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Home My WebLink About52904-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52904 Date: 04/22/2026 Permission is hereby granted to: DRU Properties LLC 1619 Madison PI Brooklyn, NY 11229 To: construct alterations to an existing single-family dwelling as applied for. Premises Located at: 1820 Kenneys Rd, Southold, NY 11971 SCTM# 59.-3-16.2 Pursuant to application dated 04/07/2026 and approved by the Building Inspector. To expire on 04/21/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $698.00 CO-RESIDENTIAL $100.00 Total $798.00 �� Building Inspector Y�EP " 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 littps://www.sotitholdtowiiiiy.gov Date Received APPLICATION FO BUILDING ER iIT ✓, For Office Use Only PERMIT NO. Building Inspector. Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant Is not the owner,an Owners Authorization form(Page 2)shall be completed. Date:03/10/2026 OWNER(S)OF PROPERTY: Name:Dru Properties, LLC =Crm#1000-059.00-03.00-016.002 Project Address: 1820 Kennys Road, Southold, NY 11971 Phone#:(917) 548-4757 1 Email:louis.lizardos@gmail.com Mailing Address:1619 Madison Place, Brooklyn, NY 11229 CONTACT PERSON: Name:Louis Lizardos Mailing Address: 1619 Madison Place, Brooklyn, NY 11229 Phone#:(917) 548-4757 Email:louis.lizardos@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Sean Madigan, AIA Mailing Address:42 School Street, Hampton Bays, NY 11946 Phone#:(631) 258-4749 Email:sean@madiganarchitects.com CONTRACTOR INFORMATION: Name:(Owner as GC) Mailing Address:. Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000 Will the lot be re-graded? Dyes @No Will excess fill be removed from premises? Dyes ❑No 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ❑Yes ®No IF YES, PROVIDE A COPY. @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 Regulatioru.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 bultding(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210A S of the New York State Penal Law. Application Submitted By(print nam='Notary BAuthorized Agent ❑Owner Signature of Applicant: Date: UNCH of New York STATE OF NEW YORK) No.01BU6185050 SS: Ouallfled In Suffolk County COUNTY OF Suffolk ) Commission Expires April 14.2 Sean Madigan being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this (�" L ` ay of 20 a Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Louis Lizardos residing at 1619 Madison Place, Brooklyn, NY 11229 I, do hereby authorize Sean Madigan to apply on my behalhe Town of old Building Department for approval as described herein. 03/10/2026 =" i7ardos gnature Date Loui Print Owner's Name 2 _. m_ .. ..._....._........ _.. ..m.....— ...�............ M OZ P M �F oar �" ��@E �� 1� w N .�. e.....o a TV d �, i "� m 4`b e^ C 4 ✓'4 z S qtt @u q ; n p rip l p 4j N M, y. a SOY """'` ,.f. fog, d gp�NW o r INS w < map =w I cm Egg Z� g ur W x N 00 �3� mm wWe� N > w J s ell 114 �- a C)no az w z IN 1 M 1 p w =o 0 9 NOW T Kc5check*W, , , e,b Compliance Certificate Project Information Project Title: 1820 Kenneys Road Energy Code: 2025 Energy Conservation Construction Code of New York State Location: Sussex, Delaware Construction Type: Single Family Project Type: Alteration Project Sub Type: Other Alteration Climate Zone: 4a(4499 HDD) Project No: 1855512 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 1820 Kenneys Road Sean Madigan Southold,NY 11971 42 School Street Madigan Architects,PLLC Hampton Bays,NY 11946 (631)258-4749 sean@madiganarchitects.com Project Notes: Report Title: 1820 Kenneys Road Report Date: 4/6/26, 10:11 AM 1 of 13 Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cont. U- U- Prop. Req. Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor W103D:Wood Frame 17 0.270 0.270 4 4 SHGC:0.3 W103E:Wood Frame 17 0.270 0.270 4 4 SHGC:0.3 W106A:Wood Frame 12 0.270 0.270 3 3 SHGC:0.3 W10613:Wood Frame 12 0.270 0.270 3 3 SHGC:0.3 W106C:Wood Frame 12 0.270 0.270 3 3 SHGC:0.3 W107D:Wood Frame 27 0.270 0.270 7 7 SHGC:0.3 W109A:Wood Frame 16 0.270 0.270 4 4 SHGC:0.3 W10913:Wood Frame 16 0.270 0.270 4 4 SHGC:0.3 W111A:Wood Frame 10 0,270 0.270 3 3 SHGC:0.3 W204D:Wood Frame 17 0.270 0.270 4 4 SHGC:0.3 W204E:Wood Frame 16 0.270 0.270 4 4 SHGC:0.3 W207A:Wood Frame 8 0.270 0.270 2 2 SHGC:0.3 W20713:Wood Frame 16 0.270 0.270 4 4 SHGC:0.3 W207C:Wood Frame 16 0.270 0.270 4 4 SHGC:0.3 W212A:Wood Frame 16 0.270 0.270 4 4 SHGC:0.3 W215A:Wood Frame 8 0.270 0.270 2 2 SHGC:0.3 W219B:Wood Frame 14 0.270 0.270 4 4 SHGC:0.3 W101A:Glass Door(over 12 0.270 0.270 3 3 50%glazing) SHGC:0.3 W10113:Glass Door(over 22 0.270 0.270 6 6 50%glazing) SHGC:0.3 W101C:Glass Door(over 12 0.270 0.270 3 3 50%glazing) SHGC:0.3 W201A:Glass Door(over 12 0.270 0.270 3 3 50%glazing) SHGC:0.3 W20113:Glass Door(over 22 0.270 0.270 6 6 50%glazing) SHGC:0.3 W201C:Glass Door(over 12 0.270 0.270 3 3 50%glazing) SHGC:0.3 Report Title: 1820 Kenneys Road Report Date: 4/6/26, 10:11 AM 2 of 13 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 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 2025 Energy Conservation Construction Code of New York State requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, SEAN MADIGAN,AIA MADIGAN ARCHITECTS, PLLC 04/06/2026 Name -Title Signature Date D ABC MA,0 04 Op Report Title: 1820 Kenneys Road Report Date: 4/6/26, 10:11 AM 3 of 13 Inspection Checklist Energy Code:2025 Energy Conservation Construction Code of New York State Requirements: 100%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. Pre-Inspection/Plan Review Reaction Plans Field Verified "Verified &Re .1D Pre-Inspection/Plan Review 1 Value � "Value � Complies? �Comments/Assumptions 105.1, Construction drawings and �� ' O Complies 105.2 documentation demonstrate '�� [PR1]1 energy code compliance for the �Does Not envelobuildinpes air barriers,energy iiriiiii %////% (�O Not y P gyp y ii �� i 9servable credits,renewable ewer battery storage,solar ready systems and energy compliance v �� Not path represented on �� ! �� //�� pplicable construction documents. 105.1, Construction drawings andCD Complies 105.2, documentation demonstrate 403.8 energy code compliance for ' � Does Not [PR3)1 lighting and mechanical ;,i, �ii�� i/ f//��i RmPly systems.Systems serving Not muWple dwelling units roust �1;�� „��i� /i�ai�/�� 9servable demonstrate compliance with the IEWCC Commercial Provisions , F]Not PPlicable 302.1, is 41,n arsd cooiirt, �qua�r�raent Heating° Heating �Complies Exception: Requirement 403.7 f sized per'ACCA h rrruaC S Btu/hr 8tu/hr Does Not is not applicable. [PR2]1 based on loads calculated per AC:CA Manual 1 or other methods Imply approved by the Code official. Cooling: Cooling: (1 Not Btu/hr Bt'u/hr' Rservable PNot livable Additional Comments/Assumptions: 1 Hi h Im act(Tier 1) 2: Medium Impact(Tier 2) 3 Low Im act(Tier 3) Report Title: 1820 Kenneys Road Report Date: 4/6/26, 10:11 AM 4 of 13 Foundation Inspection Section I 6 Req«IL! Foundation Inspection Complies? Comments/Assumptions Systems serving multi le dwellingg units 0 Complies Exception:Requirement is not applicable. compiy with Sections 403 and C404 of the commercial code. Does Not Pmply Lriot servable Not pplicable 403,91 Beating systems installed for outdoor Complies Exception:Requirement is not applicable. � 19 �� heating are radiant systems controlled � oes o by occupancy sensing or timer switch. D loot cxmpiy, 9Not vservable Not ppli"cable Snow and ice meltina3 s steam controls 0 Complies Exception: Requirement is not applicable. 40 44 Installed to shut off sys em when �u13 0'ib Does Not pavement temperature�50I~and no � � precipitation or automatic controls to I Imply shut off the system when outdoor Not temperature>40R �Rservabie Phi plicltable Additional Comments/Assumptions: 1 Hi h Impact(Tier 1) ,, Medium Im act(Tier 2) 3 tz�w Impact:(7,1, 3) Report Title: 1820 Kenneys Road Report Date: 4/6/26, 10:11 AM 5 of 13 Framing / Rough-In Inspection section Plans f Field f d Framing/Rough-in Verified Verified fm RaLlwlEl Inspection value ValueComplies? Comments/Assumptions 303.1.3 U-factors of fenestration , %/%""; CD Complies [FR4)1 products are determined in accordance with the NFRC test Does Not procedure or taken from the j omply ��o�� default table. Not Observable Lj Not r Applicable 402.5.1.1 Air barrier and thermal barrier CD Complies installed per manufacturer's [FR23] instructions. �� ' jl; Does Not a , amply PNot servable � o Not applicable 402.5.3 Fenestration that is not site built Complies [FR20]1 is listed and labeled as meeting 01�Pirt5.2/A A/C5A o,,,l � Po Does Not AAMA/WD 1 440 or has infiltration �/� �� mply rates per NFRC 400 that do not i Not exceed code limits, //i/Psery Not able i11 Pp plicable 402' .4 IC-rated recessed lighting ��ii/j� ��, L)CompliesException:Requirement fixtur(FR1;6 housing/inteer o rfinish and ; ' i/'� %/� %��%%iiiiiii P Does Not is not applicable. labeled to indicate s2.0 cfm ii�% % amply leakage at 75 Pa. Not Q Observable Not t�pplicable 4p3,4 HVAC pipin conveying fluids Complies Exception: Requirement [FR1 ( above 105-F or chilled fluids R ..........-.__ R, is not applicable. below 55°F are insulated to?R- i Does Not 3. omply Q Not Observable Not 1ppplicable � 4016, Automatic or gravity dampers G Complies FRAJr are installed an all outd or air �� ' Not Does Not intakes and exhausts for mechanical ventilationsystems, P Y Z// („ Observable Not pplicable 403,6i1 Ventilation systems in climate CompliesException: Requirement FRO)z, zone 6 shall utilize heat or is not applicable. ( energy recovery with balanced 1 �Does Not ventilation and a sensible P amply recovery efficiency(SRE)>_ , ❑Not 65%at 32 F. j Observable y Not pplicable 403.3.3 Suppfyy and return ducts in attics ` I (]Complies [FR12]1 insulated>=R-8 where duct is >=3 inches in diameter and �� ,,,,, � , Does Not >=R-6 where<3 inches. " Comply Not servable Not -�applicable Report Title: 1820 Kenneys Road Report Date: 4/6/26, 10:11 AM 6 of 13 Section Plans Field # Framing/Rough-in Verified Verified &Req.ID I Inspection Value Value Complies? Comments/Assumptions ......,.... 403.3.6 Ducts,air handlers and filter _ - Complies Exception: Requirement [FR1311 boxes are sealed with is not applicable. joints/seams compliant with Does Not International Mechanical Code t Comply or International Residential % �� Not Code,as applicable. , servable i Not applicable 403.4.1 Protection of insulation on HVAC Complies Exception: Requirement [FR241' piping. Does Not is not appificable. �i��iiiii i i%! Com I ��iiii��w � P Y P Not 1' servable Q Not Applicable 403.5.2 Hot water pipes are insulated to R= R= �Complies Exception: Requirement [FR18]2 1 inch of insulation. does Not Is not applicable. omply Not servable Not Applicable 402.5.5 Air-sealed electrical and " ` i Complies [FR2912 communication boxes installed ll Does Not in the thermal boundary of theiii envelope sealed to limit air Pmply leakage between conditioned ,� /��%////��> Not and unconditioned spaces. �� p �/� %� servable [ Not Jp livable irvi/�/iiiii 403.3.1 Duct systems are design and I �' /� � ii�. E)Complies Exception: Requirement [FR1211 sized in accordance with ACCA is not applicable. Manual D based on HVAC sizing � ��/� Does Not calculations in R403.7. Duct amply systems serving multiple j/ Not dwelling units is sized in �j� i,/�j, Pservable accordance with ASHRAE Handbook of Fundamentals, iio��/iii „i ❑Not ACCA Manual D or an equivalent W, �irii� Applicable methodology. 403.3 Duct systems are design and '�'��' , 1�� '% Complies Exception: Requirement [FR31]1 sized in accordance with ACCA is not applicable. Manual D. Duct systems serving , ,,,�i Does Not multiple dwelling units is sized „ ��! Comply in accordance with ASHRAE Not Handbook of Fundamentals, i,��aiiiii� ,i servable equivalent ACCA Manual D or an equivalent t rs i methodology. - Not i-Aff„ �� Ppiplicable 402.17 Glazing U-factor(area-weighted Complies See the Envelope 402A.1, average). U"= U Assemblies table for 402.4.3, Does Not values 402e6 omply [FR211 I Q Nat Observable Not Applable Additional Comments/Assumptions: 1 High Im act(Tier 1) 2 Medium Impact(Tier 2) 3 Low Im act(Tier 3) Report Title: 1820 Kenneys Road Report Date: 4/6/26, 10:11 AM 7 of 13 Insulation Inspection stion &Il .la Insulation Inspection Complies? Comments/Assumptions All installed insulation is labeled or the Cj-Complies installed R-values provided, Does Not camnpty Not servable Not ppli'cable 402,2.3, Wood attic knee walls or root trusses �C]Cm mplies Exception:Requirement is not applicable.. 402,231 separating conmlltioned space Iron's Does Not unconditioned antic space comply Mth the insulation requirements in Table Comply R402,1,3,Attic knee walls contain an air Not barrier between the conditioned and servable unconditioned space. Not pplicaWe Additional Comments/Assumptions: 1 I1q h lnr act?Tier 1} 2. t fediurrr irru act(Tier 2) 3 LowIm act('Tl,,3) Report Title: 1820 l enneys Road Report Date: 4/6/26, 10:11 AM 8 of 1.3 Final Inspection Provisions Section Plans Field # Verified [ Verified &Req.ID Final Inspection Provisions Value 6 Value Complies? Comments/Assumptions 303.3 Manufacturer manuals for ,,, V' /�� 0 Complies Exception: Requirement [F]18]3 mechanical and water heating �/, is not applicable. systems have been provided. Does Not OmPIY Not servable Not ❑ Applicable 403.1.2 Heat pump supplementary C)Complies Exception: Requirement z heat controls to prevent ' ' �� //i is not a Bticable. [FI101 p ��i�� a% �J i��ii ///,//r Does Not pp supplemental heat when heat �� /„ pump compressor can serve �' �� p %��/////��/� amply the heating load. Not R servable Not oioi/ � / Applicable Hot water Com lies 403.2 control to lowerrboile have ' / Pm Exception: [FI26]2 automatic outdoor setback is not a a licable. temperature based on outdoor / P temperature,temerature or water - !'% /j Not p servable temperature sensing. Not Applicable 403.3.6.1 Air handler leakage designated ��i%/�, !��i�"" 'O�/;% 0 Complies Exception: Requirement [FI2411 by manufacturer at<=2/o of �,�, �� o//iii//i� / is not applicable. design air flow. / Does Not omply Q Obserer vable Not pplicable 403.3.7 Ducts are pressure tested in O Complies Exception: Requirement [FI2711 accordance with 's not applicable. ANEI/RESNET/ICC 380 or cfm/100 ft2 cfm/100 ft2 Does Not ASTME1554 to determine air omply leakage with either: Rough-in Not test:Total leakage measured servable with a pressure differential of 0.1 inch w.g.across the system Q Not including the manufacturer's Applicable air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.8 Duct tightness test result of CD Complies Exception: Requirement [FI4]1 <=4 cfm/100 ft2 across the is not applicable. system or<=3 cfm/100 ft2 cfm/100 ft2 cfm/100 ft2 Q Does Not without air handler @ 25 Pa. Comply Duct tightness<=8 cfm/100 Q Not ft2 for ducts within thermal Observable envelope. For rough-in tests, verification may need to occur A Not during Framing Inspection. pplicable 403.5.1 Circulating service hot water �. ' C]Complies Exception: Requirement {1`111I2 systems have automatic or f Does Not is not.applicable. accessible manual controls. 1 comply „ Not f servable Not pplicable 403.5.1`1.1 Demand recirculation water0 Complies Exception: Requirement [F132]2 systems have automatic -- Does Not is not applicable. controls to start pump when „ Q hot water is requested. P omply Not servable Not pplicable , Report Title: 1820 Kenneys Road Report Date: 4/6/26, 10:11 AM 9 of 13 Section plans 1 Field Verified Verified Req lD Final Inspection provisions Value � Value Complies? Cornments/As umptlons 403.5.1`:1 Heated water circulation / Complies Exception:Requirement C126 um The system return ion „/ is not apptucable. rn pipe t '�C�aroes�Not is a dedicated return %l ��, Not x systems have a circulation pump. y �r pipe or a l om ly cold water supply pipe Gravity and thermos-syphon circulation �� servabie systems are not present. AF �� Gi%� � g Controls for circulating hot "// ��%/�% �ii%�%��/// dot water,sy�stern pumps start the �� FM Ircab pump with signal for hot water demand within the occupancy Controls automatically turn off the pump when water is in lrcutat 1 ion loop Is at set-point r p 'at m temperature and no deand fair hot waterexi�st�s. 4015„1.2 E9ea trlc treat trace systems ,// 0 Cornplius Exception:Requirement CRdw comply with '1 h IEEE 515. or CJL //� % is not.applicable./ // j Does Not adjust othe energy in}put tolthe �ntrols Co Doesmply heat tracing to maintain thei ° Clot desired water temperature in xservable, the piping, P t plic .able Complies Drain water heat recovery / „ � 0 Exception: Requirement m units tested in accordance with %� /�ii i�� Is not applicable. i� a a� Does Not PP CSA B55.1.Potable water-side � pressure loss of drain water 0// iiiiii��/// lmP'ly heat recovery units<3 psi for � � Not individual units connected toy 6servable one or two showers Potable , water-side pressure loss of ��i��%/ �� ;iiiii�� % Not drain water heat recoveryunits " /'°� livable / / 1fj/ iiiiii/Di PP connected t dihree or more /°ii %ii//i /i %// showers. ////!