISTING WOOD FRAME REF 16"O.C.ABOVE STAIRS TO ATTIC HAT Cft SUBMIT FOR BUILDING PERMIT 06/2025 TO REMAIN. 2 AS-BUILT CONDITIONS 06/2026 —�-- 3 EXIST EXIST ���N _ 4 )2X10 ML B M UPSET - - ----- __L Ir 00 ----- 4\ O i NEW 4X4 WOOD O E E E 0 p POST DOWN p Z 2 O EXISTING WALL TO UP _ O 1.THE CONTRACTOR SHALL VERIFY ALL 0 w1 A200 REMAIN L'J o EXISTING " 0 Lul w > EXISTING AND PROPOSED CONDITIONS ON m m THE CONSTRUCTION DOCUMENTS WITH a > X a - — BEDROOM N a Q THOSE AT THE SITE.ANY DISCREPANCIES Ir 4 Ir Lu FN ci EXISTING ___ EXISTING — - N o EXIST EXIST MUST BE BROUGHT TO THE ATTENTION OF A200 0 � ° DINING RM ; BATH - 1os EXIST - ---------- p THE ARCHITECT PRIOR TO COMMENCING O u) 101 NO WORK —_----- _ — I 104 - ------------ - -- - - - - � O CONSTRUCTION.THE CONTRACTOR SHALL I- NO WORK BE RESPONSIBLE FOR DISCREPANCIES e E t7 WORK NOT EPORTED TO THE ARCHITECT HAS COMMENCED, XCEPT FORCE Z in — Z H- O CHIMNEY IN INDICATED — F F- CAVITY TO REMAIN a N HIDDEN CONDITIONS WHERE APPLICABLE. W ` L11 x _ W NEW(2)2X8 BEAM UPSET DN o 2.PROVIDE WOOD BLOCKING IN WALL CD EXISTING FRAMING FOR ALL ACCESSORIES M NEW 4X4 WOOD E SUNROOM cM M INCLUDING BUT NOT LIMITED TO:TOWEL E POST DOWN � e-1 BARS,TOILET PAPER HOLDERS,SHELVING EXISTING WOOD FRAME 107 `i ATTACHMENT,ROBE HOOKS,GRAB BARS, STAIRS TO CELLAR TO WOTa EXISTING BATHROOM AND BATHROOM REMAIN. NO ETC. FIXTURES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. I , 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. uj m EXISTING _ ut'i 'I X a O 4.THESE PLANS COMPLY WITH THE 2020 CNI LIVING RM -I INTERNATIONAL ENERGY CONSERVATION Liu v~i o 100 E U EXISTING W =— _- _ _ = ___ CODE. NO WORK BEDROOM X a EXIST EXIST 106 N E NO WORT 0 io � III Vim')I lA EXISTING WALL TO REMAIN Iil , O I (D I I EXIST_ E EXIST ===EXIST" EXIST i E EXIST NOTE 1: i ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. I HEADER SCHEDULE 32'-6" 12'-0" OPENING HEADER UP TO 4'-0" (2)2"X 8"WOOD 44'-6" EXISTING WOOD FRAME GROUND FLOOR 4'-0"TO 6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"'WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED WENEER LUMBER. 1 ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. —� A.200 PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OIR LARGER. ^ AR PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR2 SMALLER. SEE PLANS FOR ADDITIONAL FRAMING INSTRIUCTIONS PROPOSED GROUND FLOOR PLAN ol ° �r�,��—► 1 SCALE: 1/4"-1'-0" DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO `" WORK TO COMMENCE UNTIL Sj, 041714 p PERMIT IS ISSUED '91FOF, 1� ENERGY CODE COMPLIANCE STATEMENT PROPOSED ITHE DESIGN PROFESUNDERSIONAL, ED,STATE YORK STATE HEBESTOFMYREGISTERED GROUND FLOOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PLAN SECTION