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HomeMy WebLinkAbout52133-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ° 4 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 $100.00 Total S422.00 I Building Inspector ���� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 litt,l)s,,//www.sotitlioldtoNvnny.go Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only y j� � L.r c , PERMIT NO. Building Inspector, Applications and forms must be filled out in their entirety.Incomplete . ,,a„; y 01 o',$ � applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: Da s 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@architectsmad.com DESIGN PROFESSIONAL INFORMATION: Name:David Martins Architects MAD Mailing Address:18 Midtown Rd, Carle Place, NY 11514 Phone#:631-332-3021 Email:dm@architectsmad.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition WAlteration ❑Repair ❑Demolition Estimated Cost of Project: [--]Other $15.0W00 Will the lot be re-graded? ❑Yes ®No 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 IBNo IF YES,PROVIDE A COPY. 0 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 210.45 of the New York State Penal Law. Application Submitted By(print name):Rosemary Kracke ❑Authorized Agent BOwner Signature of Applicant: r Date: STATE OF NEW YORK) SS: COUNTY OF 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 , 3 day of j um 20 Notaryr ,,.. •• , PROPERTY OWNER AUTHORIZATION � Where the applicant is not the owner I, residing at 0 fill 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 Town Half Annex �� Telephone(631)765-1802 54375 Main Road p � �` Fax(631)765-9502 P.O.Box 1179 Southold NY 11971-0959 u BUILDING DEPARTMENT' IVOTICI OF tJTILI TIO I' OF' TRI�ISS' T P'� CONSTRUCTION PRE-ENGINEERED WOOD CONSTRICTION ANWOR TIMBER CONSTRUCTION Date: ._ _._...__._�.. . Owner: . Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): _w Truss type construction (TT) Pre-engineered wood construction (PW) W_ _gy Timber construction (TC) in the following location(s) (check applicable line): mm� TTm IT Floor framing, including girders and beams (F) _w_ITIT� Roof framing (R) Floor and roof framing (FR) Signature; Name (person submitting this form): A s�_ Capacity(check applicable line): Owner ✓� Owner representative (ARC441*4r) TrussReg15.docx Effective 1/1/2015 Generated by R Scheck b Software CertificateCompliance C�(J Project Kracke Residence Energy Code: 2021 IECC Location: Cutchogue, New York Construction Typer Single-family Project i ype: Afteration Project SubType: None Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false is Renewable 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 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. Enveigpe AsaaMbliea • • . . . ., me 01 Ceiling: Flat Ceiling or Scissor Truss __ _,_ __ ___ --- Exemption: Framing cavity not exposed. Wall:Wood Frame, 16"o.c. Exemption: Framing cavity not exposed. Floor:All-WoodJoistlfruss Exemption: Framing cavity not exposed. Window:Wood Frame 35 0.280 0.300 10 11 SHGC: 0.29 Door:Solid Door(under 50%glazing) 17 0.280 0.300 5 5 Project Title: Kracke Residence Rep ort date: 06/17/25 Data filename: Page 1 of10 • Enerav Credits 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. �►V� 2T1N — �.�...�.�� -- Ei�M�'�ZS Name-Title Sign W e Date Project Notes: Renovate existing kitchen ........... Project Title: Kracke Residence _....... _._... �.... m- .. _....... ...� ..�........ �Report date: 06/17/25 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web C�(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. Sect io Plans Verified ._Field .Verified u Value Value k Re ,ID _ �a _ . ... _ ®em 1, 'Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PRl]1 energy code compliance for the []Not Observable building envelope.Thermal o e and energy compliance ❑Not Applicable envelope 9Y P path represented on construction documents. 103.1, Construction drawings and ❑Complies 103.2, 'documentation demonstrate ❑Does Not 403.8 ;energy code compliance for [PR3]1 lighting and mechanical systems, ❑Not Observable Systerns serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the!EC Commercial Provisions._ 302.1, Heating and cooling equipment. _.ws... .._ .. is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Coolingt Cooling: ❑Not Observable j Manual j or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 HI h Im act�ll � ( _._ ....._. mmmmmmm " ct(TTier 1) 2 Meum Im act(Tier 2j 3 ;Low Impa ier IT3.).... ... ..��_ Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 3 of10 Norm ..... ft� t1 omrm NNe om�mm�rmen F ,. .... ..mow N*lAW9mdNo N .�.. 0 A protective co p covering is installed to ❑Cornplies (F0111112', protect exposed exterior insulation �❑Does Not and extends a minimum of 6 in. below �ra�ie ❑Not Observable ❑Not Applicable 0 , :Snow and ice-melting system controls ❑C'omplies V01712 installed to shut off system when ❑Does Not pavement temperature > 50F and no ❑Not Observable precipitation. ❑Not Applicable Adldliitio"d Comment / sslimpti.ons-. 1 High Impact(Tier 1) �i 2 Medium Impact(Tier 2)^ 3 lL ow Impact(Tier 3) Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 4 of10 dU„ea,...Fm�ield V.eri fied S Complies? Comments/Assumptions un ticrsin il Rau -lo Ins ectoPlaa erfe.. ram Value Value & ReW C .M _. . 1 Door U-factor. U U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR111 ❑Not Observable ❑Not Applicable . 402.1, Glazing U-factor....(area-weighted_ : U-�. .. ... _ o❑C.... �._.....� ............ — mplies see the Envelope Assemblies 1402.3.1, average). ;❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable 30R4] 3 :are determined in ❑Dorm ....... �._.. .�. ........ ___ products ❑Complies 1 es Not e with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1..a-Air barrier and ther.�,,..,....m_........ mal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. []Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Com lies [FR20]1 pis listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/l.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 ..IC-rated recessed lighting fixtures ❑Complies JFR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 Supply and return..�.�.�._ ��.�......_._ ..._ �..�...._m.._.�.. ducts in attics �❑C'omplies [FK12]- insuiated >= K-is 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 [FR13]1 boxes are sealed with ❑Does Not y , joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Cade, as uivo�Hppncauie applicable. 403.3.7 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable _ ... [F17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- 3 . Not Observable ❑Not Applicable - --__--. of 403.4.1 ...�Protection insulation on HVAC ❑Complies [FR24111 piping. ❑Does Not I,_,INot Qbservahle ❑Not Applicable 402.4.6 Electrical and communication ❑'Complies [F2913 boxes installed in the thermal []Does Not boundary of the envelope sealed to limit air leakage between ❑Not Observable <. conditioned and unconditioned ❑Not Applicable _ . G spaces.. .. ._ �.... m act(Tier 2) 3 Low Impact(Tier 3) 1�High Impact.(Tier 1) � 2 Medium I. p .., p,.,� _._. Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 5 of10 ecflo wa __.. .. .._ .. .._ _n Rla s Verified Field Verlfled & Re IO iFraminag /Rough-in Inspection Value Value Q.. Compliesf I Cornmeots/ s�sumptlons 0 1 Ho S a e pip ..... m ❑ R.. .,. �ltu .�a Hot water pipes are insulated to R- R- OC'omplies C 12 � Does Not i�Not Observable .. .�....... ... to m.' r�r�.— .... a.. ... ..m.,..,. ,Not Applicable ... ... -.... e..._ �.�m...�..__.,w� . . �. .... �Mg ,fa A.uutomatic or gravity dampers are ©Cornphes (FRI,9)2 installed on all outdoor air ODoes.Not intakes and exhausts for mechanical ventilation systems. [:]Not Observable ® t No m Iwes Applicable . .� —Ventilation s stems in climate n o� p (FR301^1 zones 7 &8 shall utilize heat or LLDoes Not energy recovery ONot Observable CINot Applicable Additional Comments/Assumptions: 1 Ha h Nm p ._.. 2.. �.. _c n g pact(Tier 1) � 1 Medwm Im act(Tier 2) Low N� act(Tier Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 6 of10 Corrrpll Insulation Inspection PlansaMue "fleField,N refer e. ... .. ..o Section ( _. s? Comnrer fAssurnfrtior�s & Re. ..ID I� ,,,. ....w. .... _ e. , ®. .. .. 303.1 All installed insulation is labeled ❑Compiles (IN).312' or the installed R-values ❑Does Not to provided. ,[:]Not Observable ❑Not Applicable 402.1, Floor insulation R value. R- R :❑Com lies see the Envelope Assemblies 402.2.7 ❑ Wood ❑ Wood ,❑Does Not table for values. [INl]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 402.1, Wall insulation R-value. If this is a R- - R-.... ❑Complies See the Envelope Assembli es 402.2.5, !mass wall with at least IL/2 of the ❑ Wood ❑ Wood i❑Does Not table for values 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass !❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable ........_._-- _� . .. .. ... ... �._ __ .. ,.,_..._ 303.2 all insulatWn is instafled per C1rt orr,fwio' [IN4J1 ;manufacturer's instructions. []Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Imp 1 a h act(�.. � !Me MA„ _ q Ti er1) � edium Impact(Tier 2) I 3 Low Impact(Tier 3) Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 7 of10 ....�.��, � � �.�, .. ..�. .��..- .. . FinalPlans Verified Field ... . ... _ e+rtlor� � � Inspection Provisions Verif Complies? Comments/Assumptions Value Valu& Re ID e 1 402.1, 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 ❑Not Observable 402.25 [FI1]1 ❑Not Applicable 303.1.1.1, Ceilinginsulation installed per � . ..._ o. . , ..._.. A® �,. ......._ ..��...