//MR,'' Compliance certificate posted ' O//// ' /%///9 0 Complies with building specifications, ,��/,,, / conr Nance'path,R408 energyi//i//� � �iir i�� //�iii� Does'Not cred ts,results and solar ready %////�� i//��/ /�//%�/��% �ornpiy %/ //�/� zone if provided, i/iDii�//ii oil/ 'l /%%/////iii % r-�,Not t 7 Observable [3 Nat Applicable All mechanical ventilation / ( Complies Exception: Requirement system fans not art of tested i� �� °�a PP ��/�%//ii%/��o��%/ i%%�� foes Not Is not a � Glcable. and listed fNVAC garlpmerrt �, �,/ �%/////�� meet efficar a and air flow /�" �/ omptly limits per Table 1i403.6.2. Not 6servabke Not pHcabIe 403. w Mechanical ventilation systems %i'% Complies Exception:Requirement fW3 tested and verified to meet the �� //�� i/ Is not applicable. minimum flow rates required � Does Not by Section R403.6. /� %%/%/ omply Not asrarvable % c, Hof. Applicable 403:6,5 Intermittent exhaust for b,,, �compiles Exception:Requirement (Pg341 bathrooms/toilet rooms hasis not applicable. automatic control,occupant ( "flt�oes Not sensor control,humidityomply control or contwninant control Not / Raservabie i,%/, lyidot " r PPlicable 4017.1 Electric resistance heating total C)Complies IF1611 capacity for dwelling units, Does aesdcrt sleeping units and orcupar�lces � r ""' In the building<�� .0 lC � � � ornpdy r Not 1ss=rvable 0 Not ,applicable Report Title: 1820 Kenneys Road Report Date: 4/6/26, 10:11 AM 10 of 13 Section Plans Field # { Verified Verified &Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.13, Gass fireplaces 3 i equipped with %'% Complies Exception: Requirement 403.13.1 on-demand pilot,intermittent r is not applicable. [F135] accordance orinterrupted ignition �� Does Not >Fireplace efficient 50%in Comply with SA P.4.1Not servable Pa. Not pplicable 404.1 100%of permanent fixtures „ /„ 0 Complies [F16]1 have high efficacy lamps. Does Not omply l ' Not 1, ' � /iii�'i✓��i"/%iaii � servable Not pplicable 404.1.2 Exterior lighting power is below Complies [FI35]3 the allowable wattage in Table R404.1. Does Not r Comply Not ery ble Not Applicable . / 404.1.5 Fuel gas lighting systems have Complies Exception: Requirement [FI23]3 no continuous pilot light. is not applicable. Does Not comply Not ""ede' Observable Not PPlicabl2 404.2.1, Permanent interior lighting Complies 404Z2 shall be controlled with either a % �� [FI36]3 manual dimmer,occupancy Does Not �� '�� ,�i sensor or auto shut off control ,,, //i' //% ' /%//i/i/ omply based on occupancy built with /� ''��"' iiNot manual override. ""j " ' , R6 ervable Opplicable Not 404.3 Exterior lighting >=30 watts ""�'� !"i'�" "�iiio��'� 9 g ///// ��""i�� i//""�/l/ �Complies [F137]3 shall have the following ��/ �� j Does Not controls:manual on/off ��'% / with automatic shut-offswitch /, % i/ Umply i i Diiii'///////af automatic shut-off in daylight y �/// ��f Not hours,and controls that /� 1,, �% servable override automatic shutoff that returns to automatic control f Not within 24 hours. /oi/// �;r //'��%�i' PPlicable 404.4 4tiJhar'e renewable enemy i /b/i.."' , �� / Complies Exception: Requirement [FI36]3 gek"Wer"anon "gtPdgg)nMf'nt ns i ii"""' is rot'applicable. insta&led.signeei attestation for " Does Not renewable energy credits �" �� omply (RECs)or energy attributable Not certificates(EACs)associated ' with the renewable energy servable used for compliance are Not provided to the code official. pplicable 402.Si1.3 <=3Blower 0 ACH50 in Clime ea Zones Af ACID 50 Complies [FI17] 4-5 and <=2.5 ACH50 in = Does Not Climate Zones 6. omPly Not servable Not pplicable 403.1.1 Programmable thermostats Complies Exception: Requirement [Flg]2 installed for control of primary r; is riot applicable.heating and cooling systems t, QDoes Not and initially set by - P omply manufacturer to code ) Not specifications. servable Not Applicable Additional Com ments Assump tions: Report Title: 1820 Kenneys Road Report Date: 4/6/26, 10:11 AM 11 of 13 .................. High Impact(Tier 1) 2— medium Impact(Tier 2) 1 Law Irpt act(Tier 3) LLJ Report Title; 1820 Kenneys Road Report Date: 4/6/26, 10:11 AM 12 of 13 Conservation2025 Energy Construction Code of New York State Energy mw ■ ency Certiw rr cate ins lation Rating, Above-Grade Wall 0.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling/Roof 0.00 Ductwork(unconditioned spaces): D. . Window 0.27 0.30 Door 0.27 0.30 Skylight 0.00 7- Heatin9_§!_�;p9Iin%Equipment Efficiency Heating System: Cooling System: Water Heater: Signature Name: Date: Comments: Report Title: 1820 Kenneys Road Report Date: 4/6/26, 10:11 AM 13 of 13 i DRAWING INDEX DRU PROPERTIES, LLC BUILDING DEPARTMENT NOTES VICINITY MAP PROJECT INFORMATION 1. THE SCOPE OF THIS PROJECT IS TO PERFORM AN INTERIOR RENOVATION WITH PRIVATE ALTERATIONS TO THE WALL LAYOUT ON THE BASEMENT, FIRST, AND SECOND g ADDRESS: 1820 KENNEYS ROAD N FLOORS AND A COMPLETE REFRESH TO THE KITCHEN AND THE BATHROOM SOUTHOLD NY 11971 co Iq FINISHES, FIXTURES, APPLIANCES, ETC. THE FOYER STAIR IS TO BE RECLAD WITH s TAX MAP ID: 1000-059.00-03.00-016,002 C) RESIDENCE 7 WOOD AND THE RAILING IS TO BE REPLACED. THE EXTERIOR PORTICO OVER THE r ' FRONT ENTRY STOOP IS TO BE DEMOLISHED AND THE SUPPORT COLUMNS ARE TO BE REMOVED. A NEW COVERED CANOPY OVER THE ENTRY STOOP IS TO BE TOWNSHIP: SOUTHOLD TOWN 1820 Kenny's Road ui CONSTRUCTED. SEVERAL WINDOWS ARE TO BE REMOVED AND REPLACED, AND HAMLET: SOUTHOLD Southold, NY 11971 SEVERAL NEW WINDOWS ARE TO BE ADDED. sanQia ZONING MAP: TOWN OF SOUTHOLD ZONING MAP 0 (SOUTHOLD HAMLET) w Tpw a Z) G ZONING DISTRICT: AC Sheet Name ARCHITECT ..:,. , YEAR BUIILT: 2015 GENERAL Madigan Architects _ M. MADI Gr7c N Architects 53610 Main Road G-001 INDEX Southold NY 11971 LOT AREA: 99,635 SF/2.287 ACRES (EXISTING) G-002 GENERAL NOTES +1 (203) 871-1939 80,000 SF/0,918 ACRES (MIN PER ZONING) LOT IS CONFORMING FOR AREA G-003 GRAPHIC SYMBOLS - G-0041 STRUCTURAL NOTES • LOCATION MAP APPLICABLE BUILDING CODES DEMOLITION DM-100 DEMOLITION PLAN - LEVEL 00 • ALL MATERIALS,ASSEMBLIES, FORMS & METHODS OF CONSTRUCTION AND SERVICE DM-101 DEMOLITION PLAN - LEVEL 01 • EQUIPMENT SHALL COMPLY WITH THE APPLICABLE CODES LISTED BELOW: DM-1 02 DEMOLITION PLAN - LEVEL 02 • ` DM-104 DEMOLITION PLAN - ROOF 9 ZONING ORDINANCEDM-701 EXTERIOR ELEVATION - DEMOLITION - SOUTH • II d e,n U. TOVNN OF SOUTHOLD- PART II: GENERAL LEGISLATION y 4 CHAPTER 280-ZONING DM-702 EXTERIOR ELEVATION - DEMOLITION - WEST • DM-703 EXTERIOR ELEVATION - DEMOLITION - NORTH • r° BUILDING CODE: DM-704 EXTERIOR ELEVATION - DEMOLITION - EAST • ICC;2024 IRC (AS AMMENDED IN THE 2025 RESIDENTIAL CODE OF NEW YORK STATE) Z� Issue Date& Issue Description By Check ARCHITECTURE 1 2 04106/26 ISSUE FOR PERMIT SQM g` y 1'F.,"G,> �... ENERGY CONSERVATION CODE: A-010 SITE PLAN - ICC 20241ECC A-050 INTERIOR DOOR SCHEDULE • - ,F` (AS,AMMENDED IN THE 2025 ENERGY CONSERVATION CODE OF NEW YORK STATE) A-051 INTERIOR DOOR SCHEDULE • NATIONAL ELECTRIC CODE: A-070 WINDOW SCHEDULE • �8 �`e • ¢, NFP'A 70 NATIONAL ELECTRIC CODE 2023 A-200 CONSTRUCTION PLAN - LEVEL 00 (ADOPTED WITHOUT AMMENDMENT IN THE NEW YORK STATE ELECTRICAL CODE 2023) A-201 CONSTRUCTION PLAN - LEVEL 01 - A-202 CONSTRUCTION PLAN - LEVEL 02 • EXISTING BUILDING CODE: A-204 CONSTRUCTION PLAN - ROOF ICC 2024 EXISTING BUILDING CODE • ' (AS,AMMENDED IN THE 2025 EXISTING BUILDING CODE OF NEW YORK STATE) A-701 EXTERIOR ELEVATION - SOUTH - A-702 EXTERIOR ELEVATION - WEST • A-703 EXTERIOR ELEVATION - NORTH - , r A-704 EXTERIOR ELEVATION - EAST • - P L I G RISER D I G A A-710 EXTERIOR AXONOMETRICS A-711 EXTERIOR PERSPECTIVES - A-712 EXTERIOR PERSPECTIVES A-760 EXTERIOR SECTION DETAILS • A-902 TYPICAL FRAMING DETAILS • A-903 TYPICAL FRAMING DETAILS • JiLVTR IiLYTR _ BATHROOM 210 \1 BATHROOM 212 1 ' { _ _ _ _ _ _ ___ _ _I_ 1 _ _ _1-1/2"_ I 1-1/2" BATHROOM 215 MASTER BATH 207 / ) — — — T — T — ———— T — — — — — T — — — — —— — — -F — — ' 11-1/2 1 1-1/2 1 1-1/2 1-1/2 1 1-1/2 1 1-1/2 1 1-1/2 1 1-1/2 1 1-1/2 1 - T T - - � 1 �� 1 �� 1 — I - -- - - - - - --- - -- ' 1-1/2 ' I f I r` I I 1 11-1/2' 11-1/2" 11-1/2" — 1 I I ! I I I 1 2"1 4" ( I I I I I 1 I I 1 1 I I — '�. LEVEL 01 39' 17/8" - - - - - - - - 2"- --I- - -1- - - - -- - -- �— - -I- - - i - -- - - - - - - - - - - - -t- - J - rt- - - - - - - --' -- - - - - -i- I- - 4 � 2" 4., 2 �.i 21' 4.. 2"2 �. , 2 2 4 2 4 I C.O. Seal/Signature C.O. I �—' i ' �. 4 1 4 R POWDER 116 MUDROOM/LAUNDRY 108 1' 1 \5� MA Cy KITCHEN 106 B3ATHROOM 111 p />. - - - 1-1/2"_ 1 _ 1-1/2" 1-1/2" C� QN I I I 1 I I I I (�� C�� -^al �. I ��I STAND PIPE I I 1-1/2 1 1-1/2 1-1/2" ` 1-1/2" 11-1/2" 1 1 1 I �� 1 I 1 2 4 I I Zo l I 1 I DW0 I 1 1 I 1 '9T �4015g LEVEL 01 - -�— - - --- -- -- - - - - — ' — - — - — - — — - — - — - - - - - ' —i- - - - - - -- - - - - - - - - - OF NE cli I 2.. 4�� Project Name I , C.O. I 4" 2 2 11 4 2 4 I C.O. PRIVATE RESIDENCE r I 4„ 1 4.. ++ I I I WETBAR 009 LAUNDRY 004 I Project Number _ 1 1/2 1 25001 I I I 1-1/2' < i STAND PIPE 2"Ii 2 1 4' I I �— r , C.O. I ' 4" - - Description • TO EXISTING LEVEL 00 _ `l 1 1 2" SEPTIC SYSTEM INDEX - - - - - - - - - - -� - HOUSE 18' 101/8" , 2 ----- - �. - - -- -- - - - - - -- - - - - - - - - TRAP C.O. ) 14 1. 4" EP Scale i' As indicated PLUMBING RISER DIAGRAMG =001 © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbcox\Madigan Arch itects\O1_Projects\25026_1820 Kennys Road - Louis Lizardos\01—Model s\25026_1820 Kennys Road.rvt I GENERAL NOTES DEMOLITIONNOTES MILLWORK NOTES : FAINTING MOTES: # � DRU PROPERTIES, LLC . GL/o1SS OTES: 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENT 1.AS REQUIRED PRIVATE CO Q QU D TO INSTALL NEW SCOPE OF WORK. 1. CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. 1. ALL AREAS RECEIVING PAINT, AS INDICATED IN FINISH SCHEDULE, SHALL BE 1.ALL GLASS SHALL BE SIZE CRITICAL BASED ON FIELD DIMENSIONS OF THE APPLICABLE CODES,LAWS & REQUIREMENTS APPLICABLE TO THE 2.ALL DEBRIS TO BE PROMPTLY REMOVED FROM SITE. CONTRACTOR TO NOTIFY DESIGNER OF NY DISCREPANCIES IN FIELD. PAINTED IN ACCORDANCE WITH PAINT MANUFACTURE'S WRITTEN 2. ALL GLASS, SHALL BE LOW IRON GLASS LION,AND TEMEPRED WHERE LOCATION OF THE PROJECT. 3.ANY DAMAGE DONE TO FLOORS, WALLS, ETC. DUE TO REMOVAL OF EXISTING 2. CONTRACTOR SHALL CHECK JOB PROGRESS AND COORDINATE WITH OTHER INSTRUCTIONS. REQUIRED BY CODE 2. THE CONTRACTOR (AND HIS/HER SUB-CONTRACTORS)SHALL STUDY AND PARTITIONS, PLUMBING FIXTURES, OR ANYTHING REMOVED IN ORDER TO TRADES INVOLVED. 2. WALLS SCHEDULED TO BE PAINTED SHALL INCLUDE SURFACES FROM FLOOR RESIDENCE COMPARE THE CONTRACT DOCUMENTS AND SHALL AT ONCE REPORT TO THE COMPLETE THE SCOPE OF WORK AS INDICATED ON DRAWINGS SHOULD BE 3. PERFORM ALL FABRICATION FROM FIELD MEASUREMENT WITH PROVISION FOR TO CEILING INCLUDING PILASTERS, FASCIAS, DOORS, BUCKS, REVEALS, AND ALL ARCHITECT IN WRITING ALL ERRORS, INCONSISTENCIES OR OMISSIONS PATCHED TO MATCH EXISTING AND MEET DESIGNER'S AND OWNER'S APPROVAL. SCRIBING AS REQUIRED TO MEET BUILT-IN CONDITIONS. SURFACES NOT INCLUDING FLOOR AND CEILINGS. DISCOVERED AND VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCING THE 4. SEAL ALL VENTS AND OPENINGS AS REQUIRED DURING DEMOLITION TO 4. ALL MILLWORK TO INCLUDE INSTALLATION SHALL BE AWI 'PREMIUM GRADE.' 3. PAINT GYPSUM CEILINGS AND WALLS AS PER FINISH SCHEDULE. M WORK. IF THE CONTRACTOR KNOWINGLY PROCEEDS WITH ANY OF THE WORK PREVENT DUST DAMAGE ACROSS ROOMS. 5. ALL WOOD SHALL BE FIRE-RATED IN ACCORDANCE WITH LOCAL FIRE RATING 4. PAINT COLORS AND TEXTURES SHALL BE SELECTED AND SPECIFIED IN FINISH 1820 Kenny's Road SO AFFECTED WITHOUT WRITTEN (INSTRUCTION OF THE ARCHITECT, THE 5. CONTRACTOR TO REMOVE ALL FURNITURE,APPLIANCES, ETC., IN ORDER TO REGULATIONS. SCHEDULE, AND CONTRACTOR SHALL SUBMIT THREE 18"X18"SAMPLES OF EACH ,J CONTRACTOR SHALL MAKE GOOD AT HIS OWN COST ANY RESULTING ERROR, ALLOW FOR NEW CONSTRUCTION AS SHOWN. 6. GROUNDS, FURRING, STRAPPING AND BLOCKING SHALL BE FREE FROM KNOTS SELECTED COLOR AND TEXTURE FOR ARCHITECT'S REVIEW. � S ITE TECHNOLOGY NOTES : Southold NY 11971 DAMAGE, OR DEFECTS OR TIME DELAYS CAUSED. THE CONTRACTOR SHALL 6. CONTRACTOR TO PROVIDE ALL SCAFFOLDING AND BRIDGING AS REQUIRED TO WHICH WOULD AFFECT THE STRENGTH OR RENDER NAILING DIFFICULT. 5. ALL WALLS AND CEILINGS SHALL BE PROPERLY PREPARED, SPACKLED, PERFORM NO PORTION OF THE WORK WITHOUT CONTRACT DOCUMENTS OR, COMPLETE SCOPE OF WORK. 7.ALL MATERIALS FOR WOODWORK SHALL BE THOROUGHLY KILN-DRIED. SANDED, ETC., TO PROVIDE A PERFECTLY SMOOTH SURFACE TO RECEIVE PAINT, 1. GC SHALL MAINTAIN A COMPUTER& INTERNET CONNECTION TO RECEIVE WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES 7. FOR ALL NEW STONE AND WOOD FLOORING, CONTRACTOR IS TO REMOVE ANY 8.ALL FINISHED WORK SHALL AS FAR AS PRACTICABLE, BE ASSEMBLED AND SKIM COAT, ETC. AS REQUIRED. SKETCHES&TRANSMISSIONS ON SITE DURING CONSTRUCTION. GC SHALL ALSO FOR SUCH PORTION OF WORK. EXISTING SUBSTRATE AS REQUIRED TO KEEP FLOORS LEVEL AND TRUE. FINISHED IN THE SHOP AND DELIVERED TO THE BUILDING READY TO ERECT IN 6.ALL PAINT SHALL BE WATER BASED PAINT, PROVIDE ONE(1) PRIMER COAT AND PROVIDE THE DESIGNER WITH A MOBILE TELEPHONE NUMBER FOR THE JOB 3. NO WORK TO COMMENCE ON SITE UNTIL PLAN HAS BEEN APPROVED AND 8.WHEN DEMOLITION IS REQUIRED ON SITE: PLACE. TWO(2) FINISH COATS OF PAINT AS SPECIFIED IN FINISH SCHEDULE. SITE. PERMIT ISSUED BY THE BUILDING DEPARTMENT. A.ALL DEBRIS SHALL BE WET AT THE TIME OF HANDLING TO PREVENT DUST, 9.ALL WORK SHALL BE FABRICATED, ASSEMBLED, FINISHED AND ERECTED IN 7.ALL ROOMS TO BE BENJAMIN MOORE AURA, DUNN EDWARDS SUPREMA OR 2. GC TO PROVIDE A FIRE EXTINGUISHER AND FIRST AID KIT ON SITE DURING 4. ALL STRUCTURAL WORK SHALL BIE COORDINATED W/DESIGN DRAWINGS AND B. NO STRUCTURAL MEMBER OF ANY KIND SHALL BE DEMOLISHED UNTIL THE ACCORDANCE WITH AWI 'PREMIUM GRADE' STANDARDS. SURFACES AND ARISES APPROVED EQUAL UON IN FINISH SCHEDULE. COLORS & FINISH TBD BY ARCHITECT SHALL CONFORM TO THE PROJECT SPECIFICATIONS AND APPLICABLE BUILDING STORY ABOVE IS COMPLETELY REMOVED SHALL BE TRUE, STRAIGHT, AND FREE FROM ALL MACHINE AND TOOL MARKINGS, ARCHITECT. CONSTRUCTION.GC SHALL PROVIDE Madigan Architects CODES. C. FREE FALL DUMPING OVER EXTERIOR WALL WILL NOT BE ALLOWED BRUISES, INDENTATIONS, CHIPS OR ABRASIONS. 3. O E A NEST WEBCAM OR APPROVED EQUIVALENT FOR REMOTE � g 5. ALL MECHANICAL AND ELECTRICAL WORK SHALL BE DESIGN BUILD, FILED BY D. DEMOLITION PERMIT SHALL BE OBTAINED BY A LICENSED WRECKING 10. WHERE MEMBERS ARE MITERED OR BUTTED, THEY SHALL BE JOINED AND IN A VIEWING OF SITE FROM TWO LOCATIONS. OWNER SHALL INSTALL& PAY COST OF MADIGAN 53610 Main Road THE CONTRACTOR. RELATED FILINGS SHALL ALSO BE COORDINATED AND CONTRACTOR (CLASS C-21) OR A LICENSED GENERAL CONTRACTOR (CLASS MANNER TO INSURE AGAINST THE JOINT OPENING. PLUMBING �� r INTERNET BANDWITH TO SUPPORT CONTINUOUS CAMERA FEED. Architects Southold NY 11971 EXECUTED BY THE CONTRACTOR. ANY DISCREPANCIES BETWEEN THE B-1). 11. PROVIDE ALL CABINET DOOR AND SHELVING WORK HARDWARE ASS REQUIRED : +1 (203) 871-1939 ENGINEERED SYSTEMS AND THE DESIGN DRAWINGS SHALL BE BROUGHT TO THE E. CONTRACTOR SHALL USE NEGATIVE PRESSURE MACHINES AND HEPA FILTERS FOR A COMPLETE INSTALLATION. REFER TO HARDWARE SCHEDULE.. ATTENTION OF THE ARCHITECT IMMEDIATELY, PRIOR TO ANY CONSTRUCTION OR THROUGHOUT DEMOLITION TO REDUCE AIRBORNE DUST. 12. AFTER TOTAL COMPLETION OF ERECTION, ALL NAIL HOLES, SCRATCHES AND PURCHASING OF MATERIAL. 9. FOR NEW CONSTRUCTION, CONTRACTOR SHALL PROVIDE A FULL RADON OPEN JOINTS SHALL BE FILED AND TOUCHED UP SO AS TO BE INVISIIBLE. 1. PROVIDE ALL PLUMBING ROUGHING AS INDICATED OR IMPLIED BY CONTRACT FIRE DEPT. DOCUMENTS. NOTES : 6. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING, SHEETING MITIGATION SYSTEM WHERE APPLICABLE AND IN ACCORDANCE WITH 13. ALL WHITE LACQUER MDO AND WOOD VENEER PLYWOOD TO RECEIVE SOLID AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS APPLICABLE CODES. EDGE BANDING TO CONCEAL LAMINATIONS. EDGE BANDING TO BE VENEER THICK 2. ALL FIXTURES AND ACCESSORIES TO PROVIDED AND INSTALLED BY PROJECT CONDITIONS REQUIRE. SHORING AND SHEETING SHALL BE DESIGNED UNLESS OTHERWISE NOTED. CONTRACTOR AS PER MANUFACTURER''SS GUIDELINES. IF CONTRACTOR FINDS BY A LICENSED PROFESSIONAL ENIGINEER HIRED BY THE CONTRACTOR, WHO 14. FLITCHES TO BE MAXIMUM PRACTICABLE WIDTHS AND FULL HEIGHT IN THAT COMPONENTS OR ITEMS ARE MISSING WHICH ARE REQUIRED FOR THE 1. GC TO REFER TO APPLICABLE FIRE CODE NOTES RELEVANT TO NEW SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE ARCHITECT'S SEQUENTIAL BOOK MATCH PATTERN. GRAIN DIRECTION ON WALL PANELS AND COMPLETE INSTALLATION AS IMPLIED IN THE CONTRACT DOCUMENTS THE GC CONSTRUCTION OF SINGLE FAMILY RESIDENCE. REVIEW. " " .w: CABINET FACES TO BE VERTICAL UNLESS OTHERWISE NOTED. ARCHITECT TO SHALL NOTIFY THE DESIGNER IMMEDIATELY FOR COORDINATION. 2. PROJECT CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE 7. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN THE RO �"� NOTES REVIEW SELECTION PRIOR TO PURHCASE. 3. PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADES. STANDARDS OF THE MOST CURRENT BUILDING AND MUNICIPAL CODES AS V 4. INSTALL FIXTURES, LINES OR PIECES OF THE APPROVED ALL VALVES AS ARCHITECTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED IN 15. FABRICATE UNITS IN LARGEST PRACTICABLE SECTIONS.ASSEMBLE IN THE ADOPTED BY THE STATE OF NEW YORK AT TIME OF INITIAL FILING. VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE SHOP FOR TRIAL FIT. DISASSEMBLE FOR SHIPMENT AND REASSEMBILE WITH INDICATED ON THE DRAWINGS OR AS MAY BE REQUIRED FOR THE PROPERCONTROL OF THE VARIOUS APPARATUS AND PIPELINES SO THAT ANY OF THE 3. A SET OF PLANS MUST REMAIN ON THE JOB SITE AT ALL TIMES. APPOINTMENTS OWNER, AND LIMITED FIELD OBSERVATIONS AND MEASUREMENTS. THE CONCEALED FASTENERS. FOR INSPECTIONS, IF REQUIRED, SHOULD BE MADE AT LEAST TWO DAYS IN CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING 1. ALL PRODUCTS SPECIFIED SHALL BE PROVIDED IN LOCATIONS INDICATED AND 16. MAINTAIN RELATIVE HUMIDITY AND TEMPERATURE DURING FABRICATION, FIXTURE, LINES OR PIECES OF APPARATUS MAY BE CUT OFF FOR REPAIR ADVANCE OF THE REQUIRED INSPECTION. CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE.ALL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED STORAGE AND FINISHING OPERATIONS MATCHING THAT OF THE AREAS OF WITHOUT INTERFERING OR INTERRUPTING SERVICE TO THE REST OF THE 4.A 2A10BC FIRE EXTINGUISHER IS RECOMMENDED FOR HOUSEHOLD USE. DISCREPANCIES BETWEEN ACTUAIL CONDITIONS AND THOSE SHOWN IN THE INSTRUCTIONS. INSTALLATION. PROJECT. ALL VALVES SHALL BE DESIGNED FOR REPACKING WHEN WIDE OPEN 5. IF APPLICABLE, APPROVED ADDRESS NUMBERS SHALL BE ATTACHED TO CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR HIS 2. PROVIDE BLOCKING WITHIN ALL WALLS TO SECURE SHELVING WHERE 17. FACTORY FINISH ALL ITEMS WHERE POSSIBLE. DEFER FINAL TOUCH-UP, UNDER PRESSURE. BUILDING PER HOA GUIDELINES. EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS PUT IN PLACE. REQUIRED. CLEANING AND POLISHING UNTIL AFTER DELIVERY AND INSTALLATION. 5. BEFORE BEING COVERED UP OR BUILT IN, ALL PIPING SHALL BE TESTED AS 6. STRUCTURES UNDER CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE 8. PRODUCTS: TRADE NAMES OR MANUFACTURERS NOTED WITHIN DRAWINGS 3. GENERAL CONTRACTOR (GC)TO ENSURE THAT ALL APPLIANCES, TO INCLUDE 18. PANELING - PROVIDE CONCEALED WOOD BLOCKING AND FRAMIN(G,ANCHORS, REQUESTED BY THE AUTHORITIES HAVING JURISDICTION AND WITNESS BY THE PROVIDED WITH NOT LESS THAN ONE 2A10BC FIRE EXTINGUISHER AS FOLLOWS: AND/OR SPECIFICATIONS ARE TO ESTABLISH A STANDARD OF QUALITY: CONDENSER AND AIR HANDLING UNITS, ARE OPERATIONAL BEFORE HANDING CLIPS, SPLINES, SUPPORTING AND ATTACHING DEVICES. PROVIDE GUT-OUTS TO OWNER, DESIGNER AND OR BUILDING ENGINEER. 1)ON ALL FLOORS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED 2) IN CONTRACTOR MAY SUBMIT SUBSTITUTIONS OF OTHER MANUFACTURERS OVER TO OWNER, ENSURE THAT ALL POWER, WATER AND VENTILATION PROVIDE RECEIVE ATTACHMENTS, MECHANICAL AND ELECTRICAL WORK AS REQUIRED. 6. DIVERSION OF PLUMBING SHALL NOT INTERRUPT DRAINAGE SERVICE IN ANY EVERY STORAGE AND CONSTRUCTION SHED 3)WHERE SPECIAL HAZARDS EXIST PRODUCTS EQUAL TO THOSE SPECIFIED FOR APPROVAL OF THE ARCHITECT, AS NECESSARY. 19. MAKE ALL JOINTS HAIRLINE TIGHT, FITTED ACCURATELY AND JOINITED WITH WAY. INCLUDING BUT NOT LIMITED TO THE STORAGE AND USE OF COMBUSTIBLE AND 0 Issue Date& Issue Description By Check PRIOR TO IMPLEMENTING THE PRODUCTS ON THE PROJECT. 4. GC TO PROVIDE OWNER WITH PROJECT MANUALS AT CLOSE OF JOB INCLUDING HARDWOOD SPLINES OR DOWELS, GLUED TOGETHER OR BY OTHER METHOD 7. REMOVE ANY DORMANT PIPES DISCOVERED. FLAMMABLE LIQUIDS. 9. THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DRAWINGS WITHOUT ALL OWNER'S MANUALS AND WARRANTIES FOR ALL EQUIPMENT AND APPROVED BY DESIGNER. USE SCREWS, NOT NAILS, FOR FASTENIN(G TO 8. CONTRACTOR TO ENSURE THAT ANY EXISTING PIPES ARE IN GOOD CONDITION 7. PROVIDE ONE DRY HYDRANT ON THE PROPERTY PER FIRE DEPARTMENT 1 2 04106126 ISSUE FOR PERMIT SQM WRITTEN APPROVAL OF THE ARCHIITECT. APPLIANCES INSTALLED WITHIN THE SCOPE OF WORK. GYPSUM BOARD. OR REMEDY OR REPLACE EXISTING PIPES. REQUIREMENTS. 10. THE CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED UNDER THIS 20.ALL DRAWERS SHALL BE MAXIMUM DEPTH OF THE HOUSE CABINET W/ FULL 9. IDENTIFY ALL ITEMS REQUIRING SERVICE ACCESS AND PROVIDE APPROVED 8, SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE CONTRACT FOR;A PERIOD OF ONE YEAR AFTER COMPLETION AND FINAL w " " TYPE ACCESS DOORS. SUCH LOCATIONS TO BE COORDINATED AND APPROVED EXTENSION, SOFT CLOSING SLIDES, 100 LBS MIN CAPACITY, UNO. ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS IN THE PROJECT. THE ACCEPTANCE BY THE OWNER. I f� J� 21.ALL CABINET DOORS SHALL HAVE SOFT CLOSING CONCEALED EUIRO HINGES, BY DESIGNER. ACCESS DOOR TO BE RECESSED FOR DRYWALL SURFACES. ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND 11. THE CONTRACTOR SHALL INSPECT EXISTING CONDITIONS AT JOB SITE POWER ! ®P1TA NOTES UON. WHEN THE DOOR OPEN ADJACENT TO A PERPENDICULAR WALL 10. IF REQUIRED A NEW WATER METER SHALL BE INSTALLED TO MEET CAPACITY NOISE WITH ALL INTERVENING DOORS CLOSED. SMOKE ALARMS SHALL RECEIVE BEFORE SUBMITTING A BID.THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL OF THE NEW DOMESTIC AND SPRINKLER CAPACITY DEMANDS. CONTRACTOR SHALL PROVIDE LIMITER CLIPS TO PREVENT CLASHINIG DOOR W/ THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING PROVIDED THAT WATER METERS SHALL BE PLACED NEAR THE PROPERTY LINE AND OUT OF CONDITIONS ON SITE WHETHER INDICATED ON DRAWINGS OR NOT. SUBMISSION WALL, PROVIDE HINGE AT MAX 16" O.C. 11. SUCH WIRING IS SERVED FOM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED OF A PROPOSAL SHALL SIGNIFY THE CONTRACTOR'S ACCEPTANCE OF THE 1. PROVIDE ALL ELECTRICAL WORK AS INDICATED ON OR IMPLIED BY THE 22. ALL DRAWERS&CABINET DOOR PANELS SHALL BE FITTED W/(4) FOUR 1/8"THK THE DRIVEWAY APPROACH WHENEVER POSSIBLE. WITH A BATTERY BACK-UP.WIRING SHALL BE PERMANENT AND WITHOUT A CONTRACT DOCUMENTS AND EXISTING CONDITIONS. CONTRACT DOCUMENTS. CLEAR SELF-ADHESIVE BUMPERS AS EACH CORNER. DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVER CURRENT 12. THE CONTRACTOR MUST CONDUCT A PRE-DEMOLITION MEETING AND SITE 2. PROVIDE ALL ELECTRICAL POWER AS REQUIRED BY TELEPHONE COMPANY. 23. ALL REVEAL JOINTS BETWEEN CABINET& DRAWER PANELS SHALLL ALIGN + BE PROTECTION. WALKTHROUGH WITH THE OWNER AND ARCHITECT BEFORE THE PROVIDE TELEPHONE AND DATA WIRING IN LOCATIONS INDICATED AND ALL LEVEL+ PLUMB. WOOD 9. A SMOKE DETECTOR SHALL BE INSTALLED AT EACH BEDROOM AND AT A POINT COMMENCEMENT OF ANY DEMOLITION OR REMOVAL OF MATERIALS. NECESSARY CONDUIT.VOICE WIRING TO BE CAT3, DATA WIRING TO BE CAT6. FLOORING NOTES : CENTRALLY LOCATED IN EACH CORRIDOR. ALL FIRE PROTECTION EQUIPMENT 13. THE WORK TO BE PERFORMED CONSISTS OF FURNISHING ALL LABOR, PATCH PANEL TO BE PROVIDED IN LOCATION INDICATED, TERMINATIONS TO BE SHALL BE LISTED AND APPROVED FOR SUCH USE. EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES, FEES, MATERIALS,AND PROVIDED BY GC AT LOCATIONS INDICATED. TELEPHONE EQUIPMENT TO BE SERVICES IN ACCORDANCE WITH TrHESE NOTES AND DRAWINGS;AND INCLUDES PROVIDED BY OTHERS. PERFORMING ALL OPERATIONS NECESSARY TO CONSTRUCT AND INSTALL 3.ALL ELECTRICAL WORK SHALL BE COORDINATED WITH THE WORK OF OTHER 1. GENERAL STANDARDS TO COMPLY WITH RECOMMENDATIONS OF NATIONAL GYPSUM e A��(/� BOARD FLOORING MANUFACTURER'S ASSOCIATION (NOFMA).COMPLETE, IN ATISFACTORY CON�IDITION, THE VARIOUS MATERIALS AND TRADES. („j2. FLOORING TO BE INSTALLED AS SPECIFIED IN FINISH SCHEDULE AND AS PER IRRIGATION NOTES ■ . EQUIPMENT AT THE LOCATIONS SHOWN. 4.ALL WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 14. THE CONTRACTOR SHALL TAKE,ALL NECESSARY PRECAUTIONS TO INSURE REQUIREMENT OF ALL AUTHORITIES HAVING JURISDICTION. 3. PROTECT FLOORING FROM EXCESSIVE MOISTURE IN SHIPMENT, STORAGE AND THE SAFETY OF THE BUILDING, ITS' OCCUPANTS, AND THE GENERAL PUBLIC. 5. ALL ELECTRICAL, SPEAKER, AND TELEPHONE WIRING SHALL BE CONCEALED IN 1. GYPSUM BOARD PARTITIONS SHALL TYPICALLY CONSIST OF 2X6 WOOD STUDS HANDLING. DELIVER IN UNOPENED CARTONS OR BUNDLES AND STORE IN A DRY 1.ALL LANDSCAPE IRRIGATION BACKFLOW DEVICES MUST MEET CURRENT 15. PROVIDE ALL WORK INDICATED(OR IMPLIED BY THE DRAWINGS. DRYWALL AND/OR CEILING. INSTALL SPEAKER WIRE IN LOCATIONS INDICATED. AT 16"O.C. WITHOUT EXCEPTION, STUDS SHALL BE FIRMLY ANCHORIED TO THE PLACE WITH ADEQUATE AIR CIRCULATION. DO NOT DELIVER MATERIAL JURISDICTION'S REQUIREMENTS FOR INSTALLATION. 16. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW. DO NOT COMMENCE TERMINATIONS AND SPEAKER INSTALLATION ARE BY OTHERS. FLOOR AND CEILING PLATES. THE FLOOR AND CEILING PLATES SHALL IN TURN BE BUILDING UNTIL WET WORK SUCH AS CONCRETE HAVE BEEN COMPLETED AND WORK UNTIL REVIEW OF SHOP DRAWINGS HAS BEEN COMPLETED AND THE 6.ALL ELECTRICAL, SPEAKER AND LIGHTING WORK IN CONJUNCTION WITH ANCHORED TO THE FLOOR AND CEILING STRUCTURES WITH TWO CONTINUOUS BUILDING TO A CONDITION OF EQUILIBRIUM. DRAWINGS APPROVED. ALLOW TEIN (10) BUSINESS DAYS MIN FOR REVIEW. CABINET WORK SHALL BE COORDINATED WITH THE MILLWORK CONTRACTOR. BEADS OF ACOUSTIC/FIRE SEALANT BETWEEN SUBSTRUCTURE& RUNNER. 4. PROVIDE MOCK-UP OF WOOD 4'X4'SQUARE ON SITE (TO BE REPLACED WITH PROTECTION " "�` ((�� 17. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS 7. REFER TO ELEVATIONS FOR DIMENSIONED LOCATIONS OF SWITCHES, PLATES, 2. ALL GYPSUM BOARD WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH FINAL FLOORING) FOR ARCHITECT AND OWNER REVIEW AND APPROVE. FIRE \O I E C1'I O OTE'rri■ WORK UNTIL TURNED OVER TO THE OWNER. AND OTHER EQUIPMENT. ALL AUTHORITIES HAVING JURISDICTION AND WITH MANUFACTURER'S PRINTED 5. WHERE THE SUBFLOOR IS NOT LEVEL, THE CONTRACTOR SHALL TAKE 18. THE GENERAL CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO 8. ALL 125-V RECEPTACLES IN GARAGE(INCLUDING ANY CEILING OUTLETS) SHALL INSTALLATION INSTRUCTIONS. ALL NEW GYPSUM SURFACES TO BE LLEVEL 5 MEASURES TO LEVEL THE SUBSTRATE WITHOUT AFFECTING THE INSTALLATION ILLUSTRATE THE DESIGN AND THE GENERAL TYPE OF CONSTRUCTION DESIRED HAVE GFCI PROTECTION. DRYWALL FINISH AND BOARDS TO HAVE TAPERED EDGES. OF FLOOR. 1. SMOKE ALARMS SHALL BE INSTALLED INSIDE ALL BEDROOMS, ON THE CEILING AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION, 9.ALL 125-V RECEPTACLES SERVING COUNTER TOP SURFACES IN THE KITCHEN 3. PROVIDE ALL REQUIRED FASTENERS, ANCHORS, ADHESIVES, COMFPOUNDS, 6. GRAIN/BOARD DIRECTION SHALL BE INDICATED ON FLOOR PLAN. OR WALL OUTSIDE OF EACH BEDROOM AND IN EVERY STORY.MATERIAL AND WORKMANSHIP THROUGHOUT SHALL HAVE GFCI PROTECTION. ETC. AS INDICATED PER GYPSUM BOARD MANUFACTURE'S STANDARDS AND AS VAPOR 2. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IMMEDIATELY OUTSIDE OF 7, CONTRACTOR SHALL PROVIDE MANUFACTURER RECOMMENDED VA 19. THE CONTRACTOR SHALL MAKE ALL REQUIRED ARRANGEMENTS FOR 10. ALL 120-V BRANCH CIRCUITS SUPPLYING OUTLETS IN CLOSETS, HALLWAYS, REQUIRED FOR A COMPLETE INSTALLATION. BARRIER OVER S HA LOOK THROUGHOUT PROJECT AND PROVIDE A FLOOR ALL BEDROOMS AND ON EVERY LEVEL DELIVERY OF MATERIALS. BEDROOMS AND OTHER HABITABLE ROOMS (EXCEPT KITCHEN) SHALL BE 4.ALL EXPOSED EDGES AND/OR CORNERS OF GYPSUM BOARD SHALLL- RECEIVE A UNDERLAYMENT 3. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR 20. BUILDING CONDITIONS, INCLUDING SIZE OF SERVICE ELEVATORS, DOORWAYS, PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER (AFCI). HOT-DIPPED GALVANIZED METAL CORNER BEAD AND ALL EDGES OF' PRIMARY POWER FROM A GYPSUM g CONTRACTOR SHALL STORE STAIRS, CORRIDORS, WINDOW OPENINGS, ETC., SHALL BE CHECKED FOR ITEMS 11. RECEPTACLE OUTLETS IN HABITABLE ROOMS SHALL BE SPACED 12,O.C. BOARD ABUTTING OTHER MATERIAL SHALL RECEIVE A HOT-DIPPED CG RE WOOD FLOOR ON SITE FOR MINIMUM OF TWO THE BUILDING WIRING, SHALL BE EQUIPPED WITH BATTERY BACKUP AND ALVANIZED WEEKS TO ALLOW WOOD T ACCLIMATE PRIOR TO INSTALLATION. BOARDS INTERCONNECTED BEING DELIVERED. MAXIMUM AND SHALL BE LOCATED WITHIN 6'OF WALL ENDS, DOOR OPENINGS, METAL CASING BEAD, TAPED AND SPACKLED SMOOTH. SHALL BE SPACED OUT TO ALLOW AIR FLOW ACROSS ALL FACES OF EACH 4. CUT SHEETS OF ALL DEVICES SHALL BE SUBMITTED TO ARCHITECT PRIOR TO 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE PREMISES AND AT EVERY Z OR WIDER WALL. 5. PROVIDE NEW SPECIAL WATER RESISTANT TYPE GYPSUM BOARD IIN ALL WET BOARD. PURCHASE AND INSTALLATION EACH EVENING PRIOR TO LEAVING;THE JOB SITE. THE SITE SHALL REMAIN 12. RECEPTACLE OUTLETS AT KITCHEN COUNTER-TOPS SHALL BE SPACED AT 4' LOCATIONS SUCH AS BATHROOMS. PROVIDE CEMENT BOARD SUCH,AS DUROCK g ADHESIVE AND FASTENING AGENTS USED TO INSTALL FLOORING SHALL BE 5.AN AUTOMATIC RESIDENTIAL SPRINKLER LOCKED AND SECURED AT ALL TIMIES WHEN THE GENERAL CONTRACTOR IS NOT O.C. MAXIMUM AND WITHIN 2' OF ENDS/BREAKS OF COUNTERS. AT ALL SHOWER AND BATH AREAS OVER MEMBRANE WATER PROOFING. SYSTEM SHALL BE PROVIDED IN THE MANUFACTURER APPROVED ONLY. NEW DWELLING UNIT(3) PER IRC SECT ER ON SITE AND KEYS FOR THE SITE SHALL BE HELD BY THE GENERAL 13. PROVIDE AT LEAST ONE OUTDOOR RECEPTACLE OUTLET WITH WEATHER 6. WALLS SHOWN ALIGNED WITH EXISTING BUILDING CONSTRUCTION SHALL BE 10. CONTRACTOR SHALL COORDINATE AND ALLOW FOR (IF ANY)THERMAL 6. A RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN THE NEW CONTRACTOR. NO UNSUPERVISED)SUBCONTRACTORS SHALL HAVE KEYS OR PROOF COVER AND GFCI AT FRONT AND REAR OF DWELLING UNIT AND AT FLUSH AND SMOOTH WITH EXISTING BUILDING CONSTRUCTION UNLESS EXPANSION TO PREVENT PLANKS FROM BUCKLING. ATTACHED GARAGE PER IRC SECT SYSTEM ACCESS TO THE:SITE WITHOUT THIE OWNER'S PRIOR CONSENT. DECK/BALCONY(EXCEPTION: DECK/BALCONY WITH USABLE AREA LESS THAN 20 OTHERWISE INDICATED. 11. SEE FINISH SCHEDULE FOR MORE INFORMATION. 309.5 22. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL FURNISH A SQ.FT. 7. ALL PARTITIONS SHALL BE FURNISHED WITH BASES AS INDICATED IIN THE SCHEDULE SHOWING THE CHRONOLOGICAL PHASES OF THE WORK. THIS 14, ALL RECEPTACLE OUTLETS SHALL BE LISTED TAMPER-RESISTANT CONTRACT DOCUMENTS. SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH FOR EACH RECEPTACLE. 8.ALL NEW PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED. PHASE, ITS START AND COMPLETION AND A PROJECTED COMPLETION DATE FOR 15. BATHROOM RECEPTACLES SHALL BE SERVED BY A DEDICATED 20 AMP 9. WHERE SPECIFIED, PLYWOOD UNDERLAYMENT TO HAVE STAGGERED JOINTS, DOOR NOTES: {�`O I ES r THE PROJECT. CIRCUIT. GWB OVERLAY ALSO STAGGERED SO THAT PLYWOOD JOINTS DO NOT 23. ANY COST CAUSED BY DEFECTIWE OR ILL-TIMED WORK, AS A RESULT OF, BUT 16. PROVIDE A WALL SWITCHED-CONTROLLED LIGHTING OUTLET ON THE TELEGRAPH THROUGH TO SURFACE OF GWB. NOT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS, IMPROPER EXTERIOR SIDE OF OUTDOOR ENTRANCES OR EXITS WITH GRADE LEVEL 10. AT EXISTING PARTITIONS, CONTRACTOR TO PROBE WALL TO LOCATE STUDS SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE ACCESS. AND COORDINATE WITH NEW CONSTRUCTION. 1. ALL DOORS TO BE 1-3/4" SOLID LUMBER CORE FLUSH WHITE OAK VENEER Seal/Signature CONTRACTOR. 17. CONTRACTOR SHALL PROVIDE WALL PLATES AND TERMINATIONS BY LUTRON 11. PROVIDE A FULL SKIM COAT OF COMPOUND AT ALL EXISTING AND NEW GWB DOORS W/'A' FACE ON BOTH SIDES OR APPROVED EQUAL. DOORS IN EXCESS OF 24. ALL RUBBISH.AND WASTE MATERIALS CAUSED BY THE INSTALLATION OF THE TO MATCH SWITCHING AND COVERPLATES OUTLINED IN CEILING NOTES, NOTE SURFACES THAT ARE NOT SMOOTH AND TRUE. 36" IN WIDTH AND/OR 96" IN HEIGHT SHALL BE 2" IN THICKENSS. WORK SHALL BE REMOVED FROM(THE PREMISES PROMPTLY. 13. 12. ALL DRYWALL SURFACES ABUTTING FINISH CASEWORK SHALL RECEIVE SKIM 2. DOORS SHALL AND/OR BY SHALL B E " IN THI ER,NSS.ALG OR EGGERS 25. ALL CONSTRUCTION SHALL BE IM ACCORDANCE WITH ALL RULES, COATING AS REQUIRED TO MAKE SURFACE LEVEL AND PLUMB. HARDWOOD PRODUCTS FACT OR OTHER APPROVED EQUALS. '(BRED ARC REGULATIONS, CODES AND ALL AUTHORITIES HAVING JURISDICTION.THE 3. DOORS WHEN INSTALLED SHALL NOT BOW OR BECOME OUT OF PLANE. ALL ��5 N MAp y/> CONTRACTOR SHALL COMPLY S& ALL APPROPRIATE MUNICIPAL AND CEILING / LIGHTING NOTES DOORS SHALL BE FABRICATED TO ACCOMODATE SELF WEIGHT AND THE REGULATORY AGENCIES, CODES AND REQUIREMENTS. THE CONTRACTOR SHALL � �4✓ ��P �-92�O� DISTRIBUTION OF WEIGHT SPECIFIC TO OPERATION AND ATTACHMENT OF SECURE ALL NECESSARY PERMITS AND APPROVALS. ASSIGNED HARDWARE EACH DOOR. * r;;- I'.. 26. THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER NOTES : 4. ALL DOOR STOPS SHALL BE LOCATED IN THE FIELD W/ARCHITECT&OWNER COMPLETION OF WORK AND PROVIDE NECESSARY TOUCH UP PAINTING OR 1. CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING LIGHTING SUBMITTALS PRIOR TO INSTALLATION. WALL COVERING FOR PROTECTION'J. AT JOB SITE. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES IN 27. THE CONTRACTOR SHALL INSPECT ALL EXISTING FINISHED SURFACES FIELD. INCLUDING CORNER BEADS, STOPS, ETC. FOR CHIPS, CRACKS, HOLES, 2. PROVIDE LIGHTING FIXTURES INCLUDING RELATED ELECTRICAL WORK AND 9j �40159 p DAMAGED SURFACES AND ANY OTHER DEFECTS CAUSING AN APPEARANCE LAMPING OF TYPES AND INSTALL AS PER MANUFACTURER'S WRITTEN 1. SUBMIT SHOP DRAWINGS FOR ARCHITECT'S APPROVAL FOR THE FOLLOWING STONE NOTES : FOP NE DIFFERENT FROM A NEW FIRST-CLASS FINISHED INSTALLATION. ALL DEFECTS INSTRUCTIONS IN LOCATIONS AS INDICATED ON THE DRAWINGS. ITEMS: CABINETRY/MILLWORK, ALL DOOR &WINDOW ASSEMBLIES, A,LL METAL `� SHALL BE REPAIRED, OR IF BEYOND REPAIR, THEN INSTALLED AND FINISHED TO 3. SUBMIT CUTS OF ALL LIGHTING FIXTURES FOR ARCHITECT'S REVIEW AND WORK&STRUCTURAL STEEL, TILE LAYOUT DETAILS WITH STARTING POINTS AND Project Name APPROVAL PRIOR TO INSTALLATION JOINT LAYOUT, CUSTOM CONCRETE, MECHANICAL DUCTWORK, ELECTRICAL THE SATISFACTION OF THE ARCHITECT JUST PRIOR TO BEING TURNED OVER TO WORK, GLAZED ASSEMBLIES, STONE WORK, SIMMING POOLS, ETC. 1. A WATERPROOFING MEMBRANE SHALL BE PLACED OVER ALL PORTIONS OF PRIVATE RESIDENCE THE OWNER. 