R105.2.2 OF THE 2020 NYS ECCC. COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SW E. DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD.. DRAWN BY- DM CENTRAL AIR-CONDITIONING NOTES: POWER ER LEGEND AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/15AMP DUPLEX OUTLET DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE ; ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY HERS RATER(IF APPLICABLE).G.C.TO INSTALL S 1/2 SWITCHED 120 VOLT 15AMP WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL DUPLEX OUTLET : SYSTEMS. 20 AMP/120 VOLT DUPLEX OUTLET GFCI REFER TO MANUAL D,J AND S FOR MECHANICAL DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET l�J DEDICATED F77 ...:. ._,� FLOOR TO BE FED VIA DUCT WORK MOUNTED ON CEILING Q 120 VOLT QUAD OUTLET-ONE OUTLET TO BE We DEDICATED 20 AMP DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE 120/20 120 VOLT/20 AMP DEDICATED INSTALLED TIGHT TO CEILINGS HARDWIRE SUPPLY PLUMBING NOTES 120/15 120 VOLT/15 AMP TT DEDICATED HARDWIRE SUPPLY 18 MIDTOWN RD V2024 PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED GAR..i NIACENY 11514 BY OWNER.VERIFY STYLE, MANUFACTURE,AND (h 240 3o 220 VOLT 30 AMP DEDICATED tssF '-IlI11Cl ``��'' / / t1?,SC�ikir^NIIIC'IGP.gAp.C,OA? COLOR PRIOR TO ORDERING.G.C.TO PROVIDE HARDWIRE SUPPLY ALLOWANCES SWITCH TO GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND TM DIGITAL WALL THERMOSTAT BY"LUX" TURN ON PVC DRAIN AND VENT LINES. NO WET VETS ARE OUTDOOR PERMITTED.GC TO INSTALL NO-HUB BELOW SLABS. O TELEPHONE JACK-HOME RUN TO LIGHTING G.0 TO VERIFY WITH BUILD DEPARTMENT MATERIALS T OF PLUMBING TO BE USED. TELEPHONE PANEL (CAT 3-4 PAIR) PROJECT o f INSPECTIONS: Oo TCALE OIPON ANEL K-HOIWIE RUN TELEPHONE GRACE s G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) RESIDENCE DW PERMITS AND INSPECTIONS/SIGN OFFS FROM CABLE MODEM HOME RUN TO LL UNDERWRITERS. cM TELEPHONE PANEL RENOVATE 1 GAS SUPPLY: (CAT 5-4 PAIR WIRE) c KITCHEN 4520 PEQUASH AVE, BARBEQUE RANGES,WALL OVENS, DRYERS, RECESSED 4"LIGHT FIXTURE 102 ' `- GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS&c TUBS CUTCHOGUE NY 11935 LL GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. Os SURFACE MOUNTED FIXTURE DATE: 06/2026 PROJECT NO. 3525009 0 WALL MOUNTED LIGHT FIXTURE REVISION DATE VEEF 1 SUBMIT FOR BUILDING PERMIT 06/2025 EXHAUST FAN TO EXTERIOR 2 AS-BUILT CONDITIONS 0612026 WALL SWITCH 4 CARBON- -- - o) cM MONOXIDE G ALARM DEVICE J sD SMOKE DETECTING U ALARM DEVICE NOTES` P ' 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED EXISTING E - --- UC UNDER COUNTER LINEAR LITE.GC TO THE CONSTRUCTION DOCUM NTSIONS WITH N- EXISTING I DINING RM BEDROOM INSTALL ON SEPERATE CIRCUlIT THOSE AT THE SITE.ANY DISCREPANCIES 101 ___ EXISTING — MUST BE BROUGHT TO THE ATTENTION OF BATH sos -- _—_ THE ARCHITECT PRIOR TO COMMENCING —_-- _-- __-_—_ NEW ELECTRIC PANEL TO INSTALLED 104 - NO WORK PELEC ANEL AS NEEDED. PANEL TO BE MOUNTED CONSTRUCTION.THE CONTRACTOR SHALL \ I'' BE RESPONSIBLE FOR DISCREPANCIES EIN METAL STUD CAVITY OR TOINOT hd0 WORK -- 24"X48"X3/4"WOOD PANEL ON WORK EHAS COMMENCED,EXCEPT FORCE @l CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. CNI 2.PROVIDE WOOD BLOCKING IN WALL DN FRAMING FOR ALL ACCESSORIES EXISTING SUN ROOM HVAC LEGEND I/ INCLUDING BUT NOT LIMITED T0:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING 107 ATTACHMENT,ROBE HOOKS,GRAB BARS, SW To _ . NO WORD ;� A/C REGISTER ON CEILING ETC. TURN ON CR LIVING ROOM LIGHTING � 3.NO WORK TO COMMENCE UNTIL A I i A/C REGISTER ON FLOOR BUILDING PERMIT IS ISSUES. EXISTING In I F2 4.THESE PLANS COMPLY WITH THE 2020 li LIVING RM I -- -_-_ INTERNATIONAL ENERGY CONSERVATION EXISTING __ --- _ -- - - TM DIGITAL WALL THERMOSTAT BY"LUX" CODE. i070 I BEDROOM NO WORK 1 076 NO WORK � I oI � I \JL ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YAT T STATE RE(GEST OF MY 'A DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIAINCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. C9 0 dry n� GROUND FLOOR ELECTRICAL PLAN SCALE: 1/4" f—O" NOTE 1: ELECTRICIAN TO WIRE ALL DEVICES AND EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY04 ALL POWER REQUIREMENTS AT ALL EQUIPMENT �T£OF NOTE 2: PROP. GROUND - 2 SWITCHES FOR A LIGHT REQUIRES 2 SWAY SWITCHES ELECTRICAL -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY IN BETWEEN. CAN HAVE MANY FOUR WAY BETWEEN THE THREE PLAN WAYS. COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE SCALE: 1/4"=V-0" ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE ------ DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. r' OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND 1 ELEVATION NUMBER A300 EXIISTING ROOF AND ROOF DRAWING NUMBER SHIINGLES TO REMAIN F 2 LLI1 DETAIL NUMBER . - - — — — — — — -- — — — — — — — — — — — — — — — — z A300 DRAWING NUMBER 0 -- "I 0° CEILING HEIGHT-SEE PLAN �'— "�" ►-- EXIISTING WINDOWS AND Z DOIORS TO REMAIN. 2 V) -- --— — ---- s 4 W Q 00 L— —J i L- __J gal 00 2 M _. ..._. .EXIST EXIST EXIST.. . .. .. EXIST —,, EXIISTING SIDING TO_ OP ei --` REPMAIN AND OTHER FD - u E I,T E k l VENNEER TO REMAIN e�I — — — — — — — — -- — — — — — EXIST — — — — — — — — — — — ,124 CAR!F I'I AGf.