�. _ .... .. .._.. ' r ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable IlNot Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door - R R ❑Complie - ����- -- �� ,... . s [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 -� _...qC. .,.. -,...._.. . _.. �� w ____ _......... . H 50 = ❑Com lies [FI17]1 ach in Climate Zones 1-2, and ❑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 [F127]1 'accordance with ft2 ft2 ❑Does Not ,ANEI/RESNET/ICC 380 or ASTME1554 to determine air []Not Observable leakage with either: Rough-in ❑Not Applicable test:Total leakage measured with a pressure differential of 0.1 inch w.g. acress the System including the manufacturer's air handler enclosure if installed at (time of test. Postconstruction .test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire ;system including the .. nufacturer's air han.J.!c enclosures ...;' tightness 403.3.E Duct test result of<_4 cfm/100 cfm/100 :DComplies [F14]1 cfm/100 ft2 across the system or ft2 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. 403.3.4.1 Air w ........� . ..,__,w ,,.. ., o.,.... o. , .�,,. ....._........____ _._.__W.....dw.W._� .... . handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable FI9 installed for control of primary rpo� � 1 I'ro ra„,rrab,a u,c«7uStau ,.er e«,i«�:�z YV�.1. [ ]2 p ry es Not heating and cooling systems and initially set by manufacturer to ❑Nat Observable code specifications. ❑Not Applicable 403.5.1... Circulating service hot,systems have automatic or water ❑Do. a.._ .. ...w �__ w... .._..... mplies - 2 es Not accessible manual controls. ._ ❑i,ot Obsei_vable ❑Not Applicable 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 8 of10 &.R.#ion Final Inspection Pr. w Sec Plans Value value Feld Verified ovisions � Complies? � Comments/Assumptions bons Value P P 403.2 Hot water boilers supplying heat []Complies (FI26]2 through one-or two-pipe heating ❑Does Not systems have automatic outdoor setback control to lower boiler [:]Not Observable water temperature based on ❑Not Applicable outdoor temperature, indoor temperature or water temperature sensing. 403.5.1.1...,.Heated water circulation systems.... o�. ,., ,w . ,, , : .. .. .: - -....... ...m_. ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems•... _�r��o,.w � � � ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. .� 403.5.3 _ �.__. ..... ....-.�._.� _ _.... Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 4016.2 All mechanical ventilation system ❑r mplies [FI25]2 fans not pa' tested and listed ❑Does Not HVAC equipment meet efficacy and airflow limits per Table [:]Not Observable R403.6.2. —--- . ......,.. . ................ .. ...,n......e.. 403.6.3 Mechanical ventilation systems Ucomplies [FI33]2 tested and verified to meet the ❑Does Not minimum flow rates required by ❑Not Observable Section R403.6. ❑Not Applicable ... 403.5.1.1. Demand recirculation water :❑ mplies Co _ �___�_ ..� .w...., .. ... 1 systems have automatic controls ❑Does Not (FI32)2 to start pump when hot water is ❑ requested. Not Observable ❑Not Applicable n......... .... _. __ ,_um _ ... . . ,., s„ o, ,.,. .e .................,.— 404.1 100°i of permanent fixtures have ❑Coo lies [FI6]1 'high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable [04.1. no cl gas ntinuo lihting pilot light.ems have... ❑C.- �__ .....__� ..•.........w omplies ❑Does Not F]Not Observable mm ❑Not Applicable _. —-�� A 1 Hrgh Impact(Tier 1) pact(Tier 2) 3 Low Im act(Tier 3) � .. 2 ,Medium Impact ... Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 9 of10 a R io .,,.4 final Inspection provision � Ala lereified � Elel oefietf Cornplies2 „Cornments� surniatlo.n s ... Vuil va:l 404.ep !o 1" w .. .. g g, „e.. . .�. .... 1 Exterior lighting �..�.. htin for multifamily ❑Complies (1`135)3 buildings shall comply with ❑Does Not Section C405.4. ❑Not Observable ❑Not Applicable 4042( �� be controlledtinterior witheither lghting shall ODo mplies Not _.� ..._ .. .. . ..e dimmer,occupancy sensor or other control built into the ❑Not Observable fixture. []Not Applicable 4043 Exterio.... r lighting >= 30 watts ❑Complies iF13"71) shall have the following controls: ❑Does Not. manual on/off switch with �iNot Observable automatic shut-off, automatic shut-off in daylight hours,and ❑Nat Applicable controls that override automatic shutoff that returns to automatic control within 24 hours. �..... .....�— �. .. . 401,3 Compliance certificate posted ❑Complies (F12,)2 with building specifications and ❑Does Not compliance path and results. ❑Not Observable ❑Not Applicable "�03LL3.. , Man ufacturer .�._.�.. .._ .�..��.� . w_w�... _ �.... ..... manuals for ❑Complies (FIISI'a mechanical and water heating (]Does Not systems have been provided. ,-IFlot Observable ❑INot Applicable Additional Comments/Assumptions: 2 ediu mmpactm.....T�.e..r 2)�..w i. Low Impact a (Tier 3)T1High Impactier1) Project Title: Kracke Residence Report date: 06/17/25 Data filename: Page 10 of10 Effidency Certificate MMEMMOMMOMMMMUMM Above-Grade Wall 0.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 0.00 Ductwork(unconditioned spaces): Window 0.28 0.29 Door 0.28 Heating System: Cooling System: Water Heater: Name: Date: Comments AX SURW WARM ve L now-" MICE" n TM w �a'"a'&�+c�� � aWM WALr'M IME mix MOANr,t� 6 +ewer �u�0m,MOM � 'MOT e�iuxmarvgm�� t�sl nc icu ra a+ Cad r k reap.b"IL mwr K IV w r weer Twat coo raeausrti�w N rt Imol Rlr+.rl,sad NOR Ywic Il1ol tOL 631.T2T�3C3 lac b31.TSTDI!�4 ointryvu�arrigtiser>r+grom I l�F L Ytx t.ea d Sur vae or 7►+orrrss G.Y4�t e�C mil.&&Saner ro"—� !� .'Tar L Arc-Mact Douglas I-Adam.Profee3lcrWal F�gktser s SITE DATA .\ AREA = 35,000 W- PT. O it \J \ p,O p p SLRVEYORS CERTIFICATION •�HEREBY GMTIFY TO EDWAR0 E. 130C / MADELEINE JEAN BOCCIA THAT THIS PREPARED IN AGGORDAN;E WITH THE LAND SUQVEYS ADOPT®BY TFE NM4 Y OF PRDFC'S910NAL LAND SAWLYoRs. "0 � ��,✓'"� � � '" � FL2INNRD W.YDUN6,N.YS.Ls.NO.49D0 "" ��•• f t Y''' ROAD SURVEY FOR 2-1 " - MADELEINE .JEAN BOGGIA at Guthogue, Town of Southold 00 Suffolk County, New York; SURVEY p4 county Tax Map oao-mt 1000 sectbn 110 M—k 05 Let w PI1^" �1P'Ll•TLD • .25,2005 MAF FFWARW SEYT,50,2006 p� �� Q! Record of Revlelons * �So r7��\'�'� FMCORD Of ReASICNS DATE Ica ,• 01( � O 20 40 eo a \ Scales 1" � 40' I or 1 O MONUMENT 5ET ■e MONUMENT FouND A.5TAKE 5>=T A■ 5TAKE FOUL i uy 1Y!':11U'r.'!!ROAD �'2170 PART F PLACL tIY i1514 VP PARCHI I Fr'SI.'O.006' PROJECT KACKE RESIDENCE 4520 PEQUASH AVE, CUTCHOGUE NY 11935 DATE: 06/2025 PPOJECT NO. 3525009 REVISION STATE 1 SUBMIT FOR BUILDING PERMIT 06/2025 2 3 4 5 6 !'.3TES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES i «. MUST BE BROUGHT TO THE ATTENTION OF 771 17 ,; THE ARCHITECT PRIOR TO COMMENCING I CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR LI HIDDEN CONDITIONS WHER E APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL F BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, Er- k �€ ,0. ETC. _ � s a ..... �`.: '- �'. 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. BRED ARC �`r�oGpFLHO Mqy% >NJ J OW14 grFoF N � PROJECT TITLE SCALE: AS NOTED DRAWN BY: DM I i GENERAL NOTES ON CODE COMPLIANCE SITEWORK NOTES WOOD AND CARPENTRY y 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 COUNCIL'S 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 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 FUMES 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,BRACING,OR STRUCTURAL o FUEL GAS CODE SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT,SETTLEMENT,OR COLLAPSE OF 2. STRUCTURE IS DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY THE 2015 o ENERGY CONSERVATION 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. ,z Isl»r(NI'll ROAD tQn2i) • 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 tul 332 3 r21lis,e YORK STATE ENERGY CONSERVATION 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 3. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF „332 3iJ21 FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. ('.{:�Ak:a�l'Icaa=so.coM OTHER REFERENCE:STANDARDS USED: REQUIREMENTS OF SEISMIC DESIGN CATEGORY B OR BETTER PER 2020 NYS RC.FOOTINGS CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS. 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 DRAWINGS AND SHALL BE INCORPORATED INTO THE 25. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO 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 ELIMINATES 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, PROJECT 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 KRACKE 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. RESIDENCE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL SILLS AND SLEEPERS ON SLAB TO BE PRESERVATIVE-TREATED IN ACCORDANCE WITH WND DE51GN SURJFCTTODAMAGFFROM 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 GROUND N1,ND SIESMIC WINTER IOESFIIELD FLOOD AIR MEAN CONDITIONS ARE PRESENT. SNOW SPEEDFT-E'11E MiC SPECIAL BORNE DESIGN FROST FRECZING ANhUAI BARRIER. LOAC (MPH) i WIN ZONE CAT0.00RV WEATHERING DEPTH TERMITE CESIGN UNCERWYMENT HAZARD INDE% TEMP RFtiION TFM' RECUIRED 10. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER FROM THE SITE MODERATE B NO �D�as= '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 DRAWINGS FOR FOOTING SIZE b. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS 4520 PEQUASH AVE, NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THISTABLE. 