4. ALL FIXTURES SHALL BE REMOTE SWITCHED UNLESS OTHERWISE NOTED. 2, CONTRACTOR SHALL SUBMIT THREE SAMPLES OF ALL FINISH MATERIALS, SUBFLOOR AT BATHROOMS AND RUN UP VERTICAL AT ALL WALLS AS HIGH AS 28. THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL LIGHT FIXTURES AND 5.ALL CEILING WORK SHALL BE SQUARE AND LEVEL. „ INCLUDING BUT NOT LIMITED TO, TILE, GLASS, STONE, METAL, WOOD VENEER POSSIBLE, BUT A MINIMUM OF 12 ABOVE FINISHED FLR, WHILE REMAINING LENSES, A/C DIFFUSERS AND REGISTERS, FLOORS AND BASES, DOORS, ETC. 6. PROVIDE CUTOUTS IN CEILING AS REQUIRED FOR NEW CONDUITS. CONTRACTOR SHALL ALSO PROVIDE A FULL POSTCONSTRUCTION CLEAN PRIOR 7.ALL WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE FOR ARCHITECT REVIEW AND APPROVAL. SAMPLES MAY BE REVIEWED ON SITE. CONCEALED BEHIND THE WALL BASE TRIM AND OR WALL CLADDING MATERIAL. TO FINAL PROJECT ACCEPTANCE. REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION AND WITH CEILING 2.ANY STONE OR TILE SHALL BE SET LEVEL, PLUMB AND FLUSH ALIGNED. JOINTS Project Number SHALL BE 1/8" MAX AND 1/16" MIN. 25001 29. THE CONTRACTOR SHALL PROTECT ALL INSTALLED WORK AND EXISTING, MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. 3. GROUT COLOR SHALL BE AS PER FINISH SCHEDULE AND A SAMPLE MEASURING EXTERIOR GLASS AGAINST ANY DAMAGE UNTIL PROJECT IS COMPLETED AND 8. ALL ACCESS PANELS TO BE RECESSED FLUSH ACCESS DOORS FOR DRYWALL 12"X12" SHALL BE SUBMITTED FOR DESIGNER AND OWNER APPROVAL. ACCEPTED BY THE OWNER. SURFACES. 4. FINAL STONE, TILE INSTALLATION SHALL BE FREE OF CHIPS, SCRATCHES, 30. REMOVE ALL EXISTING APPLIANCES AND PLUMBING FIXTURES FROM THE SITE, 9. REFER TO ARCHITECT OR REFLECTED CEILING PLANS FOR LOCATIONS OF HVCNOTES : GROUT HAZE OR STAINS. UON. SPEAKERS. WHERE DIMENSIONED NOT NOTED, GC TO COORDINATE PLACEMENT 5. ALL EXPOSED EDGES ON COUNTERTOPS SHALL BE SLIGHTLY EASED, 1/8" MAX 31. PREPARE THE: KITCHEN SURFACES FOR NEW EQUIPMENT AND CABINETS AND WITH THE ARCHITECT. Description PROVIDE UTILITIES AS REQUIRED TO CONNECT ALL NEW APPLIANCES. 10. COORDINATE CEILING FRAMEWORK ALL TRADES. AT ALL UNDERMOUNT SINKS AND TUBS AND 1/16" MAX AT ALL OTHER LOCATIONS. 32. THE CONTRACTOR SHALL CONSULT WITH REPRESENTATIVES OF APPLICABLE 11. 11. ALL REVEALS IN CEILINGS TO BE FRY REGLET EXTRUDED ALUMINUM AS 1. CONTRACTOR TO TEST ANY FANS, EXHAUSTS, MECHANICAL EQUIPMENT PRIOR CONTRACTOR SHALL SUBMIT AN EASED EDGE SAMPLE FOR DESIGNER'S GENERAL NOTES NOTED IN CEILING DETAILS. TO HANDOVER OF PROJECT TO OWNER, REVIEW. UTILITIES, INCLUDING GAS, WATER, POWER, TELEPHONE, INTERNET, AND CABLE 2. NEW DWELLING UNITS SHALL HAVE A MECHANICAL VENTILATION SYSTEM, 6. ALL STONE TO BE FINISHED WITH DRY TREAT BRAND SEALER OR SUPPLIER TV AND DETERMINE EXACT LOCATIONS AND AVAILABILITY OF UTILITIES AND 12. 12. REFER TO DESIGN ELEVATIONS FOR DIMENSIONED LOCATIONS OF 3.ALL SUPPLY, RETURN & EXHAUST DIFFUSERS TO BE LINEAR SLOT TYPE UON. RECOMMENDED SEALER. DETERMINE CONDITION OF EXISTING SERVICE PRIOR TO COMMENCING WORK SWITCHES. WHERE DIMENSIONED LOCATIONS ARE NOT NOTED, GC TO 7. CONTRACTOR SHALL CLEAN, PATCH AND LEVEL THE SUBFLOOR AS REQUIRED Scale OR CONNECTING UTILITIES. COORDINATE PLACEMENT WITH ARCHITECT. FOR ALL TILE/STONE FLOORING. 33. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES AT THE JOB 13. WHERE THE DOCUMENTS CALL FOR A LIGHTING CONTROL SYSTEM A LUTRON 8. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF STONE SLAB FABRICATION SITE AS NECESSARY AND REQUIRED BY CODE. HOMEWORKS OR APPROVED EQUIVALENT SYSTEM SHALL BE PROVIDED W/ WORK, LAYOUT AND 34. CONTRACTOR SHALL PROTECT FLOOR SURFACES FROM DAMAGE WITH DESIGNER STYLE CUSTOM ENGRAVED KEYPADS IN SATIN, ARCHITECT SHALL 9. SIMULATED BOOK MATCHING INTENT FOR ARCHITECT'S REVIEW AND APPROVAL RAMBOARD AND EQUIP MOBILE EQUIPMENT WITH PNEUMATIC TIRES. SPECIFY COLOR.AT WALLS WITH WOOD FINISH, CONTRACTOR SHALL PROVIDE PRIOR TO FABRICATION. 35. PRIOR TO ISSUANCE OF A BUILDING PERMIT THE CONTRACTOR SHALL HAVE AN ARCHITECTURAL METAL FINISH TBD BY ARCHITECT. SEE RCP NOTES FOR THE FOLLOWING: MORE INFORMATION. A. CERTIFICATE OF WORKER'S COMPENSATION INSURANCE MADE OUT TO THE CONTRACTOR'S STATE LICENSE BOARD B. COPY OF BUSINESS TAX REGISTRATION CERTIFICATE OR A NEWLY PAID Ammikk RECEIPT FOR ONE FOR APPLICABLE JURISDICTION. C. NOTARIZED LETTER OF AUTHORIZATION FOR AGENTS U =002 D. COPY OF CONTRACTOR'S STATE LICENSE OR POCKET ID. © 2025 MADIGAN ARCHITECTS ■n EAMadigan Architects Dropbox\Madigan Arch itects\01_Projects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt I G RAPIICS SYMBOLS (CONT.) GRAPHICS SYMBOLS (CONT.) GRAPHICS SYMBOLS (CONT.) GRAPHICS SYMBOLS DRU PROPERTIES, LLC REFLECTED CEILING POWER AND COMMUNICATION, CONT POWER AND COMMUNICATION CONSTRUCTION PRIVATE SURFACE FLOOR MOUNTED DEVICES WALL MOUNTED DEVICES X RESIDENCE ACOUSTICAL CEILING AND GRID SURFACE FLOOR MOUNTED, SINGLE RECEPTACLE COLUMN GRID REFERENCE NUMBER xx EQUIPMENT TAG (REFER TO EQUIPMENT SCHEDULE) ® SURFACE FLOOR MOUNTED, DUPLEX RECEPTACLE WALL MOUNTED SINGLE RECEPTACLE COLUMN GRID LINES AND REFERENCE NUMBER 1820 Kenny's Road EXISTING CONSTRUCTION TO REMAIN Southold, NY 11971 ® ® SURFACE FLOOR MOUNTED, QUADRAPLEX RECEPTACLE �CEILING HEIGHT CHANGE SYMBOL WALL MOUNTED, DUPLEX RECEPTACLE _ _ _ _ _ = EXISTING CONSTRUCTION TO BE DEMOLISHED SURFACE FLOOR MOUNTED, COMBINATION DUPLEX&VOICE/DATA RECEPTACLE WALL MOUNTED, QUADRAPLEX RECEPTACLE NEW PARTITION IV WALL MOUNTED, VOICE/DATA RECEPTACLE 1 HR. RATED PARTITION 1' -0" FINISH CEILING HEIGHT SYMBOL SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX&VOICE/DATA RECEPTACLE .2 HR. RATED PARTITION 7 WALL MOUNTED, DATA RECEPTACLE ARCHITECT SURFACE FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND 7 WALL MOUNTED, 3 HR. RATED PARTITION Madigan Architects GRIDSTARTPOINTSYMBOL AVM VOICE RECEPTACLE � � � ,�,..�_ � Yf g VOICE/DATA RECEPTACLES 4 HR. RATED PARTITION MApIGlaN 53610 Main Road OT WALL MOUNTED, THERMOSTAT ® Architects Southold NY 11971 XX-XX SMOKE PARTITION CEILING FINISH TAG AV® SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV&VOICE/DATA CTV WALL MOUNTED CABLE TV RECEPTACLE I — EGRESS PATH PRIMARY +1 (203) 871-1939 RECEPTACLES Q CEILING MOUNTED SPEAKER WALL MOUNTED, AV RECEPTACLE — EGRESS PATH SECONDARY SURFACE FLOOR MOUNTED, VOICE/DATA RECEPTACLE /, j� MILLWORK 0 SURFACE FLOOR MOUNTED, DATA RECEPTACLE ® CEILING MOUNTED SPRINKLER HEAD AVT WALL MOUNTED, AV TROUGH MILLWORK ABOVE SD CEILING MOUNTED SMOKE DETECTOR V SURFACE FLOOR MOUNTED, VOICE RECEPTACLE Q WALL MOUNTED, ELECTRICAL JUNCTION BOX � XXXX DETAIL NUMBER ® CEILING MOUNTED EXIT SIGN WALL MOUNTED,VOICE/DATA JUNCTION BOX AXX.XX © SURFACE FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED SHEET NUMBER �j WALL MOUNTED EXIT SIGN WALL MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED FL 12. N ', ' DESCRIPTION OF SIMILAR OR OPPOSITE ❑V SURFACE FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL VOICE INFEED —— — FLOOR NUMBER AND AREA OR PHASE Q WALL MOUNTED, SYSTEMS WORKSTATION PANEL VOICE/DATA INFEED E DENOTES EXISTING TO REMAIN AV SURFACE FLOOR MOUNTED, AV RECEPTACLE '� ;— AREA TO BE DETAILED R DENOTES EXISTING TO BE RELOCATED O SURFACE FLOOR MOUNTED, CONDUIT STUB UP, POWER Q WALL MOUNTED, CONDUIT STUB-OUT POWER SURFACE FLOOR MOUNTED, CONDUIT STUB UP, VOICE/DATA WALL MOUNTED, CONDUIT STUB-OUT VOICE AND DATA A ' LOCATION ON ROW WHERE ELEVATION IS SHOWN WALL MOUNTED, CONDUIT STUB-OUT AN 01 DIRECTION OF ELEVATION Issue Date &Issue DescriptionCheck LIGHT FIXTURES MECHANICAL FIXTURES � SURFACE FLOOR MOUNTED, CONDUIT STUB UP, AV Q -OU 11 ROW ON SHEET WHERE ELEVATION IS SHOWN � B y WALL MOUNTED, PLUG MOLD SHEET NUMBER WHERE ELEVATION IS SHOWN 1 2 04106126 ISSUE FOR PERMIT SQM FLUORESCENT LIGHT FIXTURE RETURN AIR SURFACE FLOOR MOUNTED, POKE THRU DEVICES® FLUORESCENT LIGHT FIXTURE SUPPLY AIR FLUSH FLOOR MOUNTED DEVICES /EMERGENCY CIRCUIT ® SURFACE FLOOR MOUNTED, POKE THRU, SINGLE RECEPTACLE T REVISION REFERENCE NUMBER EXISTING LIGHT FIXTURE O CIRCULAR DIFFUSER IT FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE REVISION CLOUD DEPICTING ARE REVISED TO BE REMOVED SURFACE FLOOR MOUNTED, POKE THRU, DUPLEX RECEPTACLE UNDER CABINET ® LINEAR DIFFUSER FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE FLUORESCENT FIXTURE ® SURFACE FLOOR MOUNTED, POKE THRU, QUADRAPLEX RECEPTACLE F1 FLUORESCENT STRIP FIXTURE EXHAUST FAN FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE Name ROOM NAME SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX&VOICE/DATA FLUORESCENT PENDANT ® FIRE SPRINKLER Vt RECEPTACLE �S� ROOM NUMBER FIXTURE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX& I�f'I I FLUSH FLOOR MOUNTED, COMBINATION DUPLEX&VOICE/DATA RECEPTACLE 1❑ SHEETNOTE REFERENCE 0 RECESSED DOWNLIGHT � ACCESS DOOR (Et VOICE/DATA RECEPTACLES FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX&VOICE/DATA RECEPTACLES WALL TYPE REFERENCE - o RECESSED ADJUSTABLE cot CO2 DETECTOR SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX, AUDIO - DOWNLIGHT AV® VISUAL AND VOICE/DATA RECEPTACLES AV COMBINATION DUPLEX AUDIO VISUAL AND DOOR REFERENCE NUMBER � RECESSED WALL WASHER � , , 0 (REFER TO DOOR SCHEDULE) FLUSH FLOOR MOUNTED SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX, AV VOICE/DATA RECEPTACLES DOOR TYPE FLUSH F00 MOUNTED, COMBINATION QUADRAPLEX, AV&VOICE/DATA RECEPTACLES XX TRACK LIGHTING AU® &VOICE/DATA RECEPTACLES AU FLOOR M HARDWARE TYPE SURFACE MOUNTED LIGHT ❑O SURFACE FLOOR MOUNTED, POKE THRU,VOICE/DATA RECEPTACLE DOOR NUMBER FIXTURE ® FLUSH FLOOR MOUNTED, VOICE/DATA RECEPTACLE � DOOR TYPE I HARDWARE TYPE OO SURFACE FLOOR MOUNTED, POKE THRU, DATA RECEPTACLE WALL SCONCE 0 FLUSH FLOOR MOUNTED, DATA RECEPTACLE $ LIGHT SWITCH OO SURFACE FLOOR MOUNTED, POKE THRU, VOICE RECEPTACLE xxx WINDOW REFERENCE NUMBER(REFER TO WINDOW SCHEDULE) D Ft] FLUSH FLOOR MOUNTED,VOICE RECEPTACLE $ DIMMER SWITCH � SURFACE FLOOR MOUNTED, POKE THRU, AV RECEPTACLE xx-xxxx MILLWORK REFERENCE NUMBER(REFER TO MILLWORK SCHEDULE) E FLUSH FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED SURFACE FLOOR MOUNTED, POKE THRU, SYSTEMS WORKSTATION PANEL Name ELEVATION DATUM REFERENCE - POWER INFEED FLUSH FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL VOICE INFEED Elevation ELEVATION INDICATIONS O SURFACE FLOOR MOUNTED, POKE THRU, SYSTEMS WORKSTATION qV FLUSH FLOOR MOUNTED, AV RECEPTACLE MATCH LINE SYMBOL PANEL VOICE INFEED ALIGN p GLASS SYMBOL WOOD VENEER FURNITURE SYSTEMS MOUNTED DEVICES PVD FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, COMBINATION POWER, VOICE/DATA ALIGN WITH ESTABLISHED SURFACES FURNITURE SYSTEMS MOUNTED, SINGLE RECEPTACLE �PVA FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, COMBINATION POWER, VOICE/DATA, AN WALL MOUNTED LIFE SAFETY EQUIPMENT AND DEVICES FURNITURE SYSTEMS MOUNTED, DUPLEX RECEPTACLE MASONRY COURSING STONE AV FLUSH FLOOR MOUNTED RAISED FLOOR BOX AV FEW FIRE WARDEN STATION SYMBOL ,� �. .... FURNITURE SYSTEMS MOUNTED, QUADRAPLEX RECEPTACLE FURNITURE SYSTEMS MOUNTED, VOICE/DATA RECEPTACLE FLUSH FLOOR MOUNTED, POKE THRU, DEVICES ST WALL MOUNTED FIRE ALARM STROBE SYMBOL Seal/Signature SECTION INDICATIONS FURNITURE SYSTEMS MOUNTED, DATA RECEPTACLE ( FLUSH FLOOR MOUNTED, POKE THRU, SINGLE RECEPTACLE FA FIRE ALARM PULL SYMBOL FEC ,��FZED ARC ACOUSTICAL CEILING TILE INSULATION (RIGID) FURNITURE SYSTEMS MOUNTED, VOICE RECEPTACLE Em WALL MOUNTED, FIRE EXTINGUISHER CABINET �5 N MAp FLUSH FLOOR MOUNTED, POKE THRU, DUPLEX RECEPTACLE PP FURNITURE SYSTEM ELECTRIC PIGTAIL � FHC FE WALL MOUNTED FIRE EXTINGUISHER ,,'t'l n.,�, ALUMINUM METAL FLUSH FLOOR MOUNTED, POKE THRU, QUADRAPLEX RECEPTACLE 44 , ® FURNITURE MOUNTED, POWER POLE � WALL MOUNTED FIRE HOSE CABINET * FLUSH FLOOR MOUNTED, POKE THRU, COMBO DUPLEX&VOICEMATA RECEPTACLE BRICK PLASTER FV WALL MOUNTED FIRE VALVE 9�F 040159 �O SECURITY DEVICES CED FLUSH FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX& FVC 0 fi NE`N L1111I I I I I I I I I I I I I I I I I I CARPET PLASTER/LATH CAMERA EL ELECTRIC LOCKSET VOICE/DATA RECEPTACLES e WALL MOUNTED FIRE VALVE CABINET Project Name C(EFLUSH FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX,AUDIO VISUAL PRIVATE RESIDENCE CR CARD READER KS ELECTRIC KEY SWITCHAV FINISH CONCRETE PLYWOOD AND VOICE/DATA RECEPTACLES © ELECTRIC DOOR BELL PUSH FE7S ELECTRIC STRIKE PT-1 WALL FINISH �AV V FLUSH FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX, AV& Project Number CONCRETE MASONRY UNIT PRE-CAST PANELS © ELECTRIC DOOR BELL ML MAGNETIC LOCKSET VOICE/DATA RECEPTACLES BASE FINISH 1 IC INTERCOM PB PANIC BUTTON 25001 i� FLUSH FLOOR MOUNTED, POKE THRU, VOICE/DATA RECEPTACLE CO-01 WALL FINISH CUTSTONE SAND OR GROUT DR REMOTE DOOR RELEASE BUTTON VC VOICE CALL FLUSH FLOOR MOUNTED, POKE THRU, DATA RECEPTACLE WALL FINISH MS MOTION SENSOR xxx Description EARTH OR GROUND >:r STONE FLUSH FLOOR MOUNTED, POKE THRU, VOICE RECEPTACLE XXX WAINSCOT FINISH GRAPHIC SYMBOLS IA INTRUSION ALARM x BASE FINISH FABRIC WRAPPED PANEL WOOD (FINISHED) EH ELECTRIC DOOR HINGE FLUSH FLOOR MOUNTED, POKE THRU, AV RECEPTACLE ❑ ELECTRICAL DOOR HOLD OPEN FLUSH FLOOR MOUNTED, POKE THRU, SYSTEMS WORKSTATION PANEL EXTENT OF WALL/WAINSCOT/BASE FINISH Scale WOOD(CONTINUOUS DR ELECTRICAL DOOR RELEASE ® POWER INFEED 1/8"= 1'-0" GLASS MEMBER) O SPECIAL FINISH DC ELECTRICAL DOOR MONITOR CONTACT FLUSH FLOOR MOUNTED, POKE THRU, SYSTEMS WORKSTATION PANEL VOICE INFEED oCJ°00°o GRAVEL WOOD (INTERRUPTED DDC DOUBLE DOOR MONITOR CONTACT MEMBER) D-0 FLOOR FINISH :- GYPSUM BOARD XX-XX CEILING FINISH INSULATION (LOOSE OR BATT) SopCHANGE IN FLOOR FINISH %J =003 © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\IMadigan Arch itects\O 1_Proj ects\25026_1820 Kennys Road - Louis Lizardos\O1—Model s\25026_1820 Kennys Road.rvt 22. THESE DRAWINGS AS INSTRI TA `NTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT ANT) ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RAI-ED GENERAL NOTES 11VIE, PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER DIE PROJECT FOR ACCORDANCE WITH ACT PUBLICATION 315,LATEST EDITION, SHEATHING,EXPOSURE 1,WITH A MINIMUMSTEEL DECK NOTES SPAN INDEX RATING OF 32/16, SEE D R U PROPERTIES, LLC 1. THL'SI Rt JCTI JRFIS DI`SIGNl-`D IN ACCORDANCYWIT'll TIFF,NEWYORK BUILDING WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHFIT-VITTRAL PLANS FORTHICKNI.-,SS. 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, ANT) ERF"CTED IN ANY OTHER PROJECTS OR EXIT`,NSIONS TO THIS PROJECT EXCEPT BY 6� SPLICE TOP BARS ATMID-SPANT ONLY AND BOTTOM BARS ATSUPPORTONLY 3� SHEATHING PANELS ON FLAT SURFACES SIIALI, 13L INSTALLED WITH ].'ACT" COIF. 2020, AT,[,WORK SHAFT CONFORM LATENT N.Y.S. BUILDING;CODE ACCORDANCE WITH IIJE CURRENT SPECIFICATION OF Till,' STEEL DECK All,RUIT'S AND RE(-iUI,A'Fl(')NS, AGREEMENT IN WRITING ANT) WITH APPROPRIATE COMPENSATION 'TO THE UNLESS OTHERWISE'NO'FLD. All. REINFORCING SHALL LAP36]BAR DIAMETFAS GRAIN PERPENDICULAR ACROSS S(JPPORTS ANT) CONTINUOUS OVER TWO OR INSTITUIT.ARCHITECT OR ENGINEER. MINIMI TM ATSPLICES UNLESS OTIIFAX�ISE NOTED. MORE, SPANS. PROVIDE. 1/9" SPACLBEFWELN PANEL FDOES PARAI'Ll"LTO FACE, • pRIVATE 1 All, FLOOR LTVF LOADS ART; IN ACCORDANCF, WITH SECTION 1607 OF NEW GRAIN, 1/16"SPACEBETNkTEN PANEL.,FDGE,S OVER SUPPORTING MEMBERS. 2. COMPOSITE FORMED sTEi.'L FLOOR DECK TO BE 2" DEEP, 20 GAGE (ITNCOATED -FOR OR OWNER SHALL,OBTAIN All,REQUIRED APPROVALS. PERMITS, SHALL TIE AS FOLLOWS (SIT.' sr-c,rm 20.6.1 T I I'1)11 'NIG(1 23. CONTRAC 7. RT*INI`ORCING STE-1. COVERAGE YORK STAIT, -ODE 2020� STEEL THICKNESS =0�0358"),GIAINANI/ED(G60 COATING), UNITED STEFI, DECK CERTIFICATES (')I" OCCUPANCY, INSPFCTION APPROVALS, FTC., FOR WORK ACT 318,FOR CONDITIONS NOT NOTED)U`NI.E,SS NOTED OTI IERWISE IN PLANS. 4. FLOOR SHEATHING SHALL 131", GLUED TO SUPPORIING MEMBERS WITH PERFORMED ITOM AGLNICIES IIAVIN(Y.IIJRISI)I('-['ION '1'111"'IZI'Ol',1FRE'QUIRED. TYP'F' LOK-FLOOR. comPosru: FLOOR l')FCK AS MANI JFACTI TRED BY CANAM R E S I D E NCE CONS ADIIFSIVF. SUCH AS P1,200. LAID IN A CONTINI[0I rS 1/4" WIDF 3� -1111: PROPOSED SIRTICFURE' HAS BEEN DESIGNED TO WITHSTAND THE WIND STEEL CORPORATION,OR AN Al'l'ROVI�-'I)IQIIAI,,tJNI,I"SSO-1�llf,,RkN'181T NOTED. PRESSI j1d'S SPECIFIED INSFItCTION 1609, A. FORMED WALL 2"BACKFILL SIDE1,lv�"FRONT`SIDLE BEAD ALONG TI It-"MI'MBER LENGTH. 24. CONTRACTOR SHALL BF' RFSPONSIBLE FOR NOTIFYINGIIIELOCAL BUILDING B. FOOTING 31, 3. FORMED STEEL ROOF DECK TO BL 1-1/2" DETIP, 20 GAGI.,', (UNCOATED STEEIL 1820 Kenny's Road 4, THE STMICTURAL COMPONINTS IIAVF BITN DESIGNED FOR THE FOLLOWING 1101 fRS PRIOR TO ANY WORK. C. SLATIS ON GRADE '/11"'101),T*BO F FOM 5, AT DE'SIGNATLD SHEAR WALLS, HORIZONTAL EIDGE'S OF WALL SHEATHING [GADS: D. STRUCTURAL SLABS 3i"It. SHALL 131: BACKED 13Y SOLID BLOCKING BL'TWEEN STUDS TO PROVIDE THICKNESS = 0.0358"), GALVANIZF'1) (G60 COATING)., WIDE� RIB, UNITED SIT'I'll I" DICK PRO S 25. I}. ANY, CONTRACTOR SHALL DISCONNI'C"I. ('All ANT) REROTTITANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. D17CK "I FILE, AS MANI TFACTURED BY CANAM SlEEL DECK, Southold, NY 11971 A. LIVF IPADS: UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND S. PROVIDEADDITIONIAT, REINFORCING AT All, CONCRFTFWALT. OPENINGS. SETT INCORPORATED OR AN APPROVED FQI jAL,UNLFISS 01*1 IFRIAIISE NOTED. EXCAVATION- IN AREAS OF SUSPECTED ITNDIA GROUND UTILITIES ANT) DETAILS� UNINTIATITTABLE ATTICS wiTiq S']"(-)RAGI*,,: 2011SF SERVICES. lFANY IINES ARE BROKEN OR DAMAOLD, 11IL' CONTRACTOR WILL 4. THE STE11, DECK SHALL TILSIT PLIED IN MINIMUM LENGTHS AS REQUIRED TO SLEF I ITN(j ROOM S: 30 PSF LAMINATED VENEER LUMBER, LAMINATED PROVIDE A "3-SPAN" CONDITION END CLOS 'F SUMPS, Cl' ROOMS 0111FRIIIAN SI,FEPINTrG ROOMS: REPAIR AND REPLACESAME AT OWN EXPENSE.AND ARRANGE FOR PROPER URES, ROO _OSUIRES AT 40 PSF 9. WELDING OF REINFORCING BARS, ONLY WHEN PERNIFFTED BY THE PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE' ROOF: 20 PSF INSPECTION OF HIS WORK. STRUCTI)RAL ENGINEFIR, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLE1., STRAND INSTALLATION ARFREQUIREID. SOCIETY STANDARD DIA-79; BARS SHALL CONFORM T�O ASTM A706. LUMBER NOTES: 13. SNOW: ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL ARCHITECT OCCUPANCY CATLGORY 11 CONCRETE NOTES CONFORM TO ASTM A2313, CLASS E90XX. SCHEDULED OR DETAILED S. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING Madigan Architects 1. LAMINATED VLNITR DIMBER (LVL) SHALL BE "MICRO-LAM" As STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNLESS (IROT TNI)SNOW LOAD.Pa 25 PSF REINFORCEMENT`SHALL NOT BE TACK NNUELD FOR ANY REASON_ MADIGAN 53610 Main Road LXPOSI HtE FACTOR.Ce 1.0 MANUFACTURED BY WE`YLRHAEUSFR. "G-P TANI" AS MANUFACTU'RED BY THE. OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH Architects I'llERNIAL FACTOR,I CI 1.0 1. CONCRETE SI RENGTHS AND'TYPES SHALT.BE USED TN AREAS AS SPECIFIED 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION GEORGIA PACIFIC CORPORATION OR "GANG-LAM"AS MANI 1FACTURED BY THE 910 SELF TAPPING SCREWS Olt WELDED WITH 1 1/2" LONG WELDS AT A Southold NY 11971 BELOW,UNLESS OIJIERWISE NOTED: LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL MAXIMUM SPACING OF Y-O" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU +1 (203) 871-1939 TMPOPTANCE FACTOR.Is 1.0 FOR DEFORMED STEEL AlRr FOR CONCRETE REINFORCEMENT ASTM A496 WITH FLAI ROOF SNOW LOAD,Pf 20.0 PSF JU BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING 'THE SAME USAGE 28 DAY MAX AGO. A MININI Im YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM[ A615 GRADE 60 SIRLICITURAL LUMBER (LSI.) SHALL BE "TIMBLRSIRAND- AS MANUFACTURED CAPACITY AS THE SPECIFIED Pl.TDDLE`WELDS,MAY BE USED.FASTENERS SHALL SlIZENGI I I(PSI) SIZE REINFORCING BARS MAY NOT BE SI TBSTTFT TEED FOR DEFORMED BAR ANCHORS BY WEYERHAEUSER, BE MANI TFACTI.JRED BY 1111,11, INC, OR AN APPROVED EQUAl_ SHOP DRAwINGs- C. WIND DFSIGN DAI A: UNLESS PERMITTED BY THE STRUC`I1jRAL ENGINEER. WIND LoADS HAVE BEEN DET17-RMINED BASFD ON SECTION 1609.1.1 IN ACCORF)ANCE I t, SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING WITH ASCE 7,SECTION 28.5.SUMPLIFIEl)MET1101) A. SLAB ON GRADF`. 4000 S.C. 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCL I T D ING SIZE VS. STEEL SUBSTRATE MATERIAL SPACING, BE B. FOUNDATION AND BASEMENT WALLS 4000 S.C. IL PROVIDE WELD SMOOTH WIRE FABRIC MINIMITM 4x4-W`2.0xW2.0 IN All,TOPPING DI FASTENER T)AS LVL,PSI.,AND LSL MATERIAL Sl IALL AS FOLLOW CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF OCCUPANCY CATEGORY C. PIERS 4000 S.C. r, SLABS UNLESS 0 Il lF.RWISENOTED. IIASICWINI)STIFF])(3-Slk'0ND(it 1ST) 130MI'll D. RETAINING WALLS 4000 S.C'. I" 2,0L LVI, 2.OE PSI. 1,551-1 LSL INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE 01. INSTALLATION. IN1110R I ANCE,I ACTOR,1w L0 12. PROVIDE fil AT 12"CENTERSIMINIMUNI,FACT I WAY TOP, IN ALL,HOUSEKEEPING FB(FOR DFPII IS< 12") PSI .5.PS] FXPOSURF 13 PADS StIPPORIING MICJIANICAI, FQt1lP1\1ENT WHETHER Sll0Vk`N ON THEISL 2600PSI 2900 PSI 1 6. STIT-11, DECK MUSTBEI PROTECTED BEFORE ANT) AFTER ERECTION ANT) All. 2, CONCRETE NOTED INTHESF (iENFRAL NOFF'S. ON OR IN FC(PARALLEL TO GRAIN)= 2510PSI 2900 PSI 2170PSI DEBRIS CLEANED FROM l'I'S SURFACE, WHE.RE, CONCREIT WILL BE POURED OR DI:Sl6NW DRAWINGS OR No ']'ITNI,I,'S��'0'1'11]'RWISI,'N(')'11:1). INI)PRFSSI IM FOR 1COM11ONFINI S AND CLADDING ON f3IJll.l)[N(;WAI.T'S SPECIFICATIONS AS SC OFSTONY,CONCREAl' SI IALL I IAVE.NATI TAL SAND FINE f-'c(PYRIT'NDICULARTO GRAIN) 750PSI 625PSI 900PSI ROOFING ISTO BFITACED. 111;R ASCE 7,SECTION 30A.Simi,VI 1114i'D ME"I'l l0f) AGOREGATE,NORMAL CONFORMINGTO ASIM FV 285 PST '190PSI 310 PS] (usl'ZONE 4 GLN1,,RALLY:I"SE11 ZONE 5 WITHIN YA)"01,1311t,I)IN(;WALL CORNI"RS): C33 AND TYPE A PORTLAND Cf-I'MENT CONFORMING TO ASTM C150. E= 1,000.000 PSI 2,000,0001181 1,550,000 PSI 5. THE' SIRUCTURF, HAS BLE',N DYS16NED FOR '1111: IN-SURVICE LOADS ONLY, CONCRI.11TE' NOTED IN THESIAIENEIRAL NOITS, ON THE DRAWINGS OR INTFIF FRAMING NOTES: ABBREVIATIONS AND SYMBOLS 1MYMBER SI/YS SHOWN ONPLAN(WIDTH X DEPTH)SPI:CIFIEDASLVL MAYBE SUPPORT 01' ANY CONSTRUCTION r"QUIPME"N't' INCLUDING REINFORCING OF SPECIFICATIONS AS LW OR 1.161FFNkTIGHT SHALL HAVE-FAPANDIN(i CLAY OR L PROVIDE, ALL BLOCKING AND SUPPORTS AS REQUIRt`,D FOR FR',AMIN(i 0FNEW CONSTRI ICTED OFMI11,111111"LVI,PLIL'S OR PSL OFT111-l'SPLCIrll,D DEPTH, JETHIA BY NAILING OR 13011ING AS RE'QUIRED, MFMBFR SIZES PSI POUNDS PER SQI TARIANCH THE 111TILDING SIRUCTURE IS Till: RESPONSIBILITY 01' THE CiENF."RAL SI IA IT COARSI�' A(i(iltl-'(.iA'fl'- COiNI:Ol�MIN(i To ASTM C330,NATI)RAL SAND ANT) AREAS. INSTALL AND REMOVE (AFIER COMPLETION) A111 TEMPORARY I'ASTI`,Nl`i)T(')G A13 ANCHOR DOLT CONTRACTOR. CONS FRUCTION MAITTIALS SI 1ALL.131", SPREAD OUT IT' PLACED TYPE I PORTLAND CEMENTCONrORMINGTO ASI MCI 50. LW'CONCRETE SHALL SUPPORTS, HEADERS AND DUsF SCRETNS TO ADI�QUAIFLV SUSTAIN All. 1"01,].OWI:I)()Nl,'YIIY' I'SI,NI(JSI'131-'INS'*I'AI,1,1"f)ASASOIJI.)Ntl-.'i%flll:R�No 'I' ARCI I ARCI IFFECT PSI, PARALLEL'SIRAN' D Lt IMBER ON FRAN41-1)FLOORS OR Roiors. I JIM) SHALL NOT EXCEPT) DESIGN LIVE LOAD NOT WEIGI I LIENS THAN 95 NOR MORE'll IAN I I OPCF LOADS, FOR EACH PARTICT ITLAR LOAD tic BOTTOM Cl IORD RF ROOF BFI, BELOW Ri ROOF JOIST 3. All-CONCRE FL Sl IALL BE MINIMt JM 4000 PSI(d 28 DAY'll"ST. 2. ALI.1N`OOD FRAMING NOTED AS 2x MAITRIAT,TO 13E DOT JOLAS IIR GRADE,2 Olt 3. MEMBERS MAY NOT BEBORED OR NOTCHED WITI IOUTINRITTEN PERMISSION 13M BEAM RTNG RLTAINING 0. RYINFORCING TO SIjPPOR'1I CONSTRUCTION LQUIPMENT AND Till-' DE'SIGN Issue Date& Issue Description By Check BETTER UNLEISS 011 ILRWISE NOTED, FROM II IE ENGINEER. 130 BOTTOM OF SC14ED SCHEDULE - ENGINEERING OFITIF FORM WORK, SHORES AND RF-SHORFS, AS WELL AS ITS 4. CONCRETE MIXES SHALL BFPROPORTIONFDTO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION 1 2 04/06/26 ISSUE FOR PERMIT SQM CONSTRUCTION. "IdIALT, BF, Till-' RESPONSIBILITY OF THE CONTRACTOR. All. AT THE POINT OF DISCHARGE AS FOLLOWS: 3, FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR T,(0CATFD WITHIN BOS BOTTOM OF STEEL SF SQ'UARE FEET SUCH ENGINEERING SHALT_ Ill.'. PERFORMED 13Y A PROFESSIONAL ENGINEER 100 FEET, MIN. (OR AS PER MANUFACITIRER'S SPECIrICA-11C)N), OF A SALT BRCG BRACING SHTFIG SIIEATTIING LICENSED IN THE STATE OFN SURFACES YORK. A. RAMPS ANT)SLOPING JRFACES -3"MAXIMUM WATER SHORELINE SHALL BE S FAINLESS S'FFEL. STRUCTURAL STEEL BRG BEARING Sim SIMILAR B. FOUNDATION CONCRETE -3"TO6" BS BO'*Ill SIDES SOG SLAB ON GRADE - 110 51, _)OD SIT 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN 7. THE METHODS, PROCEDURIES, AND SEQUENCES OF CONSTRUCTION ARE THE C. All.,OTHER CONCRETE 4� W( _LS TO BF (1) 2"x 6"A.C.Q. LUMBER WITH 1/2"DIA. AN(CHOR BOLTS 12" BW BOTH WAYS SPEC SPECIFICATION RESPONSIBILITY OF THE GENERAL CONTRACTOR. ITIE GENERAL CONTRACTOR LONG MINIMUM 'AT Y-O" O.C. AND 1'-0?' AWAY FROM CO)RNERS UNLESS ACCORDANCE WITH THE LATEST RISC "ALLOWABLL STRENGTH DESIGN (ASD) C CAMBER Ss STAINLESS STEEL SHALL -TAKE All. NECFS.SALRY PRECAUTIONS TO MAINTAIN AND INSURE THE 5� MIXFNG, TRANSPORTING,ANT)PLACING OF CONCRETE SHALL CONFORM TO Act OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS-, CA COLUMN A130VE STAG STAGGER INTEGRITY OF THE STRITjCTJjRF AT All. STAGES OF CONSTRUCTION. 301. CANT CANTILEVER STIF STIFFENER CONTRACTOR SHALT. BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. PROVIDE DOI.TBLL HEADERS, 'TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: CB COLUMN BELOW STL STEEL PROTECTING ALI, WORK. DURING CONSTRUCTION AGAINST DAMAGE, 6, THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRE'll, OPENINGS, FLOOR OPENINGS, BATHTUBS, ANI) ALL POSTS AND PARTITIONS cc CENTER TO CENTER STRUCT STRUCTURAL BR_f.:AKAGL, COLLAPSK DFSTORIION, ANT) MISALIGNMENT ACCORDING 40 POURS.ALL CONSTRUCTION JOINT'S SHALL BE MADE ANTHE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING, PROVIDE BLOCKING UNDER ALI, A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF APPLICABLE CODES,STANDARDS,ANT)GOOD PRAGFICP. WITH VERTICAL BULKHEADS. 111E LOCATIONS OF THE; CONSTRUCTION JOINTS PARTITION WALLS RI INNING PERPENDICULAR TO JOISTS, B. AMERICAN STANDARD SHAPES,ANGLES, CIP CAST IN PLACE TC TOP CHORD SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES S ANT)BARS: ASTM A36 C11 CENTERLINE TEMP TEMPORARY K. PRINCIPAL OPENINGS IN THIS STRUCTURE ARE INDICATED ON THE CONTRACT' REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECTFIFD 13Y THL 6. BRIDGING TO 13F EITHER SOLID OR(1) 1"x 3" OR 19 GA CROSS BRIDGING &NOT C. STRI ICTURAL STEEL'I IT I I N - I I J ING,RECTANGULAR COT, COLUMN TOC TOP OF CONCRETE DOCII; 11,N]S. RFFFR TO Il HE ARCHITECTURAL,NIF.C.11ANICAL, ELECTRICAL ANT) STRIJCTURAL ENGINEER,SEETYPICAL DETAIL.DRAWING S110kVING LOCATIONS TO EXCE11)A MAXIMI im 81-01,O.C. AND SQI]ARE: ASTM A500.GRADE 13(FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING PLUMBING DRAWINGS FOIR SLFFVFS, CURBS, INSERTS. FTC. NOT HEREIN OF CONSTRUCTION JOINTS SHALL Bl", SUBMITFED BY THE GENERAL D. BOLTS: ASTM 325 CY CIJ131C YARD TOS TOP OF STEEL INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR CONTRACTOR TO THE' STRUCIVRAL ENGINEER FOR REVIEW' ANT) 7. All, NON-BEARING INTERIOR HEADFRS TO BE' (2) 2" x 6" IJNI.N,',SS OTHERWISI" L. ANCHOR RODS: ASTM F 1554.GRADE 16 DIA DIAMFII T"R. TOW TOP OFWAL`L DIAMETER OF 12 INCITES 014Z LESS SHALL NOT REQUIRE ADDFFIONAL FRAMING VERIFICATION, NOTED� F. WELDING ELECTRODE.: ASTM 170XX.LOW fIYDROGFN DIET' DETAIL I Y11 TYPICAL OR REEN[FORCLMITNT, UNITISS OTHERWISI" NOTED, THE LOCAIION OF SLI`,I`.VLS G. SHEAR CONNECTORS: 3/4"0 ASTM A-1 08 1)N DOWN I TON IJNLESS OTHERWISL NOTI:D VERIFY IN FIELD OR OPENINGS IN STRUCTATRAL MEMBERS SHALL 131: SIMMITITT) TO THE 7. ALL CONCREII: SI IALL CONTAIN A CONCRETE MIX USING A MINIMI JM 01' 5.0 8. All,INTERIOR HEADERS SI IALL BF(2)2"x 8"UNLESS 01111-AWISIF,NOITD. DWL DOWEL VIE STRI'C`l 1URAL ENGINEER FOIR REVIEW AND VERIFICATION. SACKS OF CEML'NT PER CUBIC YARD. NO FLY ASTI SMALL BF' USED IN ANY 3, All.. BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF TEACH FACT' IN/ WITH CONCRETE. All, EXPOSED CONCRETE, TO BE AIR ENTRAINED AIR CONTENT 9. All,STRI ICTI TRAL WOOD SHALL BE KITT21"CLEAR FROM CIIIMNWEYS. CONNECTIONS EQUAL IN VALUTE TO THE LOADS SHOWN ON RISC SAFE EOS EDGE OF SIA13 Nq) WORKING POINT 9. SFIF ARCHITECT'URAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SHOULD BE 6 PERCE,91'WITH A TOLERANCE OF+/- L5 PITCLINT, LOAD TABI ES PLus THE PERCENTAGE LISTED BELOW. UNLESS OTHEIRWISE I`P I1'MBI,`DDl`D PATE' WWR WELDED WIRE,Rl*,'INI*-'ORCI',Ml.,NT SLOPF'SANI)THE'LOCATION1 OF DEPRESSED 1-1 OOR AREAS. 10, JOIST HANGER TF.00 CONNI"CTIONS REQUIRED AT All, 1�-jj TSjI STRI jCTURAL NOTED. I-Q I,QtjA,I, AISTING 9, (31"NITAL CONTRACTOR SHALL VITRIFY DIMENSIONS ANT) LOCATIONS OF ALI, LOAD CARRYING CONDITIONS, FTC:. TO BE BY AN APPROVED VIANITIACTURFR FIX T` 10. CONTRACTOR SHALL CHI''CK ANT)VERIFY ALI,CONDITIONS AT THE SITE PRIOR SLOTS, PIPE; SLEEVES, ANCHOR BOLTS, LT-C. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMI'NG. WHEN' IN CONTACT WITH A,C,Q, I.JSF NEW A. ALL BEAMS Will IOUTSTUD SI lEAR.CONNI,1'CTOR.S =+35N) F I"00"FING TO STARTIN6 WORK ANT) S;IIALL FAMILIARI/F I 1IMSI'Ll" WIll I 'Fill" INTENT OF TRADES BEFORE CONCRETE'IS POURED;THESE ITEMS ARE 11,0 BE INSTALLED BY DOI TBLF,DIP GALVANIZED FRANIPINIG HARDWARE, 13. All,GIRDERS WITHOUT SHEAR CONNECTORS =+35�44 FDN FOI NDATION TI IFSE.PLANS AND MAKI",W(ORK comPLY WITH THE;SAME. GENTIZAL CONTRACTOR. SLOT AND SLE'EVEDRAWINOS SHALL BE SUBMITITI) C. All,BEAMS WITH STUD SHEAR CONNECTOR'S =+65% FIN FINISH BY THE GENERAL CONTRACTOR TO TIE STRUCTURAL ENGINEER FOR REVIEW' 11. FRAMING CONNECTIONS FROM EXFFRIOR WALL TO ROOF ART:TF0 BE TIED WITH 1). ALL GIRDERS wiFi I STIED SHEAR CONNECTORS =+65% FIT FLOOR JOIST IL All. DIN11INSIONS AND CONTINTIONSTO 13E VERIFIED BY CONTRACTORS PRIOR AND VERIFICATION. FRAME CONNECT'IONS. FLG FLANGE TO CONSTRI I T("FION ANT)PRI(ORTO ORDERING MATERIALS. THES]"' RLQUIRI-I'MENTS SIIALL 13E ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING 9. NO CONCRETE IS TO 13E POURED UNTIL ALI, HOLLS AND OPENINGS STIONN W ON 12. All- BEAMS MUST HAVE, SOLID BFARING TO FOt-INDATICK (RITER TO THAI' SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET 12. WRITIT"N DIMENSIONS SI IALL I IAVE PRECEDENCLOVER SCALED DIMENSIONS. PLANS ANT)SHOP DRAWINGS ARE REVIEWED ANT)VERIFIED. CONSTRUCTION DETAILS), WHLRF SPECIFICALLY PERMITTED BY IFIF STRUCTURAL ENGINEER. FTG FOOTING CONNE,CTIONS SHALT, 13E DESIGNED TO DEVELOP A MINIMUM FND REACTION GALV GALVANIZED 13 THE GENERAL CONTRACTOR SHALL COMPARE' sl'RucTURAL SECTIONS WITH 10. Fill,All,PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13� ALI, HEADERS EXCEEDING 5A" STIALL TIAV17 A DOUBLE JACK STUD WITH A OF6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM T ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A Dot)BLL SILL PLATE. (_;IZ GRADE ARCHITECT PRIOR TO FABRIICATION OR INSTALLING STRUCTURAL MEMBERS. OTHERWISE SHO)VIN, 4. Till,"I JSE1 OFTI IE CUTTING TORCH IN Till,"FIELD WILL NOT BE PERMITTED. HDR HEADER 14. 'ACQ DESIGNATION REFERS TO CURRENT ARSENIC-FREF TfREATED WOOD IIGR HANGER 14. THE IT SE OF REPRODUCTEONS OF THESE CONTRACT DRAWINGS BY ANY If. PIPES OR CONDUITS PLACED TIN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS ANT)SHALL TAKE THEPLACT OF'CCA', 5. ENDS OF BEAMS AND N�TBS SHALL BE REINFORCED 1AIll"RE CUTS OR COPES; HORIZ HORIZONTAL CONTRACTOR, IB-CONTIRACTOR, ERECTOR. FABRICATOR, MATERIAL DIAMETER LARGER THAN 1/3 THE SLA13 THICKNESS AND SHALL NOT BE SPACED REDT TICE STRENGTH BELOW'REQUIRED VALUES. HSB HIGH STRENGTH BOLT SITT PLIER, ETC. IN LIEU OF PREPARATION OF, SHOP DRAWINGS, SIGNIFIES HIS CLOSER THANTin,'IR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15, FIREBLOCKING SHALL 13E PROVIDED IN CONCEALED SPACES C)F STIED WALLS IN INCH ACCEPTANCE OF ALL INDORMATION SHONN"N, HERT.' ON AS CORRECT AND NOT BE PLACED IN CONCRETE. AND PARTIFIONS, INCLUDING FURRED SPACES. Al' 'HIL CEILFING ANT) FLOOR 6. WHERE MILLED STlFFFNF,RS ARE REQUIRED, IIIERE SHALL BE NO WELD INFO INFORMATION OBLIGATES IIINISELFTO AN'Y JOB EXPENSE,REAL OR IMPLIED.ARISING DITE TO LEVELS AND AT 10-FOOT INTERVALS BOTI I VERTICAL AND IIORI17ONTAL. PLACED AT THE MUTED SURFACES (EXCEPT FOR PACK WELDS OR WHERE JST JOIST ANY ERRORS THAT'MAY OC(CUR HERE ON. 12, NO ALUMINUM T 1NjlNUM SHALL BE CAST IN CONCRETE, Sll(')NN,.rN OTHERWISE), NO WELD SHALL TIE PLACED IN CLIPPED CORNERS OF K KIP STIFFENERS, KSF KIPPER SQUARE FOOT FER FOR APPROVAL, 1,13 LAG BOLT 15. All, CCIDYS, COMMITITE, REPORTS. S(jPPI.EMI NTS, SPFCIFICATION'�, L*I'( 11. SHOP DRAWINGS SHALL BF SUBMITTED TO THE, ENGIN ' 4 RLTTRIU."D TO IN THESE GiFNERAL NOTES, ON THF, DRAWINGS OR IN IHE DIMENSIONED WOOD FRAMING NOTES: WORK SHALL NOT BYGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. Al,}., WEILDING SHALL BE' SUBJF`CT TO INSPF('"FION AND SHALL BE IN I'l, LIVF'LOAD PR0JF(.,"r SPL'CIFICATIONS TIN(,TUDE ALL ANNILNI)MENTS. SUPPIEMINIS ANT) DRAWINGS. ACCORDANCE WITH '1111' LAFFST MANUALS 01: THE' AMERICAN WELDINO LLII LONG LFG I IORIZONTAL ADDI:NI)A IN FORCE"AITHF' lwrl�,of"FlIt"St:DOCUMENTS, 1, THESTRUCIVRAL WOOD STRESS GRADY STAMPED LUMBER SHALL BL GRADED AS f:0LLOWS UNLESS 04111111RWISII.�NO]1`6 ON PLANS: SOC111Y. No WELD SHALL START UNIT"'SS AN INSPECTOR ENGAGED TIN' _1111� IAVC Seal/Signature 'R IS PRESENT (IN THE S . FIITD)� SHOT' DRAWINGS IVL LAMINATED VL.NE,T`R LUMBI.-A 14. All, CONCREIT MATERIALS AND WORKMANSHIP SHALL CONFORM 1*0 OWNI 1101' ANT) IN THE 'I 16, A N Y M`V I A FION FROMI'l I 1:SSF PLANS NVITI lot 1 F I 111` WR ITTI N CONS EN 1 OF I'lli` REQUIRIAll"'NTS OF '1111" NEW YORK SIAIF BUILDING CODF, INCLUDINO APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP 01, APPROVAL MAX MAXIMUM' ARCIII 11,CFOR FNWNI TR WILL NEGAIT" FHF CERTIFICATION 01" PLANS. SI MMISSION 01:CON(.Ri.