��Y 7 i5i4 !1!at�ARc!!!,kersR.lAn,cnln ------------------- .. GRADE 1 EXIST STOOP EXISTING ONE STORY WD FRAME DWELLING EXISTING EAST ELEVATION LE: 1/4" 1'-0" PROJECT KRACKE RESIDENCE EXISTING ROOF AND ROOF 2 SHINGLES TO REMAIN w 4520 PEQUASH AVE, CUTCHOGUE NY 11935 — — — — / \ Z PATE: 06/2026 - - - - - - - - - - - •L PRC3'CT NO. 3525009 J — -- — - -T_ —__�_ ---- -- -- CO REVISION DATE ^ NEW ANDERSEN 400 (5 1 SUBMIT FOR BUILDING PERMIT 06/2025 SERIES WINDOWS TO F' — 2 AS-BUILT CONDITIONS 06/2026 I _ MATCH EXISTING N W3 � WINDOWS. W e: X 4 EXISTING WINDOWS AND C) 000 00 _ JI ---- DOORS TO REMAIN. W_ M EXIST 1 1 EXIST _ EXISTING SIDING TO O REMAIN AND OTHER &D NOTES: E IT ST VENEER TO REMAIN 1.THE CONTRACTOR SHALL VERIFY ALL - - - - - - - - -- - - - - - — — — — — — — — — — EXISTING AND PROPOSED CONDITIONS ON GRIADE THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING SEXIST STOOP CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES EXISTING ONE STORY WD FRAME DWELLING NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. EXISTING NORTH ELEVATION 2.PROVIDE WOOD BLOCKING IN WALL NG FOR ALL ACCESSORIES INCLUDING I BUT NOT LIMITED TO:TOWEL SCALE: 1/4" f-O" BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. EXISTING ROOF AND ROOF 4.THESE PLANS COMPLY WITH THE 2020 SHIINGLES TO REMAIN x INTERNATIONAL ENERGY CONSERVATION C'3 w CODE. x - - - - - - - - -- - - - - - C7 — — — — — — — — -- — — — — — J_ _ T �. EXISTING WINDOWS AND Z -- EXIST J DOORS TO REMAIN. = N NEVW ANDERSEN 400 W x W ---- -- ���~��' SER2IES WINDOWS TO 2— Q --- - MATfCH EXISTING p 60 p0 WIMIDOWS. W M EXIST ;; _ NOTE 1: _ EXISTING SIDING TO aQ M ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO —- REMAAIN AND OTHER z REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED EXIST EXIST EXIST J\ VENIEER TO REMAIN — — — — UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. J GRADE EXIST BILCO NBW EXTERIOR GRAADEDOOR HEADER SCHEDULE EXISTING ONE STORY WD FRAME DWELLING OPENING HEADER UP TO 4'-0" (2)2"X 8" WOOD 4'-0"TO 6'-0" (2)2"X 10"WOOD EXISTING WEST' ELEVATION 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED(MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9'-9" OR LARGER. �T-` ��� PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. V SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS Ho rX C� \ DRAWINGS SUBMITTED FOR EXISTING SHINGLES F AND TOBUILDING PERMIT. INO = ' , WORK TO COMMENCE UNTIL 4 = PERMIT IS ISSUED qr ° O - - - - - - - - - - - a OF-, 0 -- —' ENERGY CODE COMPLIANCE STATEMENT PROPOSED Co IEXISTING WINDOWS AND [11E I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED — [F—i DOORS TO REMAIN. Z DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ELEVATIONS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE NEW ANDERSEN 400 W - N PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH —— _ SERIES WINDOWS TO 2 x SECTION R105.2.2 OF THE 2020 NYS ECCC. MATCH EXISTING p 00 Lu W1 EXIST . EXIST _ . ..._. .. WINDOWS. w \ 2 °'J COPYRIGHT EXIST Tq EXISTING