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 OF LESS THAN'/z INCH ON TOPS,SIDES,AND ENDS,SHALL BE CUTCHOGUE NY 11935 FROM STRUCTURES NATURALLY OR IS PIPED TO DAYLIGHT OR STORM DRAINAGE. DISTURBED BY CONSTRUCTION. PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. DESIGN LOADS: DATE: 06i2025 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 POURED CONCRETE OR A c. FASTENERS FOR PRESERVATIVE-TREATED WOOD ARE TO BE HOT-DIPPED,ZINC-COATED PROJECT NO. 3525009 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 REVIS!I!hl DATE EQUIPMENT." ON CENTER(D.C.).SPACING FOR TWO-STORY STRICTURES SHALL BE 36"O.C..PROVIDE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS 0111/2"OR GREATER T SUBMIT FOR BUILDING PERMIT 06/2025 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.COORDINATE WITH FRAMING. STEEL BOLTS. 2 CALLED FOR IN TABBLE R301.5 2020 NYS RC.ANY INCREASE IN LOADS DUE TO CHANGE IN 3 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. 4 6. PROVIDE TERMITE SHIELD AND CLOSED CELL FOAM Slll SEAL AT SILL PLATE.INSTALL STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. RUN GRAVEL. ACCORDING TO MANUFACTURERS RECOMMENDATIONS.SILL PLATES SHALL HAVE FULL 5 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. s USE _ LIVE LOAD 14. CONSULT WITH OWNER FOR LANDSCAPING PLAN,PROPOSED PLANTING SELECTIONS,AND 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. NOTES: UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 PROVIDE CONTINUOUS LOAD PATH FROM HOLODOWN TO FOUNDATION. 1.THE CONTRACTOR SHALL VERIFY ALL HABITABLE ATTICS AND ATTICS SERVED WITH FIXED 30 15. COMPLETELY CONTROL AND REMOVE ALL DEMOLITION DEBRIS,SCRAPS&DUST. 8. PER 2020 NYS RC SECTION R405:DRAINS SHALL BE PROVIDED AROUND"CONCRETE OR EXISTING AND PROPOSED CONDITIONS ON STAIRS MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES 8. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND IN THE CONSTRUCTION DOCUMENTS WITH BALCONIES(EXTERIOR)AND DECKS 40 DEMOLITION LOCATED BELOW GRADE"UNLESS"...THE FOUNDATION IS INSTALLED ON WELL-DRAINED STRUCTURAL NOTES. THOSE AT THE SITE.ANY DISCREPANCIES FIRE ESCAPES 40 GROUND OR SAND-GRAVEL MIXTURE SOILS ACCORDING TO THE UNIFIED SOIL MUST BE BROUGHT TO THE ATTENTION OF 1. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS CLASSIFICATION SYSTEM,GROUP 1 SOILS,AS DETAILED IN TABLE R405.1" 9. PROVIDE ALL FLUSH FRAMED JOISTS,HEADERS,RAFTERS,AND RIDGE BEAMS WITH THE ARCHITECT PRIOR TO COMMENCING GUARDS AND HANDRAILS 200 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 NOT REPORTED TO THE ARCHITECT ONCE 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 WORK HAS COMMENCED,EXCEPT FOR ROOMS OTHER THAN SLEEPING ROOMS 40 SALVAGED,OR TO REMAIN THE OWNER'S PROPERTY. FINISHED GRADE.MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8"PORTLAND CEMENT LESS THAN 11/2 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 SHALL BE DAMPPROOFED IN MASONRY OR CONCRETE...THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT,OR A STAIRS 1 40 3. EXISTING 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 2.PROVIDE WOOD BLOCKING IN WALL NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. SOILING DURING SELECTIVE DEMOLITION.WHEN PERMITTED BY THE ARCHITECT,ITEMS MAY 1. BITUMINOUS COATING FRAMING FOR ALL ACCESSORIES JOIST,BEAM OR GIRDER.THE Slll PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING INCLUDING BUT NOT LIMITED TO:TOWEL BE REMOVED TO A SUITABLE,PROTECTED STORAGE LOCATION DURING SELECTIVE 2. THREE POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT AREA OF 48 SQUARE INCHES"."JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING 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 BARS,TOILET PAPER HOLDERS,SHELVING TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ASTM C 887 ATTACHMENT,ROBE HOOKS,GRAB BARS, . STRUCTURAL MEMBER ALLOWABLE DEFLECTION MINIMUM THREE 100 FACE NAILS.." ETC. HAVING SLOPES GREATER THAN 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 RAFTERS H FINISHED AVIN Ia 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 3.NO WORK TO COMMENCE UNTIL DAMAGE.IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED NOMINAL 2 INCHES X 12 INCHES(ROOF AND FLOOR)AT INTERVALS NOT EXCEEDING W-O". BUILDING PERMIT IS ISSUES. 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. 4.THESE PLANS COMPLY WITH THE 2020 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 INTERNATIONAL ENERGY CONSERVATION CEILINGS WITH BRITTLE FINISHES(INCLU)ING PLASTER L/360 5. REMOVE AND REINSTALL:REMOVE ITEMS INDICATED;CLEAN,SERVICE,AND OTHERWISE VENTILATED AND PROVIDED WITH ACCESS IN ACCORDANCE WITH 2O15 IRC R408.1 AND 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(INCLUDING GYPSUM L1240 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 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 1 1 BOTTOM PLATE.TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER EXTERIOR WALLS.-WIND LOADS WITH FLEXIBLE FINISHES H/120 7. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER 2. ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FORM TRUE LINES,SQUARE LOAD BEARING WALLS. LINTELS SUPPORTING MASONRY VENEER 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 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. 8. DURING DEMOLITION NOTIFY ARCHITECT OF ANY CONDITIONS THAT DIFFER FROM THOSE 3. REINFORCING BARS SHALL CONFORM TO ASTM A625:MINIMUM 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 STRUCTURE 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 TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. 9. PROVIDE PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED,OF EXISTING CONDITIONS MANUFACTURER'S SPECIFICATIONS. REQUIRED TO ACCOMMODATE ALL LIVE,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 PREVENT AIR POCKETS AND DAMAGE CAUSED BY SELECTIVE DEMOLITION OPERATIONS. HONEYCOMB EFFECT. 16. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC R602.6. BETWEEN THESE ELEMENTS ARE MADE. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF GENERAL NOTES'TO CONTRACTOR 10. DISPOSAL:PROMPTLY DISPOSE OF DEMOLISHED MATERIALS.DO NOT ALLOW DEMOLISHED 6. DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS. THE STUD LENGTH.NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED MATERIALS TO ACCUMULATE ON-SITE. 25%OF THE STUD DEPTH.BORED HOLES SHALL NOT EXCEED 40%OF THE STUD DEPTH AND 1. IF THE ARCHITECT IS NOT EMPLOYED BY OWNER TO PROVIDE REGULAR CONSTRUCTION 7. CONCRETE IN CERTAIN LOCATIONS MUST BE AIR-ENTRAINED WITH AN 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 THE CONTRACT DOCUMENTS SHALL BE BY THE OWNER. 11. 00 NOT BURN DEMOLISHED MATERIALS. AND MEET MINIMUM COMPRESSIVE STRENGTHS AS SPECIFIED IN TABLE R402.2 MINIMUM 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 �0 A R THEM. CONSTRUCTION STRENGTH"IN SEVERE WEATHERING ZONE THE LIMITATIONS OF 2020 NYS RC R802.7. R C 2. PRIOR TO SUBMITTING A PRICE PROPOSAL FOR THIS WORK,CONTRACTOR SHALL EXAMINE BASEMENT WALLS FOUNDATIONS AND OTHER 2,500 `�'�Gp LHO M >1 THE CONTRACT DOCUMENTS AND BECOME ACQUAINTED WITH ALL GOVERNING CODES, 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. ORDINANCES AND CONDITIONS OF THE WORK.NO EXTRAS OR CHANGE ORDERS WILL BE BASEMENT SLABS AND INTERIOR SLABS ON 2,500 Ln ALLOWED DUE TO FAILURE TO UNDERSTAND THE CONDITIONS INVOLVED. 14. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE GRADE,EXCEPT GARAGE FLOOR SLABS 19. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS. t° 3. PRIOR TO THE START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURAL,ELECTRICAL,OR MECHANICAL CONDITIONS. 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 p41 7T 4 ARCHITECT OF ANY CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. 15. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS CONCRETE WORK EXPOSED TO THE WEATHER BE LESS THAN 31/2". BEFORE STARTING SELECTIVE DEMOLITION.COMPLY WITH HAULING AND DISPOSAL PORCHES,CARPORT SLABS AND STEPS 3,500 qTf OF N 4. CONTRACTOR:SHALL REPORT ANY DISCREPANCIES IN PLANS AND DETAILS TO THE OWNER OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION. EXPOSED TO THE WEATHER,AND GARAGE 21. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ARCHITECT Al 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'-O"O.C. 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 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 ANY EXISTING OF NEW URA FRAMING TO CLARIFY AND OR MOISTURE CONFIRM DAMAGE DESIGN INTENT AND CALL OUT DOTES 5. DO NOT SCALE DRAWINGS.WRITTEN 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. SELECTIVE DEMOLITION ACTIVITIES 23. ALL FRAMING LUMBER TO BE HEM FIR#2 OR BETTER,UNLESS NOTED OTHERWISE.NEW . 6. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS.NOTIFY 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-WAIL VERTICAL 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. WALLS,SLABS,OR MASONRY. SCALE: AS NOTED 19. UTILITY REQUIREMENTS:LOCATE,IDENTIFY,SHUT OFF,DISCONNECT,AND SEAL OR CAP OFF INDICATED UTILITY SERVICES SERVING BUILDING TO BE SELECTIVELY DEMOLISHED AS 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. REQUIRED. CEMENT,THREE PARTS SAND AND 2 PARTS PEA GRAVEL. 25. ALL FASTENERS,STRAPS,AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED GALVANIZED.VERIFY THAT GALVANIZATION AND COATINGS FOR FASTENERS,STRAPS,AND 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 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 PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S 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 I F�4(t l T. Figure 3.10b Ridge Beard and Ceiling Joist Detail SECOND FLOOR WOOD STUDS @ 16"O.C. ,,..