-"I'E't'll.'S'I'MIXT?S. JOISTS,RAFTFIRS AND STUDS: OR AS NOTED SHALL BE PROVIDI'DTOTHE INSPECTION AGENCY.All,WELDING MCI MOMENT'CONNECTION IT 11" INI Ill" COURSE OYCONS'131!CJ[ON A CONDITION EXISTS WHICH DISAGREES DOUGLAS FIR-LARCHOR DOUGLAS FIR-LARCH(NORTH),NO.,2. Is TO 111' 'DONE BY WELDERS LICENSED IN ACCORDANCE. Willi ALL MIN MINIMUM EKED Ac?C A 15, NO CONCRETE ISTO 131" POURED INNI'll, PLACEMEN] 01" REINFORCEMENT IS REQUIREMENTS OF-1111-1 NEW YORK STAIF BUILDING CODE. ANDTHL, RULES NTS NOTTO SCALE MAD NNITIll 'THAT` AS INDICATED ON THESE PLANS, 111f." CONTRACTOR SHALL STOP III(BASY)=850 PSI CHECKED ANT)APPROVED BYTHE'STRI fCTI jRAL E.NGIN11"R OF RFICORD. ANT)REGULATIONS OF TFIF BOARD OF SI ANDARDS AND APPEALS, NWC NORMAL WF,IGI FFCONCRL FE' WORK AND NOTIFY THE ARCHITECT OR FINGINEE"R. SHOULD IFF FAIL TO FV(BASE)=190 PSI Oc ON CENTER CO 0 -A 1`01.1,0"'IHIS PROCEDURE AND CONTINUE"Arl'I'll NVORK,HF','SHALL ASS'l iME.ALL F"(BASE')=1.600PO PSI Wlll:IZI' S'll�l"I,MI'MliEl�SARr.RI"Qtflltl'l)'I'O BE Sill tCLD ANTYOR WHERE NOTED P/C PRECAST RESPONSIBILTIY AND I.IAIIIII.I'I-Y'1'111-'Rf,.'FROM. REINFORCING STEEL 2 THE' DESIG'N OF THF DIMFINSIONAL LUMBER MENIBLR�S AND THEIR M.C. ON DRAWINGS, 1411-1 CONNECTION SHALL TIE MADE:TO DEVL"LOPTHEITTLL PAT' POWDER ACTUATED FASTENER STRENGTH OFTHF SECHON. St fCH CONINLCTIONS SHALL NOT INFERFERE WITH PC} POUNDS PER CUBIC FOOT 18. CONSTRIX"HON SHALL COMPLY WIF11 All. FEDERAL. STATE ANT) LOCAL CONNECT IONS IS BASED ONTIIE LUMBER HAVING A MOISTURZF CONITNI AT CODF'�. ORDINANCES, RUILFS AND REGULATIONS. CONTRACTOR SHALL I. All. REINFORCING STEEL SHALL 13F GRADE 60 AND SHALL CONFORM TO ASTNI 171111-14IME 01"INSTALLATION 01: F'P'o OR LESS. ANY ARCHI 11"C"FURAL OR Ml."CHANICAL CTLARANCTS. I'll PLATE 040 PLF POUNDS PER LINEAR FOOT Cc) ARRANGE I-OR All, NI`CLS.%)ARY PERMITS ANT) INSPECTIONS INCIATT)ING Till' SPECIFICATION OF DETORNIED ANT) PLAIN BILLF"I' STELL 13ARS FOR CONCRETE 9, SUBMIT SHOT' DRAWINGS, ERECTION PLANS, WORK PRoCTDlJRT-'S, ANT) PIWD PLYWOOD' I OF NE CFRTIFICATF OF OCCUPANCY. REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 1. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" TIJP (I.E. POSSITIVE Q6ALIFICATIONSTO THE STRUCTURAL ENGINEER FOR APPROVAL PST POUNDS PER SQUARE FOOT SITTI, Rl.,INFORCING BARS. ASIM A775, STANDARD SPECIFICATION FOR CAMBER)ANT)WITHIN 1/2 INCH Or STRAIGHT,END-TO-END AfIG�,NMFNT. Project Name 19. NVTIERE CONFLICT EXISTS 131TWEE.N THE GENERAL.BI TIT DING CODE SPECIFIED FABRICATION ANT)JOBSITE HANDLING 01:LPDXY-COATED STEEL REINFORCING 10, FULL PENETRATION GROOVE WELDS ARETO 13L ULTRASONICALLY TESTED. PRIVATE RESIDENCE ABOVE AND OTHER COf)F;,,, PTTBLICATIONI, 5. SPECIFICATIONS AND DRAWINGS BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED. BOWED, CUPPED. CHECKED,, ETC:.) LUMBER CITED HEREIN, THE REQUIREMENTS OF Till-, MORE STRINGENT ITEM SHALT, WIRE AND WELDED WIRE REINFORCEMENT, ASTNI A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOTTS SHALL BE TESTED BY GOVERN. REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. CONFORM TO THE AMERICAN CONCRETE INSITFU FE DLTAILING MANI]AL. 5, NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMITIER JOISTS OR 20. ANY SUBSTITT"T IONS OR ALIFERNATES(DETAILS,MEMBERS,ETC.)MAY BE USED RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH ANT)SHALL NOT 12, HIGH STRENGTH DOLTS OR WLLD SHALL BE ITS IN THE FOLLOWING Project Number IF sucH SITBST�ITUTION OR ALTERNATES ARE SITBMITTED TO THE ENGINEER 2. NN'ELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A 185 (70,000 BE LOCATED IN THE MIDDLE THIRD or THE SPAN. END NOTCUIES SHALL NOT LOCATIONS: CAN11LEVERED MEMBERS(EACH SIDE)'MEMBERS NOFED M.C.,AT 25001 FOR REVIEW AND ACCEPTANCE IS GRANTED,- HOWEVER, IlIE ENGINEER SHALL PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEI-A'S. ALL WELDING WIRE EXCEED ONE-FOURTH ]'ITT'. MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS StIPPOICTING MACHINERY' OR OTHER ME"CHANICAL EQUIPMENT, AT BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES WITHIN 'TWO INCIIE.S OF THE BOTTOM OFTIIL MEMIBER ANDTHEIR All, HANGER, POST, •STRUT AND COLUMN CONNLCTIO'NNS, AT MEMBERS SHALL BE RESPONSIBLE FOR T1417 DESIGN OF SUCH ALTERNATES AND ANT)TIED SECURELY,UNTLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER IDLPTH_ UNLESS FRAMING TO COLUMNS AND WITHIN Y-O"OF COLUMNS. SIT lISTII1jTIONS WHICH HE PROPOSES, THE ENGINEER SHALL NOT BE OTHERWISE NOTED ON PLANS. RESPONSIBLE FOR ANY CHANGES WITHOT TT NOTIFICATION, 3. REINFORCING AND WELDED WIRE MESH FOR STAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER Description St TPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. STRUCTURAL NOTES 21. LAR611Z SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE FOR EARTH BEARING AT MAXIMUM OF4'-O" ON CENTER IN EACH DIRECTION. DRAWINGS, IT IS THE INJITNTION 01' THE DRAWINGSTO PROVIDE FOR A DEPI'll OF SUPPORT SITALL PROVIDI" FOR 3/4" TOP COVER TO REINFORCING, SHEATHING PANELS: 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER INLESS OTHERWISE COMPI-FTE JOB IN All, RESPECTS AND NO EXTRAS WILL J, TIE ALLOWED FOR UNLESS OTHERWISE NOTED. NOTFD;KEEP ENDS 017 All,CANTILEVERS IT AS NOTED ON DRAWINGS, MAFFRJALS AND/OR LABOR REQtARED TO COMPLETE THE' WORK, AS 1, Silt',ATHING PAN1111S, PLYWOOD OR ORIENTED STRAND BOARD ("'OS11"), SHALL INDICATED, 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS A'1' 5'-()" CE,NTERS MAXIMUM. CONFORM TO U.S. PRODUCT STANDARD PS-1, ANT) BEAR THE APA 15. STRUCTURAL MEMBERSTO BE PAINTED W FIT 1 IT I I" FOLLOWING PRIMER; "10-99 Scale FOR All..SLABS ABOVE GRADE. GRADE-TRADEMARK 01' Till' AMERICAN PLYWOOD ASSOCIATION. ONLY 'I'Nl.','MI:C PRIMER" MODIFIED Al.KYD RUST INHIBITIVE PRIMER, TNEMF,C CO., PLYWOOD SHALL 13E USED ON FLOORS. INC.OR APPROVED EQUAL.(DRY FILM THICKNESS 2,9TO 15 MILS) U =004 @ 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbo:x\Madigan Arch itects\O 1_Proj ects\2 5 026182 0 Kennys Road - Louis Lizardos\01-Models\25026-1820 Kennys Road.rvt PLAN NOTES DRU PROPERTIES, LLC 1 ALL DIMENSIONS TO EXISTING CONDITIONS SHOWN PRIVATE FOR REFERENCE AND SHOULD BE FIELD VERIFIED BY RESIDENCE 1820 Kenny's Road Southold, NY 11971 ARCHITECT Madigan Architects MlaDIGI�N Main Road South Architects Southold NY 11971 xoo2 +1 (203) 871-1939 LEGEND µ. . _ ,. f EXISTING CONSTRUCTION TO REMAIN �_ R CANT MANIFOLD =_______= AD EXISTING CONSTRUCTION TO BE DEMOLISHED ---- BOILER MECHANICAL - REC ROOM QQ2 SHEET NOTES 0z 0 Issue Date& Issue Description By Check , i xoo4 1 EXISTING FLOOR SLAB TO REMAIN. PROTECT 1 2 04/06126 ISSUE FOR PERMIT SQM AT DURING DEMOLITION & CONSTRUCTION. LAUNDRY AHU T Q �J 0)04 4 4 4 5 2 EXISTING WALLS SHOWN WITH DARK GREY HATCH TO REMAIN o i I C x 3 EXISTING DOORS SHOWN WITH DARK GREY HATCH 00I TO REMAIN. 3 - r'�f� Ii ii I ; 4 EXISTING LALLY COLUMNS SHOWN WITH DARK GREY HATCH TO REMAIN. 6 o STAIR Ii 5 EXISTING WALLS SHOWN WITH DASHED LINES TO BE 1 REMOVED. PROTECT FLOOR, CEILING AND CLOSET SURROUNDING FINISHES DURING DEMOLITION. X006 003 6 EXISTING DOORS SHOWN WITH DASHED LINES TO BE ELEC REMOVED. CLOSET X001 x 006 3 f 3 3 XQ08 X002 X002 STORAGE 008 .. - , 7,777, Seal/Signature 'Cr�FtED qRC �v�\�iPN`MAD C00C, �j 040159 0 �CFNEvy� Project Name PRIVATE RESIDENCE Project Number 25001 n DEMOLITION PLAN - LEVEL 00 1/4" = 1'-0" Description DEMOLITION PLAN - LEVEL 00 Scale As indicated M 10 © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\Madigan Arch itects\O1_Projects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt _ DEMO. PLAN NOTES DRU PROPERTIES, LLC 1 ALL DIMENSIONS TO EXISTING CONDITIONS SHOWN PRIVATE FOR REFERENCE AND SHOULD BE FIELD VERIFIED BY RESIDENCE ,t 1820 Kenny's Road Southold, • NY 11971 LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED ARCHITECT 11 "" Madigan Architects ., MADIGAN 53610 Main Road Architects Southold NY 11971 11 6 11 6 3 +1 (203) 871-1939 - y u `ALL L � - -' L _ .J SHEET NOTES 5 1 REMOVE ALL FLOOR FINISHES APPLIANCES Y Po e f ........ _... ._.... ...._ ...._. —_ i' 10 ti TRY, COUNTERTOPS, APPLIANCES, AND CABINETRY, PLUMBING FIXTURES FROM THE KITCHEN. PREPARE .......'�.....-. .�., WALL& FLOOR SUBSTRATES FOR NEW FINISHES i 4 G ___.. ',d _-, - APPLIANCES, CABINETRY, AND PLUMBING STORE ALL APPLIAN ; r FIXTURES AND COUNTERTOPS IN BASEMENT AND j PROTECT DURING CONSTRUCTION FOR POTENTIAL �- RE USE IN NEW KITCHEN LAYOUT. i I'I —i 0 - , 1 1 _..... ...... .... ........ ..:' Issue Date& Issue Description B Check ! - \ 4 I ua 2 REMOVE ALL FLOOR FINISHES WALL FINISHES p y VANITY, TOILET ACCESSORIES, AND PLUMBING 1 2 04/06/26 ISSUE FOR PERMIT SQM Li ! , ! I FLOOR SUBSTRATES FOR NEW FINISHES. SEE 2 __•� FIXTURES FROM THE BATHROOM PREPARE WA 1 ,...... ....... . ,I .... _..._ ..... ...... ..... I CONSTRUCTION PLAN TO DETERMINE IF ANY ROUGH_dj - i... ... _.... .. ..... i' i �_ J ' PLUMBING SHOULD BE REMOVED TO PREPARE FOR NEW PLUMBING FIXUTRE LOCATIONS. - f I 1 3 TO ALL WALLS INDICATED WITH DASHED LINES ARE 11 — BE REMOVED. PATCH & REPAIR SUBFLOOR AS L REQUIRED BENEATH WALL BOTTOM PLATES. GC TO 5 ! 9 I g PROVIDE TEMPORARY SHORING TO SUPPORT _ 3 ' ' ` " .:: l. CEILING JOISTS& RAFTERS ABOVE WHEN REMOVING ANY LOAD BEARING WALLS. ! . 4 ALL INTERIOR DOORS INDICATED WITH DASHED LINES ARE TO BE REMOVED. DOOR FRAMES &TRIM TO BE REMOVED AS WELL. ' i ? ....... . . 5 REMOVE ALL FLOOR FINISHES IN THIS ROOM DOWN - CLEAN, PATCH & REPAIR SUBF LOOR T UBFL i 4 t. 10 AS REQUIRED TO PREPARE FOR NEW FLOOR - I FINISHES. PROTECT EXISTING HYDRONIC RADIANT !. 3 I 8 TUBES DURING DEMOLTION, TEST HYDRONIC LINES �,. KS PRIOR TO INSTALLATION OF - n.. - - - - NEW FLOOR FINISH -- 11 7 6 11 7 I 6 EXISTING EXTERIOR DOOR OR WINDOW INDIC ATED AS DASHED TO BE REMOVED. REMOVE ANY — — — — — — SURROUNDING JACKS, KINGS, CRIPPLES, & HEADERS - L7 y AND REVISE OPENING TO RECIEVE NEW WINDOW OR 12 12 ! DOOR. REFER TO CONSTRUCTION PLANS AND - WINDOW SCHEDULE FOR MORE INFORMATION. 7 11 7 ALL WINDOWS OR DOORS THAT ARE NOT INDICATED AS DASHED ARE TO REMAIN. PROTECT WINDOWS DURING DEMOLITION OF FACADE ELEMENTS. Seal/Signature CATALOGUE THE SIZE AND TYPE OF WINDOWS AND CONFIRM THAT ALL NEW WINDOWS IN THE SAME ROOM ARE TO MATCH THE EXISTING WINDOWS IN ED q,q�, DIMENSION TO MAINTAIN ALIGNMENTS AND WITH �P� MAD REGARD TO FINISH, SO INTERIOR AND EXTERIOR OF 92 n� PROPOSED WINDOWS MATCH THE EXISTING WINDOWS. a� 8 EXISTING GARAGE DOORS TO REMAIN. CLEAN �pF N5 SURFACE FOR NEW PAINT, PROTECT DURING DEMOLITION OF FACADE ELEMENTS. Project Name PRIVATE RESIDENCE 9 REMOVE EXISTING STAIR LANDING AND RAILING AS REQUIRED TO ALLOW FOR NEW STAIR LANDING TO I Project Number ACCESS NEW ENTRY DOOR LOCATION. 25001 10 REMOVE ALL FURNITURE AS INDICATED WITH DASHED LINES AND PUT IN STORAGE DURING n DEMOLITION PLAN - LEVEL 01 CONSTRUCTION FOR POTENTIAL RE-USE OR SALE. Description 1/4" = V-0" DEMOLITION PLAN - LEVEL 01 11 REMOVE EXISTING MASONRY & STUCCO FACADE CLADDING AND WEATHER BARRIER AND WINDOW/DOOR TRIMS DOWN TO THE PLYWOOD Scale SHEATHING AS INDICATED WITH DASHED LINES. As indicated PATCH & REPAIR EXISING SHEATHING AS REQUIRED. CLEAN & PREPARE SHEATHING FOR NEW WEATHER BARRIER&CLADDING. 12 REMOVE EXISTING COLUMNS THAT SUPPORT PORTICO ABOVE. PORTICO TO BE REDUCED IN [),k M 10 1 DEPTH, SEE ROOF DEMO PLAN, CONSTRUCTION PLANS AND ELEVATIONS FOR MORE INFO. © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbolx\Madigan Arch itects\O1_Projects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt DEMO. PLAN NOTES DRU PROPERTIES, LLC , `•` �`�, '� 1 ALL DIMENSIONS TO EXISTING CONDITIONS SHOWN PRIVATE FOR REFERENCE AND SHOULD BE FIELD VERIFIED BY ........... RESIDENCE _ GC .......... _ ...... 1820 Kenny's Road --------------------- --- Southold, NY 11971 LEGEND 11 ARCHITECT EXISTING CONSTRUCTION TO REMAIN Madigan Architects --------- EXISTING CONSTRUCTION TO BE DEMOLISHED 3 3 i 3 ------ MAD 0 Main Road 11 6 11 I c Architects 5 Southold NY 11971 +1 (203) 871-1939 _.__...._._........_.._.... - -- - — — - - - - ------ i I MASTEREl l SHEET NOTES ' CLOSET 4 ' j I , �;rCLOSET 2 I I q ,r. 209 I EXISTING STONE STAIR TREADS & RISERS TO BE REMOVED DOWN TO STEEL SUBSTRUCTURE I . �.� i 1 BEDROOM r i --�� 5 BEDROOM PREPARE SUBSTRUCTURE FOR NEW WOODEN i MASTER ' 208 / I t'r i � I / 213 E ."T TREADS & RISERS. SEE CONSTRUCTION PLAN FOR 207 . � �BATH ___..._.__ V; RE I F MASTER ..; 4 '`� I �� 2 CLOSET`; CLOSET Fj) 'S� 4 I BATHROOM j r ' 211 : 2 205 - _ ��_ � , �; , i ,: �„',, _ REMOVE ALL FLOOR FINISHES, WALL FINISHES, �' ' I II VANITY, TOILET ACCESSORIES, AND PLUMBING 4 r i r FIXTURES FROM THE BATHROOM. PREPARE WALL& 0 Issue Date& Issue Description By Check FLOOR SUBSTRATES FOR NEW FINISHES. SEE "- - - CONSTRUCTION PLAN TO DETERMINE IF ANY ROUGH PLUMBING SHOULD BE REMOVED TO PREPARE FOR NEW PLUMBING FIXUTRE LOCATIONS. ji 2 Via',<T 1� BATHROOM 3 ALL WALLS INDICATED WITH DASHED LINES ARE TO - I I; f BE REMOVED. PATCH & REPAIR SUBFLOOR AS ( - ' 6 1 a LINEN l, REQUIRED BENEATH WALL BOTTOM PLATES. GC TO i r.. " I CLOSET CLOSET `' -- i - 220 CLOSET ! !' �; PROVIDE TEMPORARY SHORING TO SUPPORT _.. .N z_. ._j r .... x T_ .-4,: .._ _. CEILING JOISTS & RAFTERS A 13 I; ; l — -- — - I ANY LOAD BEARING WALLS. �. 4 4 . . __. El 4 ALL INTERIOR DOORS INDICATED WITH DASHED - � LINES ARE TO BE REMOVED. DOOR FRAMES &TRIM MASTER ... . . 9 _ .. . � TO BE REMOVED AS WELL BEDROOM ' i 204 ... OPEN TO BEDROO 11 5 ALL WOOD FLOORS ON LEVEL 02 TO BE SANDED BELOW j BEDROOM i 5 219 '�: j 216 DOWN AND PREPARED FOR NEW SCHEDULED WOOD 201 I FLOOR FINISH COAT. SEE CONSTRUCTION PLAN FOR MORE INFORMATION. t. 6 EXISTING EXTERIOR DOOR OR WINDOW INDICATED ` n.�...:. � , . A REMOVED. REMOVE ANY : SURROUNDING JACKS, KINGS, CRIPPLES, & HEADERS ...... ...............................:. AND REVISE OPENING TO RELIEVE NEW WINDOW.s i F DOOR. REFER TO CONSTRUCTION PLANS AND <I WINDOW SCHEDULE FOR MORE INFORMATION. 11 7 I 6 I 6 7 III 11 7 11 °� - t............. ... _...a 1................_..................__._........_ -- 7 ALL WINDOWS OR DOORS THAT ARE NOT INDICATED - - ) AS DASHED ARE TO REMAIN. PROTECT WINDOWS g g I i ! DURING DEMOLITION OF FACADE ELEMENTS, _....e_.. ............_...................... .._._.............__._.....__.............._......_-......._-............ _..._.........._....... CATALOGUE THE SIZE AND TYPE OF WINDOWS AND CONFIRM THAT ALL NEW WINDOWS IN THE SAME _........_ _...........................................:.................__...........: ROOM ARE TO MATCH THE EXISTING WINDOWS IN - -- T_- - 12 DIMENSION TO MAINTAIN ALIGNMENTS AND WITH REGARD TO FINISH, SO INTERIOR AND EXTERIOR OF eall ignature PROPOSED WINDOWS MATCH THE EXISTING ........._._....... ... ...........................................................a............._.........................._................................ WINDOWS. RED ARC �C MA_ 4) 8 REMOVE EXISTING COLUMNS THAT SUPPORT PORTICO AVOVE. PORTICO TO BE REDUCED IN a 92 �,.A DEPTH, SEE ROOF DEMO PLAN, CONSTRUCTION PLANS AND ELEVATIONS FOR MORE INFO. �� 1 I' Le_••._.W�J 9 REMOVE EXISTING STAIR RAILING. CLEAN & F 040159 p0 NE9 PREPARE EXISTING STAIR STRINGER FOR NEW Project Name FINISHES& NEW RAILING. PRIVATE RESIDENCE 10 REMOVE ALL FURNITURE AS INDICATED WITH DASHED LINES AND PUT IN STORAGE DURING Project Number CONSTRUCTION FOR POTENTIAL RE-USE OR SALE. 25001 Cl DEMOLITION PLAN - LEVEL 02 11 REMOVE EXISTING MASONRY & STUCCO FACADE 1/4 — 1 -0 CLADDING AND WEATHER BARRIER AND WINDOW/DOOR TRIMS DOWN TO THE PLYWOOD Description SHEATHING AS INDICATED WITH DASHED LINES. DEMOLITION PLAN - LEVEL 02 PATCH & REPAIR EXISING SHEATHING AS REQUIRED. CLEAN & PREPARE SHEATHING FOR NEW WEATHER BARRIER& CLADDING. Scale As indicated 12 EXISTING EXTERIOR RAILING TO BE REMOVED. PREP DECK FOR NEW RAILING BALLUSTERS. 13 EXISTING BALCONY& RAILING TO BE REMOVED. 10 2 © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox' Madigan Arch itects\01_Proj ects\25026_1820 Kennys Road - Louis Lizardos\01-Model s\25026_1820 Kennys Road.rvt DEMO. PLAN NOTES DRU PROPERTIES, LLC 1 ALL DIMENSIONS TO EXISTING CONDITIONS SHOWN ........................ ................. PRIVATE FOR REFERENCE AND SHOULD BE FIELD VERIFIED BY RESIDENCE 4 nny's R 1820 Ke oad .......... 4 —=- --- -----= = Southold, NY 11971 ARCHITECT Madigan Architects { _ w MAD1GlaN 53610 Main Road Architects ch s I I I Southold NY 11971 1 1 91 1 LEGEN ® .... .._.. ......_ ...._.. ...._ ...._. . _......._.... ....:. .._.._ .__. ....... ........ ._..... ...... _..... ._.... ..._. ._... .__... ...._. ._:... ...._. ...._ ._. -..... _- ....._. ..._.. ....... ._..... ...._ _.... ._.. )..._.. _.... ...... ...... ........ ...... .- . ... ..... ....:.. ...... ...... .... ..... ..._.. ..._.. ...... ...... ........ ....... --- - +1 (203) 871-1939 EXISTING CONSTRUCTION TO REMAIN f� I ____= EXISTING CONSTRUCTION TO BE DEMOLISHED 0 ' SHEET NOTES : � I E s ` - 2 f' Issue Date& Issue Description By Check 1 REMOVE EXISTING ROOFING DOWN TO PLYWOOD 1 2 04/06126 ISSUE FOR PERMIT SQM SUBSTRATE. REPLACE DAMAGED PLYWOOD SUBSTRATE AS REQUIRED. PREPARE FOR NEW ROOFING i 2 EXISTING BRICK CHIMNEY& FLUE TO REMAIN. ii CLEAN FLUE AND REPLACE SPARK SCREEN AND/OR PATCH FLASHING AS REQUIRED CI i, REMOVE E EXISTING BALCONY ALONG WITH ALL y FINISHES, DECKING, RAILING, AND STRUCTURAL SUPPORTS. PATCH & REPAIR EXTERIOR WALL SHEATHING& RIM JOIST IN LOCATION WHERE BALCONY WAS REMOVED. PREPARE FOR NEW EXTERIOR FINISHES. , 1 , 4 R BELOW TO REMAIN, PROTECT EXISTING STAIR : FINISHES DURING CONSTRUCTION & DEMOLITION. / ,N �� I �� 5 REMOVE EXISTING ROOFING, SHEATHING, RAFTERS , &ALL STRUCTURAL SUPPORTS IN THE AREA BEYONDLINE INDICATED HERE. EXISTING PORTICO TO BE CUT BACK SO AS TO ALIGN - // WITH EXISTING EXTERIOR WALL. SEE SECTION DETAILS, EXTERIOR ELEVATIONS, AND _... %.-.. _. _ .... .. - - -a.... . .... —._..._....._.......�.... ..._. ..... i �.... ... f . .. _.....�...... ... .. ."', _. .. .......... .... ............._.. ........... . ... ....... ......................__...... .. -_...... .. ......... .. _ ... ! CONSTRUCTION PLANS FOR MORE INFORMATION. N 6 EXISTING BALCONY TO REMAIN. CLEAN DECKING - ------------ --- � _---------- ----- �� I I 6 is - WITH SOAP& BRUSH. o0 I Lij { 5 5 W CC 7 REMOVE EXISTING RAILING. PATCH & REPAIR DECKING AND FLASHING IN LOCATIONS WHERE _......................................................