SIDING TO OQ ei ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN REMAIN AND OTHER (Q d CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OFTHE VENEER TO REMAIN vi ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE _ _ _ _ _ _ _ _ _ _ DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. GRAIDE —IN MR EXISTING ONE STORY WD FRAME DWELLING EXIST STOOP OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE EXISTING SOUTH ELEVATION PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO L� BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR SCALE:: 1/8"-1'-0" PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN EI DM VVl rq C>C)N" AN E> E>OO R SC:H EA U LE ( A,NDERSON "400 SERIES" WINDOWS AND DOORS MANUFACTURE) MAX. OPENING S . FT. S . FT. - UNIT UNIT UNIT SIZE SQ. FT. Q Q , NUMBER DE:SCR. OPERABILITY CL.OPN WIDTH HEIGHT VENT T " " „ I 1 2 X3-012 4.0 1116 8.5 7.9 W1 C23 4-0 18 5 16 3 ' „ W2 C"X13 2 & X 3'-0 1 2 5.5 2511 16 311 16 5.9 5.5 TO W3 CW23 4'-91" X 3'-0 1/2" 4.9 22 5/16" 311/16" 10.4 9.8 1 2 a 1/2' 4�2' LOW DENSITY SPRAY /� FOAM APPLIED AFTER WINDOW NOTES: WINDOW INSTALLATION STRETCH-N-SEAL STRETCH-NSEAL � / jJ; 0.10 ALL WINDOWS MEET PART R303 OF THE 2020 RESIDENTIAL CODE OF WINDOW PAN FLASHING �' WINDOW PAN FLASHING WOOD STUD WINDOW NEW YORK STATE BUILDING FOR LIGHT AMID VENTILATION EMERGENCY EGRESS OPENING STRETCH-N-SEAL ALL EGRESS WINDOW HAVE A MIN CLEAR OPENING OF 5.7 SQ FEET. OT TEMPERED GLASS WINDOW PAN FLASHING MIN OPENING HEIGHT OF 24 INCHES.AND MIN OPENING WIDTH OF 20 DRYWALL WINDOW CONTROL DEVICES REQUIRED FOR / INCHES AND MEET PART R310 OF THE CODE © OPERABLE WINDOWS WITH SILL HEIGHT PLYWOOD SHEATHING IAP'€;.a;[�4'wes ALL WINDOWS AND DOORS TO BE SELECTED BY OWNER.G.C.TO LOCATED LESS THAN 24 INCHES ABOVE FINISHED ftR[VERIFY ALL ROUGH OPENING WITH DISTRIIBUTOR.G.C.TO PROVIDE FLOOR AND GREATER THAN 72 INCHES ABOVE mAAN rev€�,,a tun)-.;�2 Izl SHOP DRAWINGS FORARCH APPROVAL PRIOR TO ORDERING FINISHED GRADE. CONTROL DEVICES TO BE �) COMPLIANT WITH ASTM F 2090,WHICH WIL NOT n'�nllrillrLrret l)et E WINDOW SECTION A-A ALL WINDOWS IN BATHTUBS,SHOWERS,STAIRWELLS, DOORS AND REDUCE THE NET CLEAR OPENING AREA TO LESS THAN SCALE:1/2•-1'-0• WITH IN 18"OF FINISHED FLOOR TO BE TEMPERED AS PER CODE THAN REQUIRED FOR EMERGENCY. SECTION R308 ( TOP-SEAL TOP-SEAL TAPE OVER-FLANGIE TAPE OVER-FLANGE TAPE ALL WINDOWS AND DOORS OTHER THAN IMPACT GLAZED WINDOWS AND DOORS TO BE PROTECTED BY 1/2" PLYWOOD PANELS.SEE DRAWING A1B FOR SPEC j �1 PRONCT ALL WINDOWS AND DOORS TO BE ORDERED WITH SDL GRILLS(IF 3 4 LOW DENSITY SPRAY KRACKE STRETCH-N-SEAL APPLICABLE) �// / APPLIEDFOAM WINDOW INSTALLATION FLASHING BEYOND RESIDENCE �j STRETCH-N-SEAL A STRETCH-N-S$EAL WINDOW PAN FLASHING WINDOW PAPN FLASHING \/ / 4520 PEQUASH AVE, B CUTCHOGUE NY 11935 A DATE: 06/2026 --- PROJECT110. 