�'" �, • • • rr"' {It.tllre Cif � r�c ''_-. , '. EGRESS GENERAL SAFETY AND FALL PREVENTION L a(t r�I ` stn lei) i-. � i•, ri • + • r � !'iEatt d.la Bfads and Headers Araa.td Walt Q{athbigs -Ridge Idg@ SDA/d 1. R305 MINIMUM CEILING HEIGHTS PER 2020 NYS RC: l I �� �' '. _� _ a. T-0"IN ALL HABITABLE ROOMS _ - �" /� _ r "T`= Rafter (Collar i3cam} / Sig 3N.i�T ` ` -�-._y �� --GDLIar Tlta(C 11 b. 6'-8"IN BASEMENT ~ € w a )+�s�o 3.2.6.E} / - attic p In Upper 3.2.6 of - -t►- w t1, attic space) c. 6'-4"IN BASEMENT UNDER BEAMS,GIRDERS,DUCTS OR OTHER OBSTRUCTIONS -- -- " IT2. R 308 GLAZING IN HAZARDOUS LOCATIONS AS DETERMINED BY 2015 IRC R308.4 SHALL COMPLY WITH THE REQUIREMENTS OF 2020 NYS RC R308.3. taste.�t . ' i i • k IrIJ'1't+l I l i ai} seyrs 3. R310 AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING IS REQUIRED PER 2015 2 s s / 1 I ° _' ` �Cofllrlg4X8 CDX PLYWOOD TO BE CENTERED OVE GROUND FLOOR WOOD IRC SECTION 310 IN BASEMENTS,HABITABLE ATTICS,AND ALL SLEEPING ROOMS. RIM BOARD TYPICAL STUDS @ 16"O.C. parallel to a. OPENING AREA SHALL COMPLY WITH MINIMUM REQUIREMENTS OF 2020 NYS RC ratters 11310.2.1: TYP. PLYWOOD SHEATHING I. °THEY SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET, EXCEPT FOR OPENINGS AT GRADE FLOOR OR BELOW GRADE,WHICH SHALL HAVE Figure 3.2a Sill Plate Anchorage to Concrete Foundation Wall A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. •..,� , ,.., g:.,,.r�P Figure 3.8b Corner Stud Hold-down Detail ii. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES . € '.„ " . .4 Steeds iii. THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. , ,r. 1&11€DI[21NY 11 G402o w,jr, �'" �,�,..,"., wall stt:a was etas f,A'1.!'.Plar,F NY 11674 `�r,'�' � AYICrt{t�Dalu ilKf , 2 `'w 8attor"Plate flOttaMt PIatR (6.,11 332 C21 b. MAXIMUM SILL HEIGHT:44"A.F.F.(2020 NYS RC R310.2.2 � -- `" �� w,at},er=.=sagalr•d t ) ( f � Sit Plats Anahm Bak Areehsr Balt tl"h�kRC}itstC St{A('^6k1 c. WINDOW WELLS ALLOWING AN EMERGENCY ESCAPE AND RESCUE OPENING BELOW ,;' I, •�t • (see 3.z.,?) GRADE SHALL (2020 NYS RC R310.2.3) {ser s 7 t,3aaa) :I " r,. SIMPSON STRONG-TIE t Oct at=t i. HAVE A HORIZONTAL AREA OF NOT LESS THAN 9 SQUARE FEET. CS-16 COILED STRAP ,: _. E 1' " ElTdwau (16)SD NAILS s • tr ii. ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. %_ • . Corner stud i>"~' �I Hold-down connected to SIR Plata all Plat• iii. IF MORE THAN 44 INCHES IN VERTICAL DEPTH,BE EQUIPPED WITH A I:i • . . • PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE .)'' transfer shear ,tl aJl 3 i ° ��,.• . „ •-•--�^-Steer Strap Stoat 3trst�lapped tad or oil PNta /' ^2-16d Common {sco 82?1) (sea 32-2-3) FULLY OPEN POSITION WITH DIMENSIONS PER R310.2.3.1. � ,, ., rS.t .Al • `` a,ans at e"et. iv. 13E DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDING'S ( °� , -' DtU."JW'140O'r FOUNDATION DRAINAGE SYSTEM OR BY AN APPROVED ALTERNATIVE METHOD. I r "xi` I P^IIECT 4. R311 MEANS OF EGRESS a. 311.3(LANDINGS ARE REQUIRED OUTSIDE OF EACH EXTERIOR DOOR,AND ARE TO HAVE TYPICAL. SHEAR WALL KRACKE FRAMED OPENING STRAPPING RESIDENCE NT5 A WIDTH NOT LESS THAN THAT OF THE DOOR SERVED AND A MINIMUM DIMENSION OF 2 i._..___.__.. ._ __.-....... .. __."_,._.."._ ."_.._"._____.,., ..,""_ ___._.._____1 36 INCHES IN THE DIMENSION OF TRAVEL AND A SLOPE NOT EXCEEDING T/4 VERTICAL Figure 3.4a Joists Framing on a Solid Sawn Clirdger UNITS PER 12 HORIZONTAL UNITS(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. Foundation Sill Plate c. 311.7"STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED Brldging 4520 PEQUASH AVE, HEADROOM HEIGHT.HANDRAIL'S SHALL 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 BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL BE NOT DATE: osi5 Stud �, PRfllECT NO. 3525009 009 LESS T14AN 31 1/2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 21 Stud INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES." Plate at» Bottom Plato ' REVISIgN DATE d. 311.7.2"THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES I WD FUR JOIST Plat ° �bflooring I 1 SUBMIT FOR BUILDING PERMIT 06/2025 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 _ io-16D NAILS 3 ALLOWABLE LOAD 1,785# i 4 STAIRWAY." " 1/2' sand Sill e. 311J. coNc 3"A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 147 / i/2" Joist ,) ti Plate a1s ;# j 5 INCHES BETWEEN FLOOR LEVELS OR LANDINGS:' OR Joist ,j � Girder Jt f. 311.7.5 RISERS SHALL BE NOT MORE THAN 73/4 INCHES,AND TREADS SHALL BE NOT FOUND LESS THAN 10 INCHES.NOSINGS SHALL PROJECT NOT LESS THAN 1/4 INCH AND NOT GRADE , :' -• NOTES: MORE THAN 11/4 INCHES ON STAIRWAYS WITH SOLID RISERS.MAXIMUM 3/8"TREAD SIMPSON STRONG-TIE pj udele Stud 1.THE CONTRACTOR SHALL VERIFY ALL AND RISER VARIANCE WITHIN STAIR RUN.MINIMUM TREAD WIDTH 6"AT WINDERS. WRAP colt STRAP @ 16"o.c. EXISTING AND PROPOSED CONDITIONS ON WRAP AROUND SILL THE CONSTRUCTION DOCUMENTS WITH „ `i' ," SIMPSON STRONG-TIE • g. R311J.6 THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 3"x3"BP AT ALL ANCHOR BOLTS ',`°�� LCB@ALL PORCH POSTS Generated by REScheck-Web Software STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT WFCM TABLE 32A 2001&12"OFF CORNERS SIMPSON STRONG-TIE ALLOWABLE LOAD 6,270# . Figure .�C Joists Framing On a Steel Beam THOSE AT THE SITE.ANY DISCREPANCIES ALLOWABLE TENSION LOAD 1,235# HD5A @ ALL PORCH POSTS MUST BE BROUGHT TO THE ATTENTION OF LESS THHAN THE WIDTH OF THE FLIGHT SERVED...WHERE THE STAIRWAY HAS A 5/8"DIA.X 12"ANCHOR INTO CONCRETE Compliance Certificate THE ARCHITECT PRIOR TO COMMENCING STRAIGHT RUN,THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 AL x 3"BOLTS INTO POST ALLOOWW ABLE LOAD 3,705# CONSTRUCTION.THE CONTRACTOR SHALL INCHES. Bridging BE RESPONSIBLE FOR DISCREPANCIES h. R311.7.8 HANDRAILS WITH A HEIGHT OF 34"-38"ABOVE NOSING SHALL BE PROVIDED - y .�- NOT REPORTED TO THE ARCHITECT ONCE ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH �- 12-IOD NAILS TO STUD WORK HAS COMMENCED,EXCEPT FOR FOUR OR MORE RISERS. UPLIFT 1,360# Project Kracke Residence _ HIDDEN CONDITIONS WHERE APPLICABLE. i: TIE TO PROVIDE CONTINUOUS r � ..-�"" I. R311.8 RAMPS ARE TO BE IN ACCORDANCE WITH R311.8 AND ARE TO HAVE BP SUPPORT FROM STUD TO TOP OF EnergyCode: 2021 IECC I. AMAXIMUM SLOPE OF ONE UNIT VERTICAL IN 8 UNITS HORIZONTAL PLATE To RAFTER. Location: 2.PROVIDE WOOD BLOCKING IN WALL Cutchogue, New York I FRAMING FOR ALL ACCESSORIES ii. A HANDRAIL 34- INCHES IN HEIGHT WHEN SLOPE EXCEEDS ONE UNIT Nos�,e Construction Type: Single-family Joist INCLUDING BUT NOT LIMITED TO:TOWEL VERTICAL IN 12 UNITS HORIZONTAL. 8„'MIN c° Project Type: Alteration - "I BARS,TOILET PAPER HOLDERS,SHELVING . __. 5. R312 GUARDS AND WINDOW FALL PROTECTION I ATTACHMENT,ROBE HOOKS,GRAB BARS, a. R312.1 PORCHES,BALCONIES,AND STAIR LANDINGS LOCATED GREATER THAN 30" - CONC Climate Zone: 4 (5572 HDD) ,� ETC.GRADE ABOVE ADJACENT FLOOR OR GRADE ARE TO BE INSTALLED WITH GUARDS NOT LESS FOUND Permit Date: a THAN 36 INCHES IN HEIGHT ABOVE THE WALKING SURFACE.GUARDS SHALL NOT HAVE SIMPSON STRONG-TIE Permit Number: a 3.NO WORK TO COMMENCE UNTIL A OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4"IN DIAMETER. SPH4 @ 16"O.C. All Electric false BUILDING PERMIT IS ISSUES. SIMPSON H4 SIMPSON H2.5 Is Renewable false Steel Beers b. "R312;t WINDOW FALL PROTECTION.WINDOW FALL PROTECTION SHALL BE PROVIDED 3"x 3"BP AT ALL ANCHOR BOLTS 5-8D NAILS TO STUD 5-8D NAILS TO RAFTER - '` 4.THESE PLANS COMPLY WITH THE 2020 5/8"X 12"ANCHOR BOLTS AT 36"O.C. 5-SD NAILS To PLATE 5-8D NAILS TO PLATE Has Charger false IN ACCORDANCE WITH SECTIONS R312.2.1 AND R312.2.2. WFCM TABLE 3.2A 2001&12"OFF CORNERS UPLIFT 360# UPLIFT 415# INTERNATIONAL ENERGY CONSERVATION I. R312.2.1 WINDOW SILLS.IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF SIMPSON STRONG-TIE Has Battery: false CODE. AN OPERABLE WINDOW OPENING 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 GREATER THAN 72 INCHES ABOVE THE FINISHED GRADE OR (USE WHEN STUDS AND RAFTERS DONT ALIGN) Figure 3.11b Root Openings-Gable Dormer OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: - Construction site: Owner/Agent: Designer/Contractor: Ridge Board 1• OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4520 PEQUASH AVE ROSEMARY KRACKE DAVID MARTINS 4.-INCH-DIAMETER SPHERE TO PASS THROUGHT THE OPENING WHERE THE CUTCHOGUE, NY 11935 4520 PEQUASH AVE ARCHITECTS MAD OPENING IS IN ITS LARGEST OPENED POSITION. SIMPSON STRONG-TIE CUTCHOGUE,NY 11935 18 MIDTOWN RD Double 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION HH CALL HEADERS _ 516-633-4285 CARLE PLACE,NY 11514 Trimmer Rafter SPANS GREATER THAN 6 FEET - rosemarykracke@gmail.com 631.332-3021 DEVICES THAT COMPLY WITH ASTM F 2090. dm@archtiectsmad.com 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL Ratter. ;.. DEVICES THAT COMPLY WITH SECTION R3122.2. SIMPSON H2A ® _ • '' , ' , •. i 5-lOD NAILS TO RAFTER ,e?b.°.•:..,.:'<';''- ,'-±`. '� 'r ' n. F,312.2.2 WINDOW OPENING CONTROL DEVICES.WINDOW OPENING CONTROL i 5-lODNAILSTOSTUD 'I'°°"`'°`°"""'�" '°^'�"""°�='� "� '''"' -«``pp`���`> %�- -�� _��^�� `� � � y ��,- �--•-� DEVICES SHALL COMPLY WITH ASTM F 2090.THE WINDOW OPENING CONTROL UPLIFT450# SIMPSON DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE H A @ 1650.C.ANDI12"FROM ENDS X 1 WINDOW TO FULLY OPEN,SHALL 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 in REScheck.Each slab-on-grade THE WINDOW UNIT TO LESS THAN 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-value and depth requirements. 