_...................................._..................._.._........... .................. 7 RAILING WAS REMOVED. PREPARE DECKING & FLASHING FOR NEW RAILING INSTALLTION. SEE CONSTRUCTION PLAN AND EXTERIOR ELEVATIONS Seal/Signature FOR INFORMATION ON NEW RAILING. ......................... 4 ........... ED qRC A MAp * ��I,•ice "9>1 040159 C� $1 OF NE�� Project Name PRIVATE RESIDENCE Project Number 25001 Description DEMOLITION PLAN - ROOF Scale As indicated M 1 OF` 4 © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\IMadigan Arch itects\O1_Projects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt I 1 ELEV. NOTES DRU PROPERTIES, LLC 1 REMOVE EXISTING ROOFING DOWN TO PLYWOOD PRIVATE SUBSTRATE. REPLACE DAMAGED PLYWOOD SUBSTRATE AS REQUIRED. PREPARE FOR NEW RESIDENCEROOFING. 2 REMOVE ALL EXISTING MASONRY& STUCCO FACADE 1820 Kenny's Road CLADDING AND WEATHER BARRIER AND Southold, NY 11971 WINDOW/DOOR TRIMS DOWN TO THE PLYWOOD SHEATHING. PATCH & REPAIR EXISING SHEATHING AS REQUIRED. CLEAN & PREPARE SHEATHING FOR NEW WEATHER BARRIER& CLADDING. 3 EXISTING EXTERIOR DOOR OR WINDOW INDICATED ARCHITECT AS DASHED TO BE REMOVED. REMOVE ANY ' Madigan Architects SURROUNDING JACKS, KINGS, CRIPPLES, & HEADERS MADIGJaN Architects South South Main Road old NY 11971 AND REVISE OPENING TO RECIEVE NEW WINDOW OR +1 (203) 871-1939 DOOR. REFER TO CONSTRUCTION PLANS AND WINDOW SCHEDULE FOR MORE INFORMATION. 4 EXISTING BALCONY& RAILING TO BE REMOVED. 5 EXISTING EXTERIOR RAILING TO BE REMOVED. PREP DECK FOR NEW RAILING BALLUSTERS. 6 EXISTING BRICK CHIMNEY TO REMAIN. PROTECT DURING DEMOLITION & CONSTRUCTION. 7 ALL EXISTING FINISHED FASCIA TO BE REMOVED DOWN TO EXISTING SUBSTRATE OR OUTRIGGER LEVEL 04-ROOF RAFTER. PREP SURFACE TO RECIEVE NEW 64'.6 WEATHER BARRIER AND NEW FASCIA. 0 Issue Date& Issue Description By Check 1 2 04/06126 ISSUE FOR PERMIT SQM 8 REMOVE EXISTING COLUMNS THAT SUPPORT PORTICO AVOVE. PORTICO TO BE REDUCED IN DEPTH, SEE ROOF DEMO PLAN, CONSTRUCTION - �// \ PLANS AND ELEVATIONS FOR MORE INFO. A-760 1 ` 9 REMOVE THE OVERHANGING PORTION OF THE - . 2 EXISTING PORTICO BACK TO THE LOCATION OF THE EXISTING FOUNDATION WALL. SEE DEMO PLANS, - .\ ,� 7 OR N F CONSTRUCTION PLANS, ��% .... ...-. ...... ... ..._.. . . ...... . _.. ..... ..... ..... -.. . `'� ' /;/ INFORMATION ABOUT NEW COVERED ENTRY CANOPY. 9 �, f�/ �. j \� 10 ALL WINDOWS OR DOORS THAT ARE NOT INDICATED f - �.. - \ ,' � ,.• ,�/ �, ,y - ;- - , � DURING DEMOLITION OF FACADE ELEMENTS. ,: : \� LEVEL 03 ATTI E AND TYPE OF WINDOWS AND - 3 — T — — — — — 48'-8 5/8° CONFIRM THAT ALL NEW WINDOWS IN THE SAME . ... . ... .. f . ! _ ROOM ARE TO MATCH THE EXISTING WINDOWS IN REGARD TO FINISH, SO INTERIOR AND EXTERIOR OF 46 . 1 .4 i II!' I 2 PROPOSED WINDOWS MATCH THE EXISTING 4.- .L I i I i° -T ! I ! WINDOWS. i I ! } _ I i f I 11 3 i _. EXISTING STONE STEPS TO REMAIN. PROTECT _ _ _. I DURINGDEMOLITION & CONSTRUCTIO N.NA -i. 7 L (. I I i I t < I Aj •, _ � � �__ _ � LEVEL 02 : < P i 39 - 1 7/$ . ...... . ... ... ........ $ 2 : 2 2Seal/Signature FUJT , RED, I 2 N I �P LEVEL 01 - - - - — � 29 0 � I 10 10 ` �40159 , m aF NE 1 Project Name , a , PRIVATE RESIDENCE •, .,... „<w. .,. «._::tta;<.,, .a,..<.. ...z..„.Naa ,,x�,.< :N.w.«.<h„....<.,..,...,..... ..<. .. <w..w.,.<,. „s.._..<�.. _,. _.. m..«ox._.,ia. ... M c. .. .,..,...«s ..,.a°.. a...,.,...,..»....:.,.......,._ .. ... _.« < ... «.. M<_._ . .,i„ a<.,....... .c...,a.,,.<,.,,"•„ Project Number 25001 n EXTERIOR ELEVATION - DEMOL.ITION - SOUTH ' 1/41, = 1'-011 Description EXTERIOR ELEVATION - DEMOLITION -SOUTH Scale 1/4"= 1 r-0" Ref. North Pu` M 7 0 '01 © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbo:x\Madigan Arch itects\01_Projects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt 1 , ELEV. NOTES DRU PROPERTIES, LLC 1 REMOVE EXISTING ROOFING DOWN TO PLYWOOD PRIVATE SUBSTRATE, REPLACE DAMAGED PLYWOOD SUBSTRATE AS REQUIRED. PREPARE FOR NEW RESIDENCEROOFING. 2 REMOVE ALL EXISTING MASONRY& STUCCO FACADE 1820 Kenny's Road CLADDING AND WEATHER BARRIER AND Southold, NY 11971 WINDOW/DOOR TRIMS DOWN TO THE PLYWOOD SHEATHING. PATCH & REPAIR EXISING SHEATHING AS REQUIRED. CLEAN & PREPARE SHEATHING FOR NEW WEATHER BARRIER& CLADDING. 3 EXISTING EXTERIOR DOOR OR WINDOW INDICATED ARCHITECT Madigan Architects AS DASHED TO BE REMOVED. REMOVE ANY SURROUNDING JACKS, KINGS, CRIPPLES, & HEADERS MADICCAN 53610 Main Road Architects 971 11 d Southol NY AND REVISE OPENING TO RECIEVE NEW WINDOW OR +1 Southold NY 1139 DOOR. REFER TO CONSTRUCTION PLANS AND WINDOW SCHEDULE FOR MORE INFORMATION. — — — — — — — — — — _ — LEVEL 04-ROOF 4 EXISTING BALCONY& RAILING TO BE REMOVED. 5 EXISTING EXTERIOR RAILING TO BE REMOVED. PREP f' DECK FOR NEW RAILING BALLUSTERS. 6 EXISTING BRICK CHIMNEY TO REMAIN, PROTECT DURING DEMOLITION & CONSTRUCTION. 7 ALL EXISTING FINISHED FASCIA TO BE REMOVED DOWN TO EXISTING SUBSTRATE OR OUTRIGGER RAFTER. PREP SURFACE TO RECIEVE NEW r- -- - -- - -- - -- _< _� /r �J WEATHER BARRIER AND NEW FASCIA. 0 Issue Date& Issue Description By Check 1 2 04106/26 ISSUE FOR PERMIT SQM 8 REMOVE EXISTING COLUMNS THAT SUPPORT PORTICO AVOVE. PORTICO TO BE REDUCED IN DEPTH, SEE LAN, CONSTRUCTION ROOF DEMO P NSTRUCN 0 r \.. _ PLANS AND ELEVATIONS FOR MORE INFO. ..... F.. ....... ....... ........ ....: ....... _ _. I.._._......_......_..._ ._..._......_. _. I — _ — LEVEL 03-ATTIC OIL I ! i 4 '- ii 5ls 9 REMOVE THE OVERHANGING PORTION OF THE ' EXISTING PORTICO BACK TO THE LOCATION OF THE A; I I EXISTING FOUNDATION WALL. SEE DEMO PLANS, c - g CONSTRUCTION PLANS, AND PORTICO SECTION FOR _ 2 ! INFORMATION ABOUT NEW COVERED ENTRY i CANOPY. 2 6 , Ii I I ! :: : t T -- .. - 10 ALL WINDOWS OR DOORS THAT ARE NOT INDICATED LZ � :. :. - -�; ,! AS DASHED ARE TO REMAIN. PROTECT WINDOWS - DURING DEMOLITION OF FACADE ELEMENTS. CATALOGUE THE SIZE AND TYPE OF WINDOWS AND _;,.._._ .... :i. : LEVEL 02 OL 4 1 ri —" 3q'-1 7!8° CONFIRM THAT ALL NEW WINDOWS IN THE SAME - - - - - - - - - - - - - - - - - ROOM ARE TO MATCH THE EXISTING WINDOWS IN DIMENSION TO MAINTAIN ALIGNMENTS AND WITH ? { REGARD TO FINISH, SO INTERIOR AND EXTERIOR OF PROPOSED WINDOWS MATCH THE EXISTING II I 10 i I I ! I WINDOWS. I I i 1 . II ' 11 EXISTING STONE STEPS TO REMAIN. PROTECT DURING DEMOLITION & CONSTRUCTION. It q i I ! LEVEL 01 ! I 11 29,-0" 10 e - , b , 'w .< .. W •a.<„......r x..w.,.n• <.... .<.SF r.. : ... ,^i a.^,.. <. >_.+ a3 ...., s..< :x .v ...,. a..,... ,. .,., 4..., ..J` !, .. a., ...w ...+.. ..#.s. _, i,^ < .... < a ,. sa <..M..w,.w ..x.-,<..w... oa.<.. .. ..x ., ED Ah'C n EXTERIOR ELEVATION - DEMOLITION - WEST 040159 Project Name OF NE PRIVATE RESIDENCE Project Number 25001 Description EXTERIOR ELEVATION - DEMOLITION -WEST i Scale 1/4" = 1'-0" Ref. North wl"J"hMe7 0 2 © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\Madigan Arch itects\01_Projects\25026_1820 Kennys Road - Louis Lizardos\01-Model s\25026_1820 Kennys Road.rvt ELEV . OTES DRU PROPERTIES, LLC 1 REMOVE EXISTING ROOFING DOWN TO PLYWOOD PRIVATE SUBSTRATE. REPLACE DAMAGED PLYWOOD SUBSTRATE AS REQUIRED. PREPARE FOR NEW RESIDENCEROOFING. 2 REMOVE ALL EXISTING MASONRY& STUCCO FACADE 1820 Kenny's Road CLADDING AND WEATHER BARRIER AND Southold, NY 11971 WINDOW/DOOR TRIMS DOWN TO THE PLYWOOD SHEATHING. PATCH & REPAIR EASING SHEATHING AS REQUIRED. CLEAN & PREPARE SHEATHING FOR NEW WEATHER BARRIER& CLADDING. 3 EXISTING EXTERIOR DOOR OR WINDOW INDICATED „ „ ,, ARCHITECT AS DASHED TO BE REMOVED. REMOVE ANY Madigan Architects KINGS CRIPPLES, & HEADERS MADIGGAN 53610 Main Road SURROUNDING JACKS, Architects Southold NY 11971 AND REVISE OPENING TO RECIEVE NEW WINDOW OR +1 (203) 871-1939 DOOR. REFER TO CONSTRUCTION PLANS AND WINDOW SCHEDULE FOR MORE INFORMATION. �... . �......_.. ..�.. �....... — — — — — — L 04 f ! LEVEL R i f : 4 EXISTING BALCONY& RAILING TO BE REMOVED. , > 5 EXISTING EXTERIOR RAILING TO BE REMOVED. PREP DECK FOR NEW RAILING BALLUSTERS. 6 EXISTING BRICK CHIMNEY TO REMAIN. PROTECT A-760 DURING DEMOLITION & CONSTRUCTION. 7 ALL EXISTING FINISHED FASCIA TO BE REMOVED > DOWN TO EXISTING SUBSTRATE OR OUTRIGGER RAFTER. PREP SURFACE TO RECIEVE NEW 6 �\ 6 W I Issue Date & Issue Description By Check WEATHER BARRIER AND NE FASC A 1 2 04/06126 ISSUE FOR PERMIT SQM 8 REMOVE EXISTING COLUMNS THAT SUPPORT 7 � � `� PORTICO AVOVE. PORTICO TO BE REDUCED IN _ _ DEPTH, SEE ROOF DEMO PLAN, CONSTRUCTION _ _ _ LEVEL_03-AT�TIC� PLANS AND ELEVATIONS FOR MORE INFO. 48'-8 5/8"Y EXISTING PORTICO BACK TO THE LOCATION OF THE EXISTING FOUNDATION WALL SEE DEMO PL ANS, , ' ' ! T CONSTRUCTION PLANS, AND PORTICO SECTION FOR 2 INFORMATION ABOUT NEW COVERED ENTRY !:': _ 5 � 10 ! 10 - - - -- _... _ _ CANOPY. 10 ALL WINDOWS OR DOORS THAT ARE NOT INDICATED WINDOWS I ( AS DASHED ARE TO REMAIN PROTECT LEVEL 02 DURING DEMOLITION OF FACADE ELEMENTS. 39'-1 7/$° CATALOGUE THE SIZE AND TYPE OF WINDOWS AND CONFIRM THAT ALL NEW WINDOWS IN THE SAME �. _.. ._... ..... ..... ... . . ... .. ...... ..... - --- -- - -' - -- - -- -- - ROOM ARE TO MATCH THE EXISTING WINDOWS IN 3 DIMENSION TO MAINTAIN ALIGNMENTS AND WITH P it 7; 3 - i, L _LL ;i I I II REGARD TO FINISH, SO INTERIOR AND EXTERIOR OF I; i; — ...._......_............._............._... .._......... Al _i: PROPOSED WINDOWS MATCH THE EXISTING 11 _. _ �I I _... . WINDOWS I 10 10 I! p,. . r 10 I 11 EXISTING STONE STEPS TO REMAIN. PROTECT ........... .......: ! !.. ! I :._... ..._ ...... ....... ..... .....a _.. ..._.. .._ DURING DEMOLITION & CONSTRUCTION. LEVEL-01� - i 29 011 .................................._......._....._.......-............................_........_......_........................_......._.........__....................-..............._..._............,...... ..... ....... ....._ ..... __.... ..._ .._. ._.. 0 µ . :{ , Seal/Signature ire Se natu 9 , , , > s 11 ti M A r LEVEL 00 � � C� N 1 I H 8' �-9 1 Alt 01 "ay « - , r '^ r - �C 9 9 4 ' 015 O , F A" - of �N N Project Name 1 PRIVATE RESIDENCE Project Number 25001 1 EXTERIOR ELEVATION - DEMOLITION - NORTH I Description 1/4 - 1 -0 EXTERIOR ELEVATION - DEMOLITION - NORTH Scale xf 1/4" = 1'-011 Ref. North D` M =703 © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\Madigan Arch itects\01_Proj ects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt i ELEV. NOTES DRU PROPERTIES, LLC 1 REMOVE EXISTING ROOFING DOWN TO PLYWOOD PRIVATE SUBSTRATE. REPLACE DAMAGED PLYWOOD SUBSTRATE AS REQUIRED. PREPARE FOR NEW RESIDENCEROOFING. 2 REMOVE ALL EXISTING MASONRY& STUCCO FACADE 1820 Kenny's Road CLADDING AND WEATHER BARRIER AND Southold, NY 11971 WINDOW/DOOR TRIMS DOWN TO THE PLYWOOD SHEATHING. PATCH & REPAIR EXISING SHEATHING AS REQUIRED. CLEAN & PREPARE SHEATHING FOR NEW WEATHER BARRIER& CLADDING. 3 EXISTING EXTERIOR DOOR OR WINDOW INDICATED ARCHITECT AS DASHED TO BE REMOVED. REMOVE ANY Madigan Architects KINGS CRIPPLES, & HEADERS • MADIGAN 53610 Main Road SURROUNDING JACKS, Architects Southold NY 11971 AND REVISE OPENING TO RECIEVE NEW WINDOW OR +1 (203) 871-1939 DOOR. REFER TO CONSTRUCTION PLANS AND WINDOW SCHEDULE FOR MORE INFORMATION. 4 EXISTING BALCONY& RAILING TO BE REMOVED. 5 EXISTING EXTERIOR RAILING TO BE REMOVED. PREP DECK FOR NEW RAILING BALLUSTERS. LEVEL 04-ROOF 6 EXISTING BRICK CHIMNEY TO REMAIN. PROTECT 64'--61/8° DURING DEMOLITION & CONSTRUCTION. F..,. 7 ALL EXISTING FINISHED FASCIA TO BE REMOVED i. ;f DOWN TO EXISTING SUBSTRATE OR OUTRIGGER ' RAFTER. PREP SURFACE TO RECIEVE NEW WEATHER BARRIER AND NEW FASCIA. Issue Date & Issue Description By Check 1 2 04106/26 ISSUE FOR PERMIT SQM 8 REMOVE EXISTING COLUMNS THAT SUPPORT `. PORTICO AVOVE. PORTICO TO BE REDUCED IN -I DEPTH, SEE ROOF DEMO PLAN, CONSTRUCTION - PLANS AND ELEVATIONS FOR MORE INFO. 9 REMOVE THE OVERHANGING PORTION OF THE 9 ? EXISTING PORTICO BACK TO THE LOCATION OF THE r EXISTING FOUNDATION WALL. SEE DEMO PLANS, 7 CONSTRUCTION PLANS, AND PORTICO SECTION FOR t INFORMATION ABOUT NEW COVERED ENTRY r — — LEVEL 03-ATTIC CANOPY. 48'.88 5/81, F 10 ALL WINDOWS OR DOORS THAT ARE NOT INDICATED : i - i AS DASHED ARE TO REMAIN. PROTECT WINDOWS DURING DEMOLITION OF FACADE ELEMENTS. CATALOGUE THE SIZE AND TYPE OF WINDOWS AND - _-_ - CONFIRM THAT ALL NEW WINDOWS IN THE SAME ROOM ARE TO MATCH THE EXISTING WINDOWS IN fT DIMENSION TO MAINTAIN ALIGNMENTS AND WITH REGARD TO FINISH, SO INTERIOR AND EXTERIOR OF WINDOWS MATCH THE EXISTING :........ .. ...., _...._...... _ _...... _......_....._....._ ._.._ _ - - - - - - - - - - -.. _.._...._...__..._...._...._ ._..._.-._ ._._....._:::_-... .._:.. ......_-. ....... _.. ...�.._. WINDOWS PROPOSED LEVEL 02 i I I 39'-1 7/8' 11 EXISTING STONE STEPS TO REMAIN. PROTECT , DURING DEMOLITION & CONSTRUCTION. . .._.... ....... ._.... .._._ _..... ....._ ... ......_ _.... ....... ....... ..... ...... ... ........ ...... ..... ........ .... .. 3 I;Li' 'I II i 10 p I� LEVEL 01 tr� 29'-o Seal/Signature i, I�I ' 1 N MAD Rcti'� ` - 0 Q" 9 40159 , O �1 F N E LEVEL 00 1 Project Name , - • _ - 1 1, - 18 1 1/$ PRIVATE RESIDENCE ct 1 Pr 'e Number , - a o w { r � . . x, a' x« .. ...a:'_•. ,a::«d.:...:.:. .,:".,a,,.-......_x...,..,.a,.. .. :.A-t,a.a a R.,uaaa....a-ax ♦..naw.«..,aes< .,/a rwww.a wuw..<.]. «e...+.nwwwlaine,,,w.w..>..,. ,. .aa a,.+x.,.a,..,.sue. »..-+a.x xsa. «a o, n, vw ry< a,,.,.,..x v... ,a,.:.v.u.ww..a,..s x `x.a aaa, , %. e % e 25001 Description EXTERIOR ELEVATION - DEMOLITION - EAST n EXTERIOR ELEVATION - DEMOLITION - EAST Scale 1/4 - 1 -0 1/4" = 1'-0" Ref. North low [0 w) M 7 0 61% © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropb►ox\Madigan Arch itects\01_Proj ects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt i EXI T. PLAN DOTES DRU PROPERTIES, LLC ` mot) ING INFORMATION SITE PLAID ADDRESS: 1820 KENNEYS ROAD 1. ALL METES & BOUNDS AND ALL OTHER PRIVATE SOUTHOLD, NY 11971 t `ovG2 INFORMATION DEPICTING THE EXISTING CONDITIONS OF THIS SITE WAS OBTAINED FROM A RESIDENCE oti SURVEY AS PREPARED BY NATHAN TAFT CORWIN � TAX MAP ID: 1000-059.00-03.00-016.002 � '� III LAND SURVEYOR WITH THE LATEST UPDATES TOWNSHIP: SOUTHOLD TOWN '� �� BEING ADDED ON 01/17/2002. 1820 Kenny's Road 2. THE GROSS FLOOR AREA (GFA) OF THE BUILDING HAMLET: SOUTHOLD ��; so �s �9. \�% ,, SHALL NOT INCLUDE UNENCLOSED PORCHES, Southold, NY 11971 �a°� ,�\ \\ %, \ PATIOS, DECKS, OPEN TERRACES, BALCONIES, ZONING MAP: TOWN OF SOUTHOLD ZONING MAP BASEMENTS AND ATTICS. ACCESSORY (SOUTHOLD HAMLET) N �� q �'y,. \ BUILDINGS ARE ALSO EXCLUDED FROM GFA °� �� , \ EXCEPT FOR ANY PORTION OF THE ACCESSORY BUILDING WHICH MAY BE CONVERTED TO ARCHITECT ZONING DISTRICT: AC 4� 4e, �\ PGA o "HABITABLE" SPACE, AND SUCH HABITABLE Madigan Architects YEAR BUILT: 2015 � 5� SPACE SHALL BE INCLUDED IN GFA. MADIGAN 53610 Main Road ' �� `\ �h yP�° Architects Southold NY 11971 ,' \ e�P� LOT AREA: 99,635 SF/2.287 ACRES (EXISTING) +1 203� � �.� � ( ) 871-1939 80,000 SF/0.918 ACRES (MIN PER ZONING) LOT IS CONFORMING FOR AREAREAR LOT WIDTH: 248A 1" (EXISTING) YARD `\ 175'-0" (MIN PER ZONING) N�60 301016. F�q� LOT IS CONFORMING FOR WIDTH goo o<sF Sp / \ _ \ MAX. TOTAL LOT COVERAGE: 19,927 SF 9c� � ' (ALLOWABLE) (20% OF BUILDABLE LOT AREA) (20% OF BUILDABLE LOT AREA PER 280-124B) - r1 C� (RELIEF DOESN'T APPLY) ` � �� J /} GROSS FLOOR AREA (EXISTING) 3,737 SF (PROPOSED) 3,737 SF (NO ADDITIONAL COVERAGE PROPOSED) , 1ST FLOOR (EXISTING): 2,388 SF MAX. TOTAL GFA: 7,590.87 SF (ALLOWABLE EXCLUDING CELLAR) `�� `\ cF ,> ' °��,. E°oa .. ,, „� � � / �-� °�'��; d Q 5 i �* 2ND FLOOR (EXISTING): 2,330 SF (ALLOWABLE) (7,100 SF +{(BUILDABLE LOT AREA-80,000) x 2.5%} c��P�v o��° \\ +� /+ �� Issue Date& Issue Description By Check (EXSITING) 4,718.00 SF (APPROX.) Q ao �� '� ��y o Q �\ d °F TOTAL (EXISTING): 4,718 SF 1 11/14/25 FEASIBILITY STUDY SQM (PROPOSED) 4,718.00 SF (NO ADDITIONAL GFA PROPOSED) � 1 2 04106I26 ISSUE FOR PERMIT SQM PRINCIPAL BUILDING: ��°°'!�� aG"y c'soPa• �� "`� NO PROPOSED CHANGE TO GFA - MAX. HEIGHT: 35 FT (SLOPED ROOF) OR 25 FT (FLAT ROOF) \� �aA LOT (O y q� Q MAX. # OF STORIES: 2 STORIES \ 8?9, ��o �o�yc /�'�. •p� q�� MIN. FRONT YARD: 60 FT (NO RELIEF PER 280-124B) , MIN. SEC. FRONT YARD: 40 FT (NO RELIEF PER 280-124C) \\ �fi�,� �F�y ,' : •+ MIN. SIDE YARD: 20 FT(NO RELIEF PER 280-124B) MIN. TOTAL SIDE YARD: 45 FT (NO RELIEF PER 280-124B) Ne MIN. REAR YARD: 75 FT(NO RELIEF PER 280-124B) ACCESSORY STRUCTURES: MAX HEIGHT: 16 FT (FLAT ROOF) `� k° \ °P 22 FT (SLOPED ROOF) '0 MIN. SETBACK SIDE/REAR: 25 FT �®T COVERAGE O`�c�A�c (USE TOTAL LOT AREA TO DETERMINE SETBACKS) \ ��( e ° � PS Q 1r G E MAX. ACC. BLDG AREA: 2,989.05 SF (3% OF LOT AREA) + ` e \ \ \` �°;4� °<<°�F EX S (FOR LOTS GREATER THAN 80,000SF PER 280-15C) d �� 2 �,�'\ ' • ,' /' '�`' R \ / MAIN HOUSE: 2,450 SF - yti P SKY !PLANE: 450 ANGLE STARTING AT 10'ABOVE + . \ G FRONT PORCH: 192 SF AVERAGE ELEVATION OF NATURAL GRADE \ .r ' aP \�'' ' �P°�• Y (ALL STRUCTURES MUST FIT WITHIN SKYPLANE) •+ d . \` v FRONT y, 0 GJe \ d •� REAR STEPS: 115 SF YARD - ` 0°!(',y/ QG ` \G '0 oC' ' • ' o lE� � POOL: 980 SF Cp • ° \QP�� Cr a TOTAL LOT COVERAGE: 3,737 SF (EXISTING) _ �. Q�� fag \ 0 � F 0N-1 S',' ./ 1 v i"E-PS TO BE �,�'' • 4�Q.P `' -'L(V, -1) NO PROPOSED CHANGE TO LOT COVERAGE SUNPATH DIAGRAM � ` . �� •. �0�. \ e� Seal/Signature AIM, RED A/�CtvIAD Co �0 s d' 04 0159 �OQ" .� O P N E•N Project Name SITE PLAN - EXISTING Copy 1 PRIVATE RESIDENCE t 1" = 30'-011 ' Project Number w �..