3525009 REVISION DATE TOP-SEAL TAPE WINDOW 1 SUBMIT FOR BUILDING PERMIT 06/2025 OVER-FLANGE TAPE 2 AS-BUILT CONDITIONS 06/2026 3 4 WINDOW SECTION WINDOW DETAILS B-B 5 3 6 1 SCALE:1,/2'-1'-0" SCALE:1/2'-1'-0" NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 4'-0 1/2" 2'_8" 4'_9" 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. CV N CV 3.NO WORK TO COMMENCE UNTIL A o q 4 BUILDING PERMIT IS ISSUES. CM M M PLUMBING WET WALLS TO FALL 4.THESE PLANS COMPLY WITH THE 2020 BETWEEN NEW FLOOR JOISTS TO INTERNATIONAL ENERGY CONSERVATION _ ELIMINATE OVER CUTTING OF CODE. -- -- --------— I I FLOOR JOISTS TO ACCOMMODATE 00 00 Op PLUMBING CONNECTIONS (o Cfl Y WOOD FLOOR JOISTS @ 16"O.C. DOUBLE WOOD FLOOR JOIST TYP PRE-ENGINEERED WOOD CONSTRUCTION SIGN LOCATION: IDENTIFICATION SIGN N N N SIGNS TO BE LOCATED 4 FRAMING DETAIL TYP 2,1" ON ELECTRICAL METER NOTE: DOOR PAN TO BE LEAD-COATED COPPER. PROVIDE DIAMETER MOUNTED ON EXTERIOR AND INSTALL FOR ALL EXTERIOR DOOR OPENINGS. Ir ~ SCALE:1,/1-11 OF DWELLING OR ON COLOR TO BE ADJACENT TO METER. M M M EXTERIOR WALL REFLECTIVE WHITE SIGN NOT TO OBSTRUCT INTERIOR SIDE ALL PARTITIONS THAT ARE E0 COLOR TO BE METER INSTALLED PARALLEL WITH FLOOR FINISHED FLOOR JOISTS TO RECEIVE(2)FLOOR REFLECTIVE RED JOISTS BELOW PARTITION TYPICAL PANTONE(PMS)#187 C23 CX13 C�W23 SIGNS CAN BE PURCHASED ON CASEMENT CASEMENT CASEMENT Y WOOD FLOOR JOISTS @ 16"O.C. WWW.TRUSSID.ORG EXTERIOR SIDE DOUBLE WOOD FLOOR JOIST TYP 1/2" 1" W1 W2 W3 FRAMING DETAIL TYP PRE-ENGINEERED WOOD CONST ID SIGN TYPICAL DOOR PAN SCALE:1/2•-1'-0" SCALE:1/2"-1'-0" � SCALE:NTS 2 �RU RCy EXIST 2X8 WOOD FLOOR JOISTS I 3/4"DIA BOLTS @ STEEL LH 0 44, GIRDER ABOVE SOLID WD 5/8"GYP BOARD Q �f BLOCKING 1/2"THK STEEL PLATE HSS 4X4X1/4 STEEL COLUMN WELDED TO PLATE - NEW(3)2X8 ML BEAM � V� 041'114 v � �rE of STEEL TUBE COLUMN THK. INSTALL STEEL BASE PLATE STEE L TOP PLATE WINDOW/DOOR 51'EEL TUBE COLUMN W/ MEASURING 1/2"X 12"X 9 TOP PLATE MEASURING 1/'2"X 7"X 14"(4)1/2"DIA 12".DRILL AND SET SCALE:NTS BOLTS ANCHORS INTO CONCRETE W/'SET EPDXY-TIE BY SCHEDULE & CON. CELLAR "SIMPSON".REFER TO MANUFACTURES 12" CONCRETE SLAB INSTRUCTION 3/4"DIA X 12"ANCHORS DETAILS SET IN CONCRETE FOOTING SLAB FF EL n 0 J�1/2"THK STEEL PLATE i (4)5/8"X 12" v ❑ HSS 4X4XI/4 STEEL ' A14CHOR BOLTS COLUMN WELDED TO NEW 24"X 24" a PLATE CONCRETE FOOTING 0 G SCPLE: 1/4"l O" C8 STEEL COLUMN DETAIL 10 STEEL BASE PLATE , SCALE:1/2—11-0" SCALE:NTS DRAWN BY: DM :� 5 a� �� 5 +1 't�. � e 'a�rl �� 6 j i� /, ��� i ��,/ `. 'L .% i f b .M, t pIE66rC,U1DE Zi co ,o I u �N G E v E 1 JUN 2 4 2',26 R.: Building DeparIment ------ . _ - 7own of a.i y 3' F: F ,.k ` r w