8-10D NAI LL HIP CORNERS LS TO RAFTER 8401)NAILS TO PLATE UPLIFr3,367# Envelope Assemblies SINGLE NAILED E POUR ENDWALL RIM JOIST M f £ INSTALLATION PORTION f ® d CORNER STUD - HOLDOWN CONNECTED TO ° TRANSFER SHEAR 13 1/2" Ceiling:Flat Ceiling or Scissor Truss Double" - COMMON ° Exemption: Framing cavity not exposed. - - -" Header NAILS ONE#4 / NAILS @ 6"O.C. : REBAR IN Wall:Wood Frame, 16"o.c. --- --- --- --- --- --- RED A�C SHEAR CONE Exemption: Framing cavity not exposed. OR •.. J✓2"MIN. Floor:All-Wood OISt/TfUSS ��� �pE LH0 y9 • CORNER Exemption: Framing cavity not exposed. -- - -- " SIMPSON STRONG-TIE HPAHD Window:Wood Frame 300 1 280 0 35 0. . 0 11 Figure 3.6a Floor Opening"Stairway a\� " t� CORNER HOEDOWNS-USE"SIMPSON"HDU8SDS2.5 SHGC:0.29 F"Ito=tinB �As•e, SO '4 Door:Solid Door(under 50 (20)SDS 1/4"X 2.5"WOOD SCREWS u/a glazing) 17 0.280 0.300 5 5 (1)5/8"DIA X 12"STEEL ANCHOR ALLOWABLE LOAD 6,970# Milt StrtnTOff DRILL AND SET 5/8"DIAMETER ANCHORS 81/2"MIN INTO CONCRETE.HOLE TO BE N vJ` 041714 11/16"DIAMETER.FILL HOLE HALFWAY WITH"SET EPDXY-TIE"BY"SIMPSON"IF Energy Credits f ,,-Double Mate JfJ� TEMPERATURE IS BETWEEN 40 AND 100 DEGREES. FILL HOLE WITH"AT-ACRYLIC 7 TIE"IF TEMPERATURE IS BETWEEN 0-40 DEGREES.REFER TO MANUFACTURES Dottie Stud FOF NE`N INSTRUCTIONS FOR MIXING AND CLEANING HOLES.SEE GROUND FLOOR PLAN FOR ' LOCATIONS Tail "' NOTE 1: Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other Joist GENERAL NOTES, TYPICAL FOUNDATION ANCHORS BOLTS TO BE 5/8" calculations submitted with the permit application.The proposed building has been designed to meet the 2021 IECC requirements in t-- DIAMETER X 12"DEEP 12"OFF CORNERS AND SET @ 36" REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. l STRAPPI G O.C.AS PER.(WFCM TABLE 3.2A 2001) Ttllmtseet DAvtrtl 1'►'1p2nti3 -Aac,HtT>=ca f. DETAILS, & 002 NOTE 2: Name-Title n ture Date' r � stud € :r gynttoart,rg REFERENCE STANDARD USED IN DESIGN OF STRUCTURE (WFCM 2001)SEE ELEVATIONS FOR LINE OF STRAPPING Project t Notes: o Renovate k' RESCH ECK DETAILS AS PRESCRIBED ABOVE g kitchen Tall NOTE 3: joist ` SCALE: AS NOTED ALL STEEL CONNECTORS AND NAILS ATTACHED TO A.C.Q. �TWe LUMBER TO BE HOT DIPPED GALVANIZED,Z MAX taei 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 R 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 DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, 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. I'aS'P 17N''EY: DM I COVER W/ROOF SHINGLE Lai RAFTER TIES @ 16"O.C. CONTINUOUS RIDGE VENT COBRA RIDGE CAP _ MODEL'CS20' RIDGE VENT OR EQUAL INSTALL AS MIN(14)10-D NAILS 12" PER MANUF'S 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 RIDGE O MODEL'CS20' #15 ROOFING FELT OVER O 1/2"THK(COX.)PLYWOOD o DBL.TOP PLATE _ • •• - " O O - FELT OR HOUSEWRAP MIN(14)10-D NAILS ALL JOINTS TO BE O O 1"MIN.AIR SPACE TAPED&SEALED ^i 1 Ic s11111 I 5/8"CDX PLYWOOD ; W SHEATHING 18 MIDTOWN ROAD c.2nzi' O ' CARU PLACE NY 11514 1\I1 TJI INSULATION ln'1l-332-3n21 RIDGE BOARD OR BEAM 1 OR ROOF RAFTER ROOF RAFTERS(SEE (SEE PLANS) _ I' DIM ENSIONAL 16 n€r ARCIIrIFr!sMAnror PLANS FOR SIZE& _ LUMBER CENTERS SPACING) ----� 2"x 6"STUDS @ 1611O.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-RAFTER CONNECTION TYP.@ EACH RAFTER n TYP. RIDGE VENT DETAIL 3 RAFTER TIE DETAILS TYP.@ EACH RAFTER TYPICAL FLOOR JOISTS SPACING AND METAL G TYPICAL EXTERIOR WALL CONSTRUCTION KRACKE 1 Cj_ MODEL'CS20' BYSIMPSON STRONG TIES G MODEL'LTS' BY SIMPSON STRONG TIES '1 CROSS BRACING J RESIDENCE TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE 1"x3"VINYL COATED WD.CASINING USE EVERY OTHER NAIL HOLE NUMBER NUMBER (TO BE REPLACED OR REPAIRED 1I'�HOOw IN A ROW TO PROVIDE THE JOINT DESCRIPTION OF COMMON OF BOX NAIL SPACING AFTER EACH INSTALLATION) 9 �iyjT 4520 PEQUASH AVE, x 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 h� 1"x2"WOOD SPACER / PROJECT N0. 3525009 MIN(14)10-D NAILS MIN(14)10-D NAILS EA. RAFTER TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER RAFTER PREDRILLED FASTENING • HOLES @ 9"O.C. / - a REVISION DATE ° CEILING JOIST TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER JOIST / + DBL.TOP PLATE 1 SUBMIT FOR BUILDING PERMIT 06/2025 WALL STUD 36"-42" ;j F- 2 II = CUT CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP / 3 ° ilii l BASE PLATE LENGTH = w 4 CLEAR CEILING JOIST TO LAPS OVER PARTITIONS(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP SPAN 1/2"COX PLYWOOD J z g COLLAR TIE TO RAFTER(FACE-NAILED)(TABLE 3.6A) 3-8D 3-10D P71 TIE STRUCTURAL STORM Lu • GALV. MEATL STRAP PANEL Z 3� @ 16"O.C. I BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-10D EACH END a o ' MODEL'CS20' z F�ITES. RIM BOARD TO RAFTER(END-NAILED) 2-16D 3-16D EACH END 3 1.THE CONTRACTOR SHALL VERIFY ALL RIM JOIST EXISTING AND PROPOSED CONDITIONS ON • WALL FRAMING / 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 ` HOLES @ 9"O.C. MUST BE BROUGHTTO THE ATTENTION OF °• LENGTH TOP PLATES AT I NTERSECTIONS(FACE-NAI LED) 4-16D 5-16D JOINTS EACH SIDE THE ARCHITECT PRIOR TO COMMENCING 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, BAND101ST, 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 TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS RAFTER TIE DETAILS TYP.@EACH RAFTER CONNECTION @ 16"O.C. FLOOR FRAMING 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 11 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 IN COMPLIANCE WITH IRC 2020 140 MPH DESIGN WIND SPEED ETC. BRIDGING TO JOIST TOE-NAILED 2-81D 2-10D EACH END 3.NO WORK T0 COMMENCE UNTIL A "SIMPSON"HDQ8 246d COMMON BLOCKING TO JOIST(TOE-NAILED) 2-8D 2-10D EACH END 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 FOR FULL LENGTH PLATES LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D 4-16D EACH JOIST ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING(IN 4.THESE PLANS COMPLY WITH THE 2020 ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) INTERNATIONAL ENERGY CONSERVATION OF STUD JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-10D PER JOIST CODE. N BAND JOIST TO JOIST(END-NAILED) 3-16D 4-16D PER JOIST A ROUGH OPNS OTATION A B C D E F BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) 2-16D 3-16D PER FOOT BLOCKING @ ENDWALL ROOF SHEATHING 2'-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 (2)2 x4 or(1)2 x6 3 3 3 3 o DIAGONAL BOARD SHEATHING B E 8'0" 8 (2)2"x4"or(1)2"x6" 3 3 3 1 3 1"X6"OR 11vX8" 2-8D 2-101D PER SUPPORT C 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT 10'-0" 10 (2)2"x6" 4 4 4 4 o HEADER 12" CEILING SHEATHING - 12 (2)2"x6" 5 4 1 5 4 o 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 C-NUMBER OF FULL HEIGHT KING STUDS @ EA.SIDE OF HEADER(TABLE 3.23C,P.193) NOTE: D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER STRUCTURAL PANELS 8D 10D 6"EDGE/12"FIELD 1.SHEATHING ASON FLOOR PLAN, SHALL BE CONTINUOUS 7/16" 6D PART OF ALL SEGMENT(SW.S), MIN(14)10-D NAILS FIBERBOARD PANELS @ EA.SIDE(TABLE 3.7,P.157)&(TABLE 6A P.316) WHERE NOTED O 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 - 3" EDGE/6" FIELD 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(HOLDOWN&CONN). HARDBOARD 8D 12 8D 6" EDGE 12"FIELD GALV. METAL TIE DOWN W/IN 32"OF PARTICLEBOARD PANELS 8D 8D (SEE MANUF.) F,FtED AR 8 ) GALV.METAL TIE-DOWN AT CORNER OF STRUCTURE � CORNER OF STRUCTURE DIAGONAL BOARD SHEATHING1"X6"OR 1"X8" 2-8D 3-10D PER SUPPORT ���o GpELHp �q MODEL'HD 8 PHD6' BY SIMPSON STRONG TIES MODEL'HTT22'BY SIMPSON STRONG TIES ALLOWABLE Q / 1 X10 OR WIDER 3-8D 3-10D PER SUPPORT USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER DEFLECTION LA FLOOR SHEATHING EXTERIOR BALCONIES 60 psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH L/180 • NO FINISHED CEILING ATTACHED TO RAFTERS STRUCTURAL PANELS DECKS 40 psf 10 psf ��`9 041714 I�E`N 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 lFor 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 OF 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, 1"X6"OR 1"X8" 2-8D 3-10D 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. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 EXCEPTION:ASPHALTSTRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OFTHE 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE DETAILS & 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 13ASIC WIND SPEED PER FIGURE RR301.2(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 SCHEDULE (6096 mm)OR HIGHER ABOVE GRADE. DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN STAIRS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 b THE LOAD PATH. 2. THE 13ASIC 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 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(ASD)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 oath 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. FASTENERS FOR ASPHALT ROOF SHINGLES 13 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS Q.00,0 � (REFER TO TABLE R301.5 OF THE INTERNATIONAL RESIDENTIAL CODE) 01 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 1 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 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 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 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 ARCHITECT'S 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 Y: DM I ENERGY NOTES: AIR SEALING AND INSULATION 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION 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: .- J „ 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE - ' �< LAA 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 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. ",j 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. 7 ~''`-CONTINUOUS BEAD OF SEALANT 6. DUCTS-SUPPLY AND RETURN DUCTS IN ATTIC SHALL BE INSULATED TO A MINIMUM OF R-8 @ 3" 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 V!9T0V,`l ROAD 60020 8. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED ARE SEALED. I;AR',I32--'''Y'''' (�:311-332'3fi21 THIRD PARTY. 2.2. ATTIC ACCESS(EXCEPT UNVENTED ATTIC),KNEE WALL DOOR,OR DROP DOWN STAIR IS SEALED. ,-WINDOW UNIT AS AIR BARRIER h"+1aRCIlrrtrrslar'n.crp. 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 10. MECHANICAL.SYSTEM PIPING INSULATION CARRYING FLUIDS> 105 F DEGREES OR<55 F DEGREES 3. WALLS lool, /-CONTINUOUS MINIMAL EXPANDING SHALL BE INSULATED WITH R-3 MINIMUM. 3.1. CORNERS AND HEADERS ARE INSULATED. FOAM AT WINDOW PERIMETER 11. MECHANICAL.VENTILATION -SHALL MEET THE REQUIREMENTS OF THE IRC/IMC 3.2. JUNCTION OF FOUNDATION AND SILL PLATE IS SEALED. 12. EQUIPMENT SIZING - PER ACCA MANUAL S,BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. 4. WINDOWS AND DOORS / CONTINUOUS BEAD OF SEALANT 13. LIGHTING -A MINIMUM OF 15%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY 4.1. SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING IS SEALED. PRnlECT LAMPS J� -.--CONTINUOUS BEAD OF ADHESIVE RACKE ;� ._ Il ;r 14. ALL HVAC,PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY 5. RIM JOISTS z / RESIDENCE EFFICIENCY, INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT 5.1. RIM JOISTS ARE INSULATED AND INCLUDE AN AIR BARRIER. L-_"- y` -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 PEQUASH AVE, CUTCHOGUE NY 11935 ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. 6.2. INSULATION INSTALLATION CRITERIA- FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN I �- 1 ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH IECC 2020 UNALTERED PORTIONS PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING OR FLOOR FRAMING CAVITY INSULATION r ""�~ 15. ADDITIONS,A I , , f n__ 1 DATE: 06/2025 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 i `- ""^� PROJECT cT R . 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 T .:A REVI!IN 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 17. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE \ 4 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 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 -CONT!NUOUS BEAD OF SEALANT 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 SITE.ANY DISCREPANCIES THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION.THE SEALING UNCONDITIONED SPACE ARE SEALED. ' ,----WINDOW UNIT AS AIR BARRIER MUST BE BROUGHT TOTHEATTENTIONOF COMMENCING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND - f CONSTTHE CHITIOTPHOROO CONTRACTOR CONSTRUCTION.THE CONTRACTOR SHALL CONTRACTION.THE FOLLOWING SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED 9. NARROW CAVITIES 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 CONTINUOUS MINIMAL EXPANDING NOT REPORTED TO THE ARCHITECT ONCE FOAM AT WINDOW PERIMETER WORK HAS COMMENCED,EXCEPT FOR INSULATION. ;� HIDDEN CONDITIONS WHERE APPLICABLE. 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 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. l INCLUDING BUT NOT LIMITED TO:TOWEL 4. UTILITY PENETRATIONS. , -__-._ CONTINUOUS BEAD OF ADHESIVE BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, 5. DROPPED CEILINGS OR CHASES ADJACENT 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. _ CONTINUOUS BEAD OF SEALANT /f 3.NO WORK TO COMMENCE UNTIL A 7. WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES. EXCEPTION-FIXTURES IN CONDITIONED SPACE. BUILDING PERMIT IS ISSUES. J� 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 I r.__�- INTERNATIONAL ENERGY CONSERVATION 10. ATTIC ACCES'S OPENINGS. 12.1. INSULATION IS PLACED BETWEEN OUTSIDE AND PIPES.BATT INSULATION IS CUT TO FIT AROUND WIRING AND 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 THE EXTERIOR WALL. CONTINUOUS SILL SEALER a 14. ELECTRICAL/PHONE BOX ON EXTERIOR WALLS -T"�� -FULL WIDTH OF MUDSILL 14.1. AIR BARRIER EXTENDS BEHIND BOXES OR AIR SEALED-TYPE BOXES ARE INSTALLED. FOUNDATION WALL AS AIR BARRIER � n 5 ��,�`" �. �,,. >;': =:�s '', ;�..:' • <- • / \� \.i 15. COMMON WALL ril-7 15.1. AIR BARRIER IS INSTALLED IN COMMON WALL BETWEEN DWELLING UNITS. CONCRETE SLAB AS AIR BARRIER b 3 "l 16. HVAC REGISTER BOOTS / 77 'y.�.' ° .,' �: i`s`-. :w;-', '' :S •'.t°y°"Ag '....,u°:,�< ,.'`".. Y y ,(., st, _•. . 16.1. HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEALED TO SUBFLOOR OR DRYWALL. A.�1 . L 11. FIREPLACE rr $:A _, 71 . £s ; '.g&: '� Ib 11.1. FIREPLACE WALLS INCLUDE AN AIR BARRIER. i3 n' 1 TYPICAL AIR SEALING DETAILS A AIR SEALED WALL JOINTS TESTING OPTION BRED RCti 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 Q " h JO 2 PSF(50 PA).TESTING SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, r s INCLUDING PENETRATIONS FOR UTILITIES,PLUMBING,ELECTRICAL,VENTILATION AND COMBUSTION APPLIANCES. 041714 C DURING TESTING: T OF N AIR SEALING/ 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED,BUT NOT SEALED; 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; - rl. �::: .:, ��,,. >.;:,•+...u;- +-;"spa,'a q�f"x° °:j`;"' S,.""° e5';,`�.�`�'a"'�`' _ 5. HEATING AND COOLING SYSTEM(S)SHALL BE TURNED OFF; r . •_<� ... , .max"=�: , .,T { t 6. HVAC DUCTS SHALL NOT BE SEALED;AND ' SGALE: AS NOTED f 1. SUPPLY AND RETURN REGISTERS SHALL NOT BE SEALED VISUAL SU L INSPECTION OPTION 0 yDHn, 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 OF DUCT SEALING REQUIREMENTS OFFICIAL,AN APPROVED PARTY INDEPENDENT FROM THE INSTALLER OF THE 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 DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO INSULATION. 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 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 BUILDING PERMIT 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. DRAY41 BY: DM 411 OWNERSHIP AND USE OF DOCUMENTS: ROOF DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO a Sr,r E u?uTS x iS}nn ATTIC. FL BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR .krHl++ucrmu?"k (off"Yot eeRars _ ,r H PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN „e AUTHORIZATION OF ARCHITECTS MAD. (RENO KITCHEN) VnaN1�G�,y 3 'ape 56UTHM7 SYfI 2 11 N r, �a ISLA COPYRIGHT .faexcy4 wrk ,,F.,.r,r,,,,,,,;,, NEW ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN The Farmhouse ;� ,Y '+t�''^<rC'' - CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE I Wa dBFeaktan r o' ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE NEW 2r DISH DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY Y Ind. FL MANNER WITHOUT THE WRITTEN CONSENT OFTHE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S ..w«•;." WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. ga 9 1 y<7 211 i 74ath oPVeakx .. . n uTCHo�uL kr,Y+." ,vr ��' ENERGY CODE COMPLIANCE STATEMENT 3rr I C.O. 1 THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED v+=r>..,;rA DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE 4520 Pequash Ave 4520 Pequash Ave PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH NEWSUtM'L p �FRESH AIR INTAKE SCHEDULE 40 PVS DRAIN LINES SECTION R105.2.2OF THE 2020NYSE000. 'mt`"P ll�d M 4� - TO EXTERIOR 3/4" PEX SUPPLY LINES h,T+Tt,tK „ O WORK TO COMMENCE GARI.F Pita'-30IN 11514 C.O.. NO WET VENTS PERMITTED 1A>:lorcly/viloA€ rzo2n L . (5311332- 21 F3" 4" 4 DM�ARCI130215t' �n cols TO EXIST SEWER SYSTEM G.C.TO VERIFY PIPE MATERIAL W/ BLDG DEPT UNTILL BUILDING PERMIT IS Gap Gun -" tAt;FFL - , w.; RECEIVED 7 CELLAR FLOOR SUBMITTED L MBING RISER DIAGRAM DRAWINGSBUILDING PERMIT FOR PLUMBING KEY PLAN 2 PROJECT ccl- ) I RACKE RESIDENCE I 4520 PEQUASH AVE, CUTCHOGUENY 11935 DATE: 06/2025 I PROJECT NO. 3525009 W REVISION OPTE 200,00' N32D �1.�f 8 I 00 II I - 1 SUBMIT FOR BUILDING PERMIT 06/2025 2 3 4 p 6 04 Q NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH EXISTING FRAME 25.2' THOSE AT THE SITE.ANY DISCREPANCIES SHED(112 SF) MUST BE BROUGHT TO THE ATTENTION OF — THE ARCHITECT PRIOR TO COMMENCING SI ARE D— 1 _ — — — CONSTRUCTION.THE CONTRACTOR SHALL 0 Lftu BE RESPONSIBLE FOR DISCREPANCIES NOT O WORK HAS COMMENCED,EXCEPT FOR TO THE ARCHITECT ONCE FRAME DETACHED Q EXISTING HIDDEN CONDITIONS IONS WHERE APPLICABLE. >' I O � cNo Q GARAGE(407 SF) 2.PROVIDE WOO BLOCKING IN O I i N FRAMING FOR ALLL A CESSORI SWALL O INCLUDING BUT NOT LIMITED TO:TOWEL EXISTING CONCRETE BARS,TOILET PAPER HOLDERS,SHELVING N PAD ATTACHMENT,ROBE HOOKS,GRAB BARS,A DC. a-- i ' 1 l 3.NO WORK TO COMMENCE UNTIL A I Z BUILDING PERMIT IS ISSUES. N v♦ 2 7' EXISTING COVERED 2020 SIDE WARD \\ REAR PATIO(50 SF) 4.THESE PLANS COMPLY WITH THE I INTERNATIONAL ENERGY CONSERVATION EXISTING STONE CODE r WALKWAY EXISTING BILCO CELLAR ACCESS DOORS I 0 O • � EXISTING 1 STORY 109.4' I I WOOD FRAME SIDE YARD H O • DWELLING (1,060 Lo SF COVERAGE) 3 X SIDE BUILDING ENVELOPE I __J= EXISTING STONE WALKWAY 0 LOT COVERAGE CALC. I AND FRONT STOOP/STEPS 0 — � GROUND FLOOR 1,060 SF SECTION: 110 NOTE: = REAR PORCH 50 SF � I. THE INFORMATION USED FOR THIS GARAGE = 407 SF Z ® SHED = 112 SF BLOCK: 3 DIRECTLY OMOA HESURVEY. w s� TOTAL LOT COV. = 1,619 SF I 60 I LOT: 30 (SEE SURVEY ATTACHED) 200.00' ZONING REQUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE "R-40" E0 ARC REQUIRED EXISTING/PROPOSED �'p��HO Mq��T� 200-00' S32D .18' 00"E LOT AREA 40,000 SF MIN * 35,000 SF(EXISTING) s LOT WIDTH 150' MIN 200'(EXISTING) �^ ---------------- ----- — LOT DEPTH 175' MIN 175'(EXISTING) * f FRONT SETBACK 50 MIN(PRIMARY) 49.8'(EXISTING) 041714 J� SIDE SETBACK 10' MIN(PRIMARY) 33.7'&109.4'(PROPOSED) Tf OF N PEQUASH AVENUE 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) SURVEYS, & 4,725 MAX -- -- 619 SF(EXISTING) PLUMB RISER DIA. --- -- LOT COVERAGE 20%(7,000)MAX 1, HEIGHT 35' MAX TO RIDGE(PEAKED) 14-41"(EXIST.FROM AVG GRADE) 25' MAX TO RIDGE(FLAT) N/A STORIES 2 1/2 STORIES 1 STORY(EXISTING) SCALE: AS NOTED SKY PLANE 45D(STARTS AT 10'ABOVE COMPLIES:SEE ELEVATIONS NATURAL GRADE AT ALL POINTS PARALLEL OR ADJ.TO DWELLING) * EXISTING NON-COMPLIANT SITE PLAN 4 ZONING INFORMATION A006 _ 3 SCALE: 1"—10'-0" DRAWN Y: OM N CONSTRUCTION LEGEND C E r EXISTING CONSTRUCTION TO REMAIN `Rr 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)00 �o DOOR WIDTH&HEIGHT 181,1,,O -II HI 9704 N CARLE.KAU..NY i2514 NEW DOOR, HARDWARE AND CASING nt ARr,Ilrtr,,s,ah.cr I 44'-6" EXISTING WOOD FRAME GROUND FLOOR 44'-6" EXISTING FOUNDATION WALL 12'-0" 201-6" 12'-0" 12'-0" 20'-6" i I EXISTING DOOR, HARDWARE AND CASING REMOVE REMOVE PROJECT 1 ELEVATION NUMBER KRACKE E EXISTING FOUNDATION WALLS A300 AND FOOTING TO REMAIN. DRAWING NUMBER RESIDENCE EXISTING KITCHEN CABINETS,FINISHES AND • SIMPSON METAL BRIDGING @ 1/3 SPAN 1 DETAIL NUMBER > EXISTING f— LLJ PLUMBING FIXTURES TO 4520 PEQUASH AVE, KITCHEN n� p BE REMOVED. Q ABOVETYP - O A300 DRAWING NUMBER Lu 102 U EXISTING — CUTCHOGUE HY 11935 CRAWL SPACE 000 9,-0„ CEILING HEIGHT-SEE PLAN DtTE: 06/2025 PROJECT NO. 3525009 EXIST 2X8 FJ Eo EXISTING BILCO DOORS REVISION DATE DASHED LINE INDICATES I EXISTING WOOD FRAME 16"O.C.ABOVE TO REMAIN SUBMIT FOR BUILDING PERMIT 06/2025 WALL TO BE REMOVED STAIRS TO ATTIC HATCH TO REMAIN. _ 2 EXIST EXIST F.. EXISTING WASHER AND va DRYER TO REMAIN 3 4 Ir 5 o -- -- -- R R E E O EXIST Up 6 p ,� U - F- • AND FOOTINGTO REMAIN.N.ING FOUNDATION UP t j [3 Q NOTES: J - UP Fo le O Z Z 1.THE CONTRACTOR SHALL VERIFY ALL u E w 0 EXISTING WOOD FRAME @ ! I— CD O EXISTING AND PROPOSED CONDITIONS ON Lu EXISTING - 'o EXISTING "' ¢ STAIRS TO GROUND x in THE CONSTRUCTION DOCUMENTS WITH Q Z w FLOOR TO REMAIN. J w THOSE AT THE SITE.ANY DISCREPANCIES Q tiK I w DINING RM X a BEDROOMLL MUST BE BROUGHT TO THE ATTENTION OF o ___ EXISTING F ci EXIST EXIST w =O p o LL o EXISTING FOUNDATION N a 101 BATH X 105 _ EXIST I� t� x a X a WALLS AND FOOTING THE ARCHITECT PRIOR TO COMMENCING O N o 104 Ir- w NO WORK p Z w " N ci TO REMAIN. C7 CONSTRUCTION.THE CONTRACTOR SHALL 3 x EXISTING BATHROOM AND N O - N O Z_ io ___, 3 H ZD N HWH BE RESPONSIBLE FOR DISCREPANCIES .1 BATHROOM FIXTURES TO NO WORK -- N '' IH � ~ z REMAIN AND BE _ E t'3 X I N NOT REPORTED TO THE ARCHITECT ONCE PROTECTED DURING W z - SIMPSON METAL w WORK HAS COMMENCED,EXCEPT FOR N CONSTRUCTION. N N p cr BRIDGING @ 1/3 SPAN o HIDDEN CONDITIONS WHERE APPLICABLE. W a W LLLI ❑ ABOVE TYP - C DN o M z c) 2.PROVIDE WOOD BLOCKING IN WALL EXISTING - &D FRAMING FOR ALL ACCESSORIES M ` E SUNROOM cq m i+� INCLUDING BUT NOT LIMITED TO:TOWEL E — —� — —e--- EXISTING BARS,TOILET PAPER HOLDERS,SHELVING E DASHED LINE INDICATES R EXISTING 577 TIMBER BEAM DROPPED EXISTING 5X7 TIMBER BEAM DROPPED EXISTING 5X7 TIMBER BEAM DROPPED `i ATTACHMENT,ROBE HOOKS,GRAB BARS, WALL TO BE REMOVED EXISTING WOOD FRAME 107 UNEXCAVATED r I STAIRS TO CELLAR TO REMAIN. NO WORK EXISTING COLUMNS OVER ETC. FOOTING TO REMAIN. EXISTING WALL TO REMAIN (n 3.NO WORK TO COMMENCE UNTIL A w BUILDING PERMIT IS ISSUES. EXISTING SIMPSON METAL BRIDGING @ 1/3 SPAN 4.THESE LIVING RM LANS COMPLY WITH THE 2020 U I _ ABOVE TYP w o INTERNATIONAL ENERGY CONSERVATION >e - - m EXIST. UNFINISHED - _ - _- _- - - — Lu ji w 100 E - - x a -- CODE. BEDROOM N CELLAR > > EXIST---- EXIST U O NO WORK o o �n o X a 106 X a E � 001 y c NO WORK N o ~ w FI wtD Lo O I W (D EXISTING FOUNDATION WALLS (D EXISTING FOUNDATION AND FOOTING TO REMAIN. ' V I WALLS AND FOOTING TO REMAIN. i I _ EXIST = _  EXIST EXIST EXIST EXIST EXIST EXIST E E NOTE 1: ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED EXIST. O UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. UNEXC. 10 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 TOF BE AND STRENGTH MEMBERS I. A 0 ARC PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. /1/\'l. 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 1 GROUND DEMOLITION FLOOR PLAN PROPOSED FOUNDATION / CELLAR FLOOR PLAN SCALE: 1/4"-1'-0" * y SCALE: 1/4"-1'-0" 2 DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO WORK TO COMMENCE UNTIL oa���a PERMIT IS ISSUED f OF N ENERGY CODE COMPLIANCE STATEMENT GROUND FLOOR I THE HEREBY UNDERSIGNED NEW STATE REGISTERED DEMOLITION PLANS DESIGN PROFESSIONAL,STATE THATHAT T0 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 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: DM CONSTRUCTION LEGEND E}— EXISTING CONSTRUCTION TO REMAIN Ra— EXISTING CONSTRUCTION TO BE REMOVED CID 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 x DOOR WIDTH &HEIGHT 44'-6"EXISTING WOOD FRAME GROUND FLOOR N CAR�nl IIrnwNeo 22024 l NlAffrly Its?a 12'-0" 20'-6" 12-0" :3NEW DOOR, HARDWARE AND CASING n+.;t q;rlll<c sf�Au^oM 4'-1" 51-0" 2'-11" NEW 4X4 WOOD W2O =''' POST DOWN ] EXISTING DOOR, HARDWARE AND CASING j NEW(2)2X8 NEW(2) X8 XO HEADER HEADE O - PROTECT m 1� ELEVATION NUMBER KRACKE i• I c i A300 DRAWING NUMBER DW � RESIDENCE L0 NEW 4X4 WOOD 00 RENOVATE x \\ 0 POST DOWN DETAIL NUMBER N W KITCHEN N 1 N c-- - A300 � 102 �^ f � DRAWING NUMBER _ w3 Z•i 4520 PEQUASH AVE, PROVIDE DUCT EXHAUST e I W1 19.28 REQD.GLAZE TO EXTERIOR AS PER CUTCHOGUE NY 11935 24.80 PROV.GLAZE 2020 IRCC M1503 09.64REQD.VENT ifl CEILING HEIGHT-SEE PLAN GATE: 06/2025 23.20 PROV.VENT RANGE HOOD MAX 400 PROTECT NO. 3525009 CFM EXIST 2X6 CJ EXISTING WOOD F RAM SUBMIT FOR BUILDING PERMIT 06/2025 REF 16"O.C.ABOVE STAIRS TO ATTIC F ATC REV!S° PATE TO REMAIN. z 3 - -- EXIST EXIST 4 NEW(2)2X10 ML B M UPSET 5 __L _j NEW 4X4 W OD �) E E E OJ POST DOWN Z 0 EXISTING WALL TO UP X 0: A2OO NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL REMAIN W ON ' -_� EXISTING m W THE CONSTRUCTION DOCUMENTS IWITH co ,16- c� o Q 04 a EXISTING � BEDROOM N a Q THOSE AT THE SITE.ANY DISCREPANCIES LU ! N EXISTING ____ o: 4 " ~ 105 '� ° EXIST EXIST MUST BE BROUGHT TO THE ATTENTION OF A200 DINING RM BATH tS o _ EXIST - p THE ARCHITECT PRIOR TO COMMENCING p ire '� 101 104 NO WORK =_ -- - -- ---_ O CONSTRUCTION.THE CONTRACTOR SHALL � x _ 3 BE RESPONSIBLE FOR DISCREPANCIES z NO WORK E C7 NOT REPORTED TO THE ARCHITECT ONCE O CHIMNEY IN INDICATED , - E- F- N M CAVITY TO REMAIN � � _ ` � cr) WORK HAS COMMENCED,EXCEPT FOR _N HIDDEN CONDITIONS WHERE APPLICABLE. 04 w `� W X W O NEW(2)2X8 BEAM UPSET DN p 2.PROVIDE WOOD BLOCKING IN WALL io EXISTING - FRAMINGFOR ALL ACCESSORIES M NEW 4X4 WOOD E SUNROOM M M INCLUDING BUT NOT LIMITED TO:TOWEL E POST DOWN i E ri BARS,TOILET PAPER HOLDERS,SHELVING EXISTING WOOD FRAME j 107 `i ATTACHMENT,ROBE HOOKS,GRAB BARS, STAIRS TO CELLAR TO EXISTING BATHROOM AND BATHROOM REMAIN. - - NO WORK ETC. FIXTURES TO REMAIN AND BE PROTECTED c 3.NO WORK TO COMMENCE UNTIL A DURING CONSTRUCTION. I j BUILDING PERMIT IS ISSUES. > I-il 0 °m EXISTING I j 4.THESE PLANS COMPLY WITH THE 2020 I� N � LIVING RM � I - -- _ _'=-_ - - ----- =----- � � � 0 100 E EXISTING INTERNATIONAL ENERGY CONSERVATION W CODE. NO WORK ZD BEDROOM X a EXIST EXIST 106 a ct E ci NO WORK L EXISTING WALL TO REMAIN XLo O W ' _ JI I / EXIST E EXIST EXIST EXIST EXIST NOTE 1: E ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. 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 VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS A Rc PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI.I. D A PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. A2OO PROVIDE ONE JACK STUDS IF HEADER IS 3'•9"OR SMALLER. V SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS M �\Q PROPOSED GROUND FLOOR PLAN { z Ln 1 SCALE: 1/4"-1'-0" DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO WORK TO COMMENCE UNTIL 041714 PERMIT IS ISSUED FOF NE`rI ENERGY CODE COMPLIANCE STATEMENT PROPOSED I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY GROUND FLOOR KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. PLAN 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 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. OPAWN 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 0 ON VIBRATION ISOLATORS.UNITS TO SPECIFIED BY C..D -, 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 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 (h 120/20 120 VOLT/20 AMP DEDICATED INSTALLED TIGHT TO CEILINGS `�' HARDWIRE SUPPLY PLUMBING NOTES (� 120/15 120 VOLT/15 AMP `r DEDICATED HARDWIRE SUPPLY 18 MIOTOVIN RU rc 2024 PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED r,ARKPIAc1NY11514 BY OWNER.VERIFY STYLE,MANUFACTURE,AND (h 240/3o 220 VOLT 30 AMP DEDICATED 11'."p'ARPIMMSMAID cell Ie311.332-T-21 COLOR PRIOR TO ORDERING.G.C.TO PROVIDE HARDWIRE SUPPLY ALLOWANCES swlrcH 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 LIGHTING G.0 TO VERIFY WITH BUILD DEPARTMENT MATERIALS T TELEPHONE JACK-HOME RUN TO OF PLUMBING TO BE USED. TELEPHONE PANEL (CAT 3-4 PAIR) PROJECT D1 i INSPECTIONS: CABLE TELEVISION JACK-HOME RUN _ O TO TELEPHONE PANEL CRACKE N L G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) RESIDENCE DW PERMITS AND IN UNDERWRITERSSPECTIONS/SIGN OFFS FROM cM CABLE MODEM HOME RUN TO TELEPHONE PANEL --�- RENOVATE ' , o II GAS SUPPLY: (CAT 5-4 PAIR WIRE) KITCHEN 4520 PEQUASH AVE, BARBEQUE, RANGES,WALL OVENS, DRYERS, RECESSED 4" LIGHT FIXTURE' 1 22 -- GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS&TUBS CUTCHOGUE NY 11935 LL GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. Os SURFACE MOUNTED FIXTURE DATE: 06/2025 PROJECT N0. 3525009 0 WALL MOUNTED LIGHT FIXTURE REVPS36M DOTE 1 SUBMIT FOR BUILDING PERMIT 0612025 REF ' Q EXHAUST FAN TO EXTERIOR 2 " 3 - -- $ WALL SWITCH 4 -----L- CARBON MONOXIDE 6 o�l 1 cM ALARM DEVICE L1\ / SD SMOKE DETECTING UP O ALARM DEVICE NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON EXISTING EXISTING E "— UC UNDER COUNTER LINEAR LITE.I GC TO THE CONSTRUCTION DOCUMENTS WITH r - �-- TING t DINING RM - ~� INSTALL ON SEPERATE CIRCUIT THOSE AT THE SITE.ANY DISCREPANCIES 101 _ EXISTING BEDROOM -- - _ — -- MUST BE BROUGHT TO THE ATTENTION OF BATH 105 -- - NEW ELECTRIC PANEL TO INSTALLED THE ARCHITECT PRIOR TO COMMENCING i NO WORK =- - --_- ------ - - __- _-- CONSTRUCTION.THE CONTRACTOR SHALL lei 104 ELEC AS NEEDED. PANEL TO BE MOUNTED NO WORK PANEL IN METAL STUD CAVITY OR TO BE RESPONSIBLE FOR DISCREPANCIES `Y --+�----- NOT REPORTED TO THE ARCHITECT ONCE 24 X48 X3/4 WOOD PANEL ON WORK HAS COMMENCED,EXCEPT FOR a - _ CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. N_ 2.PROVIDE WOOD BLOCKING IN WALL / DN EXISTING FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL SUNROOM HVA LEGEND BARS,TOILET PAPER HOLDERS,SHELVING 107 SWITCH TO ATTACHMENT,ROBE HOOKS,GRAB BARS, NO WORK A/C REGISTER ON CEILING ETC. TURN ON LIVING ROOM CR LIGHTING 3.NO WORK TO COMMENCE UNTIL A I j A/C REGISTER ON FLOOR BUILDING PERMIT IS ISSUES. EXISTING N R 4.THESE PLANS COMPLY WITH THE 2020 __ -- _ -_ - INTERNATIONAL ENERGY CONSERVATION LIVING RM c) I -TM DIGITAL WALL THERMOSTAT BY"LUX"EXISTING 10o BEDROOM CODE. NO WORK 106 TTI NO WORK � I JI � U / I ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ���C D A�� KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE L PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS E000. ��-J GcjELHQ 41 GROUND FLOOR ELECTRICAL PLAN NOTE 1: -� e J SCALE: 1/4"-1'0" ELECTRICIAN TO WIRE ALL DEVICES AND EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY VJ` 041714 ALL POWER REQUIREMENTS AT ALL EQUIPMENT FOFF NE`N NOTE 2: PROP. GROUND - 2 SWITCHES FOR A LIGHT REQUIRES 2 3WAY 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 STALE: 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. 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 i CONSTRUCTION LEGEND 1 ELEVATION NUMBER (( ,r 7775� A300 DRAWING NUMBER EXISTING ROOF AND ROOF !' " SHINGLES TO REMAIN F s w DETAIL NUMBER — — — — — — — — — — — — — — 1 — — — — — — — — — — z A300 DRAWING NUMBER 0 J CEILING HEIGHT-SEE PLAN -- r— --- — —r r— —� — — F — m Any EXISTING WINDOWS AND F CD 9'-0" 1-----i l DOORS TO REMAIN. x z (g F- -I I I ? I- - j o w �'"' " LH-, - a L - -- __.3 _ J !l L— L —- —J _ _ W \ SEXIST EXIST EXIST EXIST EXISTING SIDING TO CQ e�1 I -----=� -' — REMAIN AND OTHER ip ' — — — — — — — — — — — — — — EXIST EXIST E ITT — VENEER TO REMAIN iR Ii111,t1N'?!RU C'2024 - - - - - - Cll.tPtAgNY11514 - - — Isa1?-s5z-snzl m,1�a1�Ci111trrstilall^nr,+. GRADE 1 EXIST STOOP 1 EXISTING ONE STORY WD FRAME DWELLING ilo EXISTING EAST ELEVATION 1 SCALE: 1/4"=1'-0" PRI'ITCT KRACKE RESIDENCE EXISTING ROOF AND ROOF x 4520 PEQUASH AVE, _. .._ �\ \\ SHINGLES TO REMAIN s CUTCHOGUE NY 11935 j \ z DATE: 06/2025 — — — — — — — — — — — — — — — — — — — — — — — — — p PROJECT ED. 3525009 J -- —_ m REVISION DATE — NEW ANDERSEN 400 CD 1 SUBMIT FOR BUILDING PERMIT 06/2025 it SERIES WINDOWS TO F' 2 j MATCH EXISTING to 3 WINDOWS. w - W 4 - \ / x Q — —J EXISTING WINDOWS AND Q 6 DOORS TO REMAIN. W M EXIST - EXIST — ! — EXISTING SIDING TO 00 M ®— REMAIN AND OTHER Eo NOTES: E I T E IST VENEER TO REMAIN 1.THE CONTRACTOR SHALL VERIFY ALL • - - — — — — — — — — — — — — — — — — — — — — — — EXISTING AND PROPOSED CONDITIONS ON - - — GRADE THE CONSTRUCTION DOCUMENTS WITH THOSE ATTHE 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. EXISTING NORTH ELEVATION 2.PROVIDE WOOD BLOCKING IN WALL 2 SCALE: 1/4"-1'-0° 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. EXISTING ROOF AND ROOF 4.THESE PLANS COMPLY WITH THE 2020 SHINGLES TO REMAIN = INTERNATIONAL ENERGY CONSERVATION C7 w CODE. R x — — — — — — — — — — — — — — C7 — — — — — — — — — — — — — — s J - -- - / - ___1 — EXISTING WINDOWS AND Z 1 _ DOORS TO REMAIN. x N EXIST r — NEW ANDERSEN 400 W - X --.— 4'- SERIES WINDOWS TO W x -' MATCH EXISTING p GO QO WINDOWS. W M EXIST _ NOTE 1: — EXISTING SIDING TO OD �M-I ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN AND OTHER ZO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED EXIST EXIST ( VENEER TO REMAIN UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. — — — — — — — — — — GRADE EXISTBILCO - NEW EXTERIOR HEADER SCHEDULE GRADE DOOR OPENING HEADER EXISTING ONE STORY WD FRAME DWELLING 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 3 SCALE: 1/8"=1'-0" "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS A D A�^ PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI.I. 1. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. \� GBELHO PROVIDE ONE JACK STUDS IF HEADER IS 3'.9"OR SMALLER. �w SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS 41,9�i EXISTING ROOF DRAWINGS SUBMITTED FOR GLES BUILDING PERMIT. NO - \ SHIN TO � a WORK TO COMMENCE UNTIL ,qr 041714 y� = PERMIT IS ISSUED FOF NEB,,, - - - - - - - - - - - - - - - - - - - - Z 0 -- J ENERGY CODE COMPLIANCE STATEMENT PROPOSED EXISTING WINDOWS AND DOORS TO REMAIN. I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED v H z DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ELEVATIONS y x — KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE NEW ANDERSEN 400 W - N PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH O SECTION R105.2.2 OF THE 2020 NYS ECCC. X -� SERIESWINDOWSTO x MATCH EXISTING p GO W EXIST -EXIST _.... ... - - WINDOWS. Lu \ COPYRIGHT EXIST EXISTING SIDING TO OPe�I REMAIN AND OTHER (p ' ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CF CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE VENEER TO REMAIN rl 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. GRADE EXIST STOOP ol EXISTING ONE STORY WD FRAME DWELLING 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 BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR 4 PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY SCALE: 1/8"-1'-0" AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY- DM I WIN SOW AN ® ®OOR SCH E® 4J LE ( ANDERSON "400 SERIES" WINDOWS AND DOORS MANUFACTURE) UNIT UNIT UNIT SIZE SQ. FT. MAX. OPENING SQ. FT. SQ. FT. NUMBER DESCR. OPERABILITY CL.OPN WIDTH HEIGHT GLASS VENT W1 C23 4'-0 1/2" X 3'-0 1/2" 4.0 18 5/16" 311/16" 8.5 7.9 I - I W2 CX13 2-8 X 3-01/2 5.5 2511/16" 311/16D 5.9 5.5 j T W3 CW23 4'-9"X 3'-01 2" 4.9 22 5 16" 311 16" 10.4 9.8 O / / / 1 2 a 1/2 a uz LOW DENSITY SPRAY _ WINDOW NOTES: FOAM APPLIED AFTER / W STRETCH-N-SEAL STRETCH-N-SEAL INDOW INSTALLATION ALL WINDOWS MEET PART R303 OF THE 2020 RESIDENTIAL CODE OF WINDOW PAN FLASHING WINDOW PAN FLASHING ! ICJ NEW YORK STATE BUILDING FOR LIGHT AND VENTILATION EMERGENCY EGRESS OPENING / WOOD STUD / \ WINDOW STRETCH-NSEAL TEMPERED GLASS ! WINDOW PAN FLASHING ALL EGRESS WINDOW HAVE A MIN CLEAR OPENING OF 5.7 SQ FEET. MIN OPENING HEIGHT OF 24 INCHES.AND MIN OPENING WIDTH OF 20 DRYWALL INCHES AND MEET PART R310 OF THE CODE WINDOW CONTROL DEVICES REQUIRED FOR © OPERABLE WINDOWS WITH SILL HEIGHT LOCATED LESS THAN 24 INCHES ABOVE FINISHED PLYWOOD SHEATHING teb'i'1Tol>'?!NG c'2U2d ALL WINDOWS AND DOORS TO BE SELECTED BY OWNER. G.C.TO CARTE PLAC.I HY 11514 VERIFY ALL ROUGH OPENING WITH DISTRIBUTOR.G.C.TO PROVIDE FLOOR AND GREATER THAN 72 INCHES ABOVE Isat,.s'z.w;zt 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 EIATHTUBS,SHOWERS,STAIRWELLS, DOORS AND REDUCE THE NET CLEAR OPENING AREA TO LESS L 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 TAPE TOP-SEAL TAPE OVER-FLANGE 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 PRtlJcCr ALL WINDOWS AND DOORS TO BE ORDERED WITH SDL GRILLS(IF 3 4 KRACKE APPLICABLE / LOW DENSITY SPRAY WINDOW P SEAL � / "/ FOAM APPLIED AFTER WINDOW PAN i WINDOW INSTALLATION FLASHING BEYOND RESIDENCE A \, STRETCH-N-SEAL --- - �' STRETCH-N-SEAL /" 4520 PEQUASH AVE, / WINDOW PAN FLASHING k WINDOW PAN FLASHING CUTCHOGUENY 11935 A DATE: 06/2025 --- PROJECT NO. 3525009 REVISION DATE TOP-SEAL TAPE WINDOW 1 SUBMIT FOR BUILDING PERMIT 0612025 OVER-FLANGE TAPE 2 3 4 WINDOW DETAILS WINDOW SECTION B-B SCALE:V2^-1'-0° SCALE:V1-11 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'-911 {— - 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL _� BARS,TOILET PAPER HOLDERS,SHELVING 1 ATTACHMENT,ROBE HOOKS,GRAB BARS, - - - ETC. N 1 N CV i 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 PLUMBING WET WAILS TO FALL NEW FLOOR JOISTS TO INTERNATIONAL ENERGY CONSERVATION BETWEEN ELIMINATE OVER CUTTING OF L— 5 — - FLOOR JOISTS TO ACCOMMODATE CODE. PLUMBING CONNECTIONS 00 OD ]11 r Eo Eo &D I,"—WOOD FLOOR JOISTS @ 16"O.C. DOUBLE WOOD FLOOR JOIST TYP PRE-ENGINEERED WOOD CONSTRUCTION SIGN LOCATION: ( IDENTIFICATION SIGN N N V SIGNS TO BE LOCATED FRAMING DETAIL TYP 2,-0 ON ELECTRICAL METER NOTE: DOOR PAN TO BE LEAD-COATED COPPER. PROVIDE 4 DIAMETER MOUNTED ON EXTERIOR AND INSTALL FOR ALL EXTERIOR DOOR OPENINGS. ~ r SCALE:V1-11 OF DWELLING OR ON EXTERIOR WALL M M M COLOR TO BE ADJACENT TO METER. INTERIOR SIDE ti REFLECTIVE WHITE SIGN NOT TO OBSTRUCT ALL PARTITIONS THAT ARE 6 METER 6Ng`DN PARALLELLLED FLOOR COLOR TO BE FINISHED FLOOR JOISTS TORECEIVE(2)FLOOR p� REFLECTIVE RED JOISTS BELOW PARTITION TYPICAL PANTONE(PMS)#167 C23 CX13 CW23 SIGNS CAN BE PURCHASED ON CASEMENT CASEMENT CASEMENT _111]��WOOD FLOOR JOISTS @ 16"O.C. WWW.TRUSSID.ORG EXTERIOR SIDE DOUBLE WOOD FLOOR JOIST TYP W1 W2 W3 FRAMING DETAIL TYP �,1 PRE-ENGINEERED WOOD CONST ID SIGN TYPICAL DOOR PAN SCALE:1/1-11 SCALE:],/2'-1'-0' SCALE:NTS �F-RED ARC r pv ��Q\o n i '9 04LA 17 lFOFF' NE`�y WINDOW/DOOR SCHEDULE & CON. DETAILS SCALE: 1/4"=1'-0° AN 07At9l BY: DM