<O t 25001 � Description SITE PLAN , . Scale 1" = 30'-0" Ref. North AMO I uAd", "1M14. lsN. q. © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\Madigan Arch itects\O1_Projects\25026_1820 Kennys Road - Louis Lizardos\01—Model s\25026_1820 Kennys Road.rvt DOOR HARDWARE SCHEDULE DOOR NOTES DRU PROPERTIES LLC HARDWARE GROUP 7 DESCRIPTION 1. ALL NEW DOOR LEAF STYLES TO MATCH PRIVATE EXISTING OR TO BE SELECTED BY OWNER. DOOR TYPE A) SWING 1 3/4" THICK SOLID CORE WOOD DOOR LEAF, 3/16"x3/16" ROUTED REVEALS, APPLIED TRIM AT JAMB & HEAD, SEE INTERIOR ELEVATIONS FOR FINISHES. 2. ALL DOOR LEAVES TO BE 1-3/4" SOLID CORE RESIDENCE B) POCKET 1 3/4" THICK SOLID CORE WOOD DOOR LEAF, 3/16"x3/16" ROUTED REVEALS, ROUTED SOLID WOOD FINGER PULL, APPLIED TRIM AT JAMB & HEAD, SEE INTERIOR ELEVATIONS FOR FINISHES. DOORS U.O.N. C) DOUBLE SWING (X2) 1 3/4" THICK SOLID CORE WOOD DOOR LEAVES, 3/16"x3/16" ROUTED REVEALS, APPLIED TRIM AT JAMB & HEAD, SEE INTERIOR ELEVATIONS FOR FINISHES. 3. ALL DOOR LEAVES TO BE PREPPED TO RECEIVE 1820 Kenny's Road D) DOUBLE POCKET (X2) 1 3/4" THICK SOLID CORE WOOD DOOR LEAVES, 3/16"x3/16" ROUTED REVEALS, ROUTED SOLID WOOD FINGER PULL, APPLIED TRIM AT JAMB & HEAD, SEE INTERIOR ELIEVATIONS FOR FINISHES. DOOR HARDWARE. Southold, NY 11971 E) HIDDEN SWING 1 3/4" THICK SOLID CORE WOOD DOOR LEAF, CONCEALED MUD-IN TRIM AT JAMB AND HEAD, SEE INTERIOR ELEVATIONS FOR FINISHES. F) GLASS 1/2" MONOLITHIC TINTED TEMPERED GLASS DOOR LEAF, EASED EDGES, SEE INTERIOR ELEVATIONS FOR FINISHES. 4. ALL DOOR HARDWARE TO BE SELECTED BY G) CENTER PIVOT 2 3/8" THICK SOLID CORE EXTERIOR WOOD DOOR CLAD WITH WOOD TONGUE & GROOVE PLANKS, SEE INTERIOR& EXTERIOR ELEVATIONS FOR FINISHES. OWNER U.O.N. ARCHITECT TO REVIEW r ' SUBMITTALS PRIOR TO PURCHASE. HARDWARE TYPE ARCHITECT L1) PASSAGE KNOB LATCHSET (NOT USED) SUN VALLEY BRONZE -CS-926 PASSAGE DOOR SET-WITH K201 MUSHROOM KNOB -S3 DARK BROWN PATINA " Madigan Architects South L2 PRIVACY KNOB LATCHSET SUN VALLEY BRONZE- CS-F979PLMB MORTISE BOLT PRIVACY DOOR SET-WITH K201 MUSHROOM KNOB - S3 DARK BROWN PATINA MADIGAN Main Road ,' AArchitectsS Southold NY 11971 L3) ENTRANCE KNOB LOCK;SET SUN VALLEY BRONZE- CS-950ML-NKC- MORTISE LOCKSET-WITH K201 MUSHROOM KNOB- S3 DARK BROWN PATINA +1 (203) 871-1939 L4) POCKET EDGE PULL SUN VALLEY BRONZE- EDG-100 EDGE PULL- S3 DARK BROWN PATINA ' L5) POCKET PRIVACY JAMB BOLT SUN VALLEY BRONZE-CS-FP2031ML-PR- POCKET DOOR PRIVACY JAMB BOLT- S3 DARK BROAN PATINA L6) SWING EDGE PULL (NOT USED) DELTANA- SWING EDGE PULL- EPT425 US10B (OIL RUBBED BRONZE) o D116A L7) G.LAS,S DOOR PULL BUSTER& PUNCH - CLOSET BAR/DOUBLE-SIDED/SMOKED BRONZE (BLACK IN 102 GUEST BATH) 80 L8) OVERSIZED DOOR PULL (NOT USED) 12TH AVENUE IRON -OLSEN KUNDIG- B. HIDE PULL- BRONZE WITH NATURAL LEATHER HINGE TYPE H1) EXPOSED SWING HINGE (X3) SUN VALLEY BRONZE - BH-4040 DOOR HINGE-4"x4" -S3 DARK BROWN PATINA \ H2) POCKET DOOR TRACK HAFELE- SLIDO-SLIDING DOOR TRACK SET (WITH SOFT CLOSE AND SOFT OPEN STOPS) H3) GLASS TO GLASS DOOR HINGE (X5) CR LAWRENCE -GEN180ORB- GENEVA- GLASS TO GLASS STANDARD HINGE -OIL RUBBED BRONZE H4) CENTER PIVOT DOOR CLOSER (NOT USED) RIXON H28- HEAVY DUTY CENTER PIVOT HINGE DOOR CLOSER WITH H340 TOP PIVOT _ LEVEL 01 OIL 29'-0" MISC TYPE Z1) DOOR STOP SUN VALLEY BRONZE- DS-6 DOOR STOP WITH RUBBER BUMPER- S3 DARK BROWN PATINA 0 Issue date& Issue Description By Check Z2) COAT HOOK SUN VALLEY BRONZE- CH5 HAMMERHEAD COAT HOOK- S3 DARK BROWN PATINA D116A- INTERIOR DOOR ELEVATION 1 2 04/06/26 ISSUE FOR PERMIT SQM Z3) MAGNETIC CATCH (NOT USED) DELTANA- MAGNETIC DOOR CATCH - MC326 112"-1-0 Z4) PEEP HOLE (NOT USED) DELTANA-55211 U10B-UL- DOOR VIEWER- OIL RUBBED BRONZE ' • D1086 D115A o D114A « E 00 00 J J J _ J - 1, J t , i J LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 ' LEVEL 01 LEVEL 01 AN 29'-0" 20' 0" — — 29'-0" — — 29'-0" — — 29' 0" — — 29'-0° 2'-0" � 2'-0" � '' - � 2,_6„ � � 2,_6„ � 2'-10" � � 3''0" � ANNOTATION LEGEND Seal/Signature D115A- INTERIOR DOOR ELEVATION D114A- INTERIOR DOOR ELEVATION D111A- INTERIOR DOOR ELEVATION D110A- INTERIOR DOOR ELEVATION D109A- INTERIOR DOOR ELEVATION D108B - INTERIOR DOOR ELEVATION XX-XX CEILING FINISH TAG 1/2"=1'-0" 112"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 112"=1'0" ED qRc(REF. FINISH SCHEDULE) -�rcR MAO FLOOR FINISH TAG C-1 (REF. FINISH SCHEDULE) I N d�r � XX- WALL FINISH TAG '9 �40159 \ (REF. FINISH SCHEDULE) T�oF �.t0 3/ "SOLID CORE O EN `� , � ,j • " xx-xx WALL 1 WALL BASE FINISH TAG I Project Name O R LEAVES RE Ui' D.IDE SURFACE AP I \ -xx (REF. FINISH SCHEDULE) PRIVATE RESIDENCE ` ` ' UT MATIC DOOR L ER. ` 1-3/4"SOLI COREWOODEN ELEMENT ELEMENT FINISH TAG \ ` DQ'OR LE V S REQUIkED. [XX_XX] (REF. FINISH SCHEDULE) Project Number f ` ` \ PROVIDE SUP FA E APPLIED \ J /AUTOMAT C DOOR CLOSED.\ 25001 ' 0'-0"� ELEVATION TAG D108A o D104A o co D103A o D102A \\ -�� (FROM SURVEY POINT U.O.N.) J J \ , `° D005A J / Description • FINISH TRANSITION p J (REF. TRANSITION DETAILS) INTERIOR DOOR SCHEDULE \ J -4" FLOOR ELEVATION CHANGE -10 REF. SECTIONS& ELEVATIONS Scale As indicated XXX)0(X DOOR NUMBER TAG ` LEVEL 01 ' ` LEVEL 01 ' LEVEL 01 _ LEVEL 01 LEVEL.00 (REF. DOOR SCHEDULE) � 2-10" � 29'-0" 29'_0" 2�3' 0" 29'-q"Y s'_o° a'_0" 181-101/$„ ,1 6-0- 5'-0" 2'-8" e WINDOW NUMBER TAG (REF. WINDOW SCHEDULE) D108A- INTERIIOR DOOR ELEVATION D104A- INTERIOR DOOR ELEVATION D103A- INTERIOR DOOR ELEVATION D102A- INTERIOR DOOR ELEVATION D005A- INTERIOR DOOR ELEVATION 112"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=V-011 1/2"=11-0.. Am 0 Pow 0 © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\IMadigan Arch itects\O1_Projects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt I DOOR NOTES DRU PROPERTIES, LLC 1. ALL NEW DOOR LEAF STYLES TO MATCH PRIVATE EXISTING OR TO BE SELECTED BY OWNER. 2. ALL DOOR LEAVES TO BE 1-3/4" SOLID CORE RESIDENCE DOORS U.O.N. 3. ALL DOOR LEAVES TO BE PREPPED TO RECEIVE 1820 Kenny's Road DOOR HARDWARE. Southold, NY 11971 4. ALL DOOR HARDWARE TO BE SELECTED BY OWNER U.O.N. ARCHITECT TO REVIEW SUBMITTALS PRIOR TO PURCHASE. ARCHITECT Madigan Architects MADIGAN 53610 Main Road Architects Southold NY 11971 +1 (203) 871-1939 ' r , \ \ \ f D222A D221A MD (Rim) D218A D217A ° 00 ao 0 \ \ \ 1, LEVEL 02 — — — LEVEL 02 — — LEVEL 02 LEVEL 02 \ LEVEL 02 LEVEL 02 — — — — — — ----2'-10" — 39'-1 7l8" 2'-0" 39'-1 7l8" 2'-6" 39'-1 7l8" 2'-10" 39'-1 7l8" 2'-0" 39'-1 7/8" 2'-10" 39'-1 7/8" Issue Date& Issue Description By Check � 1 2 04/06/26 ISSUE FOR PERMIT SQM D222A- INTERIOR DOOR ELEVATION D221A- INTERIOR DOOR ELEVATION D220A- INTERIOR DOOR ELEVATION D219A- INTERIOR DOOR ELEVATION D218A- INTERIOR DOOR ELEVATION D217A- INTERIOR DOOR ELEVATION 1l2"=11'-0" 112"=1'-0" 112"=1'-0" 112"=1'-0" 1/2"=1'-0" 112"=1'-0" 21 II ' I 0 D216A D215A \ o D213A o D212A MDo D210A - r EO , / - LEVEL 02 — — IL — LEVEL 02 _ — — LEVEL 02 _ _ — LEVEL 02 _ LEVEL 02 ' LEVEL 02 1 2 -10 170. ..i,r 1 riE, 2'-6„ 30 1 718 39 -1 718 D216A- INTERIOR DOOR ELEVATION D215A- INTERIOR DOOR ELEVATION D213A- INTERIOR DOOR ELEVATION D212A- INTERIOR DOOR ELEVATION D211A- INTERIOR DOOR ELEVATION D210A- INTERIOR DOOR ELEVATION - 1/2"=1'-09" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1l2"=1'-0" VT=1'-0" ' ANNOTATION LEGEND Seal/Signature XX-XX CEILING FINISH TAG ED qRC (REF. FINISH SCHEDULE) NMAO P FLOOR FINISH TAG Qz co �2�n,A (REF. FINISH SCHEDULE) Nk— .. ' XX- WALL FINISH TAG N� _r` ` (REF. FINISH SCHEDULE) �'�� 4015g 40� \ OF N E`N ' Project Name ` \ •`\ xx-xx WALL I WALL BASE FINISH TAG j xx-xx (REF. FINISH SCHEDULE) PRIVATE RESIDENCE ` ELEMENT ELEMENT FINISH TAG [XX_XX� (REF. FINISH SCHEDULE) I Project Number 25001 D209A D208A \ D207A D206A o D205A D204A co co 80 co ao01-0" ELEVATION TAG 'f (FROM SURVEY POINT U.O.N.) / FINISH TRANSITION Description (REF, TRANSITION DETAILS) INTERIOR DOOR SCHEDULE -4, FLOOR ELEVATION CHANGE -1011 (REF. SECTIONS & ELEVATIONS) Scale As indicated LEVEL 02 LEVEL 02 — _ LEVEL 02 _ LEVEL 02! LEVEL 02 LEVEL 02 XX� DOOR NUMBER TAG �30'•1 7/8" — - — 39'•1 7/>�" 39'" 1 718" — — 3'3'- 1 71t"" — — — " „ — — _,�,. � 2'-0" �303 " 1 7/8 39 -17/� `P (REF. DOOR SCHEDULE) 2'-6" 2'-10" 2'-0' 2'-0" � 2'-10" xxx WINDOW NUMBER TAG (REF. WINDOW SCHEDULE) D209A- INTTERIOR DOOR ELEVATION D208A- INTERIOR DOOR ELEVATION D207A- INTERIOR DOOR ELEVATION D206A- INTERIOR DOOR ELEVATION D205A- INTERIOR DOOR ELEVATION D204A- INTERIOR DOOR ELEVATION 1/2"=1'-0" 112"=1'-0" 1/2"=1'-0" 1l2"=1'-0" 1/2"=1'-0" 1l2"=1'4" A m U © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\Madigan Arch itects\O1_Projects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt 2' 71/2" 5114'' 2' 8" 5�114"� 2' 7112" 4, 9' 7 2' 11 1G WINDOW UNIT WIDTH DRU PROPERTIES, LLC TABLE R301 .2.1 .2 _ WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE E EG ES TEMP RED LAS 1. ALL NEW WINDOWS TO MATCH EXISTING PRIVATE FOR WOOD STRUCTURAL PANELS a.b,c`d EQ NT ATH OOM _ (B HR M) WINDOWS. THE EXISTING WINDOWS ARE THE 2 55 = MARVIN INTEGRITY LINE, WHICH WAS FACTEt~�IE��P:��It�' X219 219 X219 = _ = DISCONTINUED. THE BEST MATCH FOR THIS RESIDENCE F�.tiTE^JEP' c;`E v �r v c9 v WOULD BE THE MARVIN ELEVATE WINDOWS. 4 FC C'T 6 FOOT Pxt,.EL SPAN < PANEL` -*AN � P.ANEL SPAN M CO� = M = 212 � �a=<7i}T F FOGT R FOOT `r' r' o I� 4 1° � ? � 2. ALL EXTERIOR WINDOWS & DOORS ARE TO BE 1820 Kenny's Road L 1t " �., EXISTING RVI EXISTING ROUGH WIDTH c� E V E MARVIN ARV INSTALLED AS SHOWN IN EXTERIOR ELEVATIONS Southold, NY 11971 DOUBLE HUNG WINDO 363 E EN DOUBLE HUNG WIND W AND CONSTRUCTION PLANS. SEE WINDOW z 1 i- s TO REMAIN TO REMAIN ELEVATE 64 D UBL HU AT EXI TIN ) SCHEDULE FOR DIMENSIONS. „_. 4923 AWNING WINDOW MAT H EXI TIN _ (IMATCH EXISTING) (D 3. WINDOW& DOOR FRAMES, SASHES, RAILS AND FC;h CA: t'=t�:I�_25.dmr,,,.1 FOOT=f•c16mm, 1 PO'P4D=o ads I G,I TALE PER,I��JR=1��klnfm "' � 0 STYLES TO MATCH FINISH OF EXISTING a.,HI."P AFLE I`=6�:.EO ON 110� pr; 's'''r it4ID wPEE"'S %1D�.33-r`6T M;YA�$ROOF PE[GHT. 2'-81/2" 11 ' 2'-9" 11 ' 2'-81/2" COD 3'-0112" WINDOWS ON BOTH SIDES. ARCHITECT EXIST.ROUGH WIDTH ROUGH WIDTH EXIST.ROUGH WIDTH "" „�"" ' Madigan Architects t>.FAS'''Et!EP"•. !SHALL BE VST`4LLEC:A7, O'PPO. INS 111`4C:�C;=`HE'�`t'00D STRUCTURAL P-d,I�L. � � v � � � � ROUGH WIDTH �r W = s'-101/2" _ "' 4. ALL WINDOW CASINGS AND TRIM TO BE MADIGAN 53610 Main Road N `� architects Southold NY 11971 C.'ur' �,Gr='`". ,�,P; A?`. ^.yc^,'T. •.,� �„ � t �. �v�;�` f�� ;=;-r�i !"k � 0 � � F t r� J � J HE=E �,s'S E -..- 1. (C4. s �.�Cihd' 1 •G ,THEY �_L_ F�AT';;�. H�= L'TIL��!r ROUGH WIDTH N o C" PROVIDED BY GC, AND NOT PROVIDED BY 4N C► OR HI!A,.,"f, ,3 A f,!:t;4,1B'-1r.I IJLTlf IATE's,,'!I'PDPA',t..AL C'A.P ACI`Y OF 4�}0 P01,"-IDS. `n �r = ANDERSON. SEE EXTERIOR AND INTERIOR +1 (203) 871-1939 M LEVEL 02 — — _ LEVEL 02 LEVEL 02 ELEVATIONS FOR DIMENSIONS AND FINISHES. M 30'-1 7/R" ;��'• 1 7/8" 39'- 1 7/8„ W219B - EXTERIOR WINDOW ELEVATION W215A- EXTERIOR WINDOW ELEVATION W212A- EXTERIOR WINDOW ELEVATION 5. ALL OPERABLE WINDOWS & SLIDING DOORS TO 1/2"=r-0" 1/2"T-o" v2"=14" RECIEVE INTEGRAL"TRUSCENE" SCREEN 2'-1 1/2" PROVIDED BY WINDOW MANUFACTURER. 2'-11 1/2" 3-1 1!2" UNIT WIDTH UNIT WIDTH UNIT WIDTH 6. ALL CASEMENT WINDOW HARDWARE FINISH AND STYLE TO MATCH EXISTING WINDOWS. PEE GL (MEE EGRESS MEETS EG ESS TEMP RED LAS TEMP::RED LAS EQ REM NTS. REQ (REM NTS. 7. FRONT ENTRY DOOR HW TO BE EMTEK LARGE B HR M B HR M MODERN RECTANGULAR MULTI-POINT LOCK TRIM ti = 207 AND YALE ASSURE LEVER SMART LOCKSET WITH � (D F_ 204 = _ Z M N _ _ _ �, _ = 204 �, KEYPAD Cl) 207 207 _ M w C = M w M = 2 D B H z � �, Z 8. ALL GLASS WITHIN 18" OF FINISHED FLOOR TO BE ARVI ARV � TCH EXIST( RVI ARVI TEMPERED GLASS. ALL GLIDING DOORS, � Issue Date & Issue Description By Check STATIONARY GLIDING DOORS, SWING DOORS, 1 2 04106126 ISSUE FOR PERMIT SQM 64 D UBL HUNG 64 D UBL HU 2' 21l2" DOU LE H NG 64 D UBL HUNG STATIONARY SWING DOORS,AND FULL HEIGHT AT EXI TIN (MATCHEX TIN ROUGH WIDTH ATC EXI TING MAT EXI TING PICTURE WINDOWS TO BE MADE WITH TEMPERED GLASS. ALL GLAZED OPENINGS NEAR A BATHTUB _ J OR WET SURFACE TO BE MADE WITH TEMPERED V COD 6'-01/2" _ r w J d _ 3'-01/2" J F 3'-21/2" GLASS. ROUGH WIDTH v � ROUGH WIDTH N _ ROUGH WIDTH v N CO Lw 9. EACH BEDROOM MUST HAVE AT LEAST ONE N N J 0 N J 0 WINDOW THAT HAS A CLEAR OPENING OF 20" CV Q J CV Q J `� w `� N Of WIDE BY 24" HIGH MINIMUM WHEN IN THE OPEN LEVEL 02 — _ M LEVEL 02, — LEVEL 02 — — _ M —LEVEL�02 POSITION. THE SILL OF THE EGRESS WINDOW 39 1 7/8 39 1 7l8 � 39'-1 7/8 39 -1 7/8 `� CANNOT EXCEED 44 ABOVE THE FINISHED W207BC- EXTERIOR WINDOW ELEVATION FLOOR. -11z"_V-0" 6'-5" W207A- EXTERIOR WINDOW ELEVATION W204E - EXTERIOR WINDOW ELEVATION W204D- EXTERIOR WINDOW ELEVATION 10. ANY WINDOW WITH A SILL LOWER THAN 24" FROM UNIT WIDTH vz"=�'-0° ,/2"=''-0" 12°=''-0° THE FINISHED FLOOR AND MORE THAN 72" FROM 1'-7112" 1/4" 3-1 1!2" 114" 1'-7112" - UNIT WIDTH UNIT WIDTH UNIT WIDTH V 2'_71/2" 2'-11 1/2" 1/ " 2' 11 112" 5'-1 1/2" FINISHED GRADE MUST BE EQUIPPED WITH FALL _ UNIT WIDTH UNIT WIDTH PREVENTION DEVICE. 11. ALL SWING DOORS& STATIONARY TYPES TO RECIEVE LOW PROFILE TYPE SILL. - 4ml )IOMP MEE S EG ESS MEE SEC ESS _ = EQ IREM NTS REQ IRE NTS UST M F ED M W 111 co (B DRO M) (B DRO )M) 12. SEE WINDBORNE DEGREE PROTECTION - N OW SID LIG T " m � FASTENING SCHEDULE FOR INFORMATION ON z RV M _ - _ _ OPENING PROTECTION DURING A STORM EVENT. _ _ M = 109 109 " = M = 107 _ N 4 DOUBLE HUNG = = 13. ALL EXTERIOR DOORS &WINDOWS TO BE = w201A W201B w201c N ( ARVI ARV � _ ENERGYSTAR RATED HIGH PERFORMANCE WITH 0 M VIN U VALUE OF 0.27 MAXIMUM IN ORDER TO MEET - DO LE NG DO BLE IUNG LATEST NYS ENERGY CODE. SEE RES CHECK r 8112" AT EXI TIN MAT HEX 'TIN 6264 ICT RE IND FOR MORE INFORMATION. ROUGH WIDTH M TCH XIS ING M � 6'-01/2" 4 5'-21/2" J �' v L ROUGH WIDTH St 0 7— M w in M w ROUGH WIDTH �? - CV J N V ANNO TAT 10N LEGEND — _ — M _LEVEL 02 — — — LEVEL 01 _ _ _ M _ LEVEL 01 — — — — LEVEL 01 6'-51/2" 3`�'"11 718"Y "' 29'-0" 2g'-0„ M 29'.0 Seal/Signature ROUGH WIDTH XX-XX CEILING FINISH TAG UN201ABC - EXTERIOR WINDOW ELEVATION (REF. FINISH SCHEDULE) .�ERED qRc 1vr'=1'-0" W111A- EXTERIOR WINDOW ELEVATION W109AB - EXTERIOR WINDOW ELEVATION W107D- EXTERIOR WINDOW ELEVATION 112"=11_°° 1@"=1'-0" 112"=1'_0., 2' 11 1/2" 1/2" 2' 11 1/2" 51/2" 2' 11 1/2" 6' S„ FLOOR FINISH TAGCO REF. FINISH SCHEDULE UNIT VMDTH UNIT WIDTH UNIT WIDTH 3-1 1/2' ( ) � 3-1 1/2" � UNIT WIDTH UNIT WIDTH UNIT WIDTH ._ ± ?' 1'-71/2" 1/4" 3'-11/2" 1/4" 1'-71/2" a - WALL FINISH TAG � •r" ==� �' UNIT WIDTH UNIT WIDTH UNIT WIDTH (REF. FINISH SCHEDULE) �'� °40159 0Q- �OF NE`N� xx—xx WALL I WALL BASE FINISH TAG Project Name xx—xx (REF. FINISH SCHEDULE) PRIVATE RESIDENCE LH = PST TE O1R LU 10)6 106 106 0 = 103 = 103 = S OM NT D r_�:: �, I ELEMENT ELEMENT FINISH TAG ARV ARV ARV M = m � _ EXX_XX� (REF. FINISH SCHEDULE) Project Number `_' w `_D 25001 48 UBL HU 48 UB HU 48 UBL HU ARVI ARV 0'-0" ELEVATION TAG MATCH EXISTING MATCH EXISTING MATCH EXISTINGV w W101A W1016 w101C M = (FROM SURVEY POINT U,O,N.) 64 D UBL HUN 864 UBL HUNT N o N = 3' O'112" 1! ' 3' 0112" 1/2!' 3' 011z" (MAT EXI TING) (MAT H EX TIN _ " o FINISH TRANSITION Description ROUGH(WIDTH ROUGH WIDTH ROUGH WIDTH (REF. TRANSITION DETAILS) WINDOW SCHEDULE v CD 9'-101/2" -4" °o = ROUGH WIDTH a' F- 3'-2112" J 3'-21/2" J �_ FLOOR ELEVATION CHANGE M � M = ROUGH WIDTH uM. _ M w ROUGH WIDTH '� _ , _10" (REF. SECTIONS& ELEVATIONS) Scale (V J N = CV J N 0 \ N 0 0 As indicated XXXXXX DOOR NUMBER TAG LEVEL — — LEVEL 01 — — — M —LEVEL 01 — M —LEVEL_ 01 (REF. DOOR SCHEDULE) 29'-0" �' 29'-0" 29'-0" 29'-0" WINDOW NUMBER TAG 6'-51l2" XXX ROUGH WIDTH (REF. WINDOW SCHEDULE) W106ABC- E:XTERIOR WINDOW ELEVATION W103E - EXTERIOR WINDOW ELEVATION W103D - EXTERIOR WINDOW EILEVATION W101ABC- EXTERIOR WINDOW ELEVATION A 0 7 UO" yr=r.o" vs"=r-0" 1/2"=r-0' vs°=''o° © 2025 MADIIGAN ARCHITECTS EAMadigan Architects Dropbox\Madigan Arch itects\O 1_Proj ects\25026_1820 Kennys Road - Louis Liza rdos\O1_Models\25026_1820 Kennys Road.rvt 1 CONST PLAN NOTES DRU PROPERTIES, LLC 1 EXISTING SANITARY MAIN EXITS HOUSE IN THIS PRIVATE — — — — — DM-703 A-703 LOCATION. PROTECT SANITARY PIPE DURING 1 1 EXCAVACTION AND CONSTRUCTION. RESIDENCE 1820 Kenny's Road Southold, NY 11971 U ARCHITECT Madigan Architects lml, FIT X0102 MADIGI�N 53610 Main Road Architects Southold NY 11971 — — — — — — — — — — �--� +1 (203) 871-1939 Y 37_7�_,_,Ll......................... .4a: - a > ..-_.m.. .7 RADIANT MANIFOLD I BOILER I V. a MECHANICAL LO Cv LAUNDRY o0 005 004 + I •;RECROONI„ 8004 WATER o ] Issue Date& Issue Description By Check FILTER—] Z ' a 1 2 04/06/26 ISSUE FOR PERMIT SQM o ATER F-- ILTER !4 8' 91/2" AHU Q - N o F ] 6' 11" 6' 11" 6' 11" 6' 11" 6' ASHE DRYER Q , _ I DM-702 1 BEV - - O O O N FIR - --- !I (�� 1=_ I=Tf `Y' ICE II II 11 II II 1 0 wETBAR A 702. 1 1 II II 00 ( X 009 1 A-704 1111 _ I1 11_ I� 11_11 I N )" 73'- 1 I — _ _ 1 FT — — —I0 CENTRAL]] �, 14 �T#If�I VAC �J o N =OD4 — '� III I •I CLOSET 003 3 co jl ELEC A-760 CD I x CLOSET X001 HEADER SCHEDULE - 08 P' LL ] ] 1 X002 STORAGE X002 Seal/Signature 'CERED ARC n . ., . . MAO P � � ANNOTATION LEGEND � ' �2 ��!R` �' 1 EXISTING CONSTRUCTION TO REMAIN -7 040159 C) A-701 D M-701 �._�.� ��F N 71 NEW PARTITION Project Name NEW STRUCTURAL CONCRETE WALL PRIVATE RESIDENCE NEW WALL FINISH MILLWORK Project Number CONSTRUCTION PLAN - LEVEL 00" = 1' 25001 1 1/4 -0" - LINE OF MILLWORK ABOVE ]X4X] PARTITION TYPE TAG Description (REF. PARTITION TYPES) CONSTRUCTION PLAN - LEVEL 00 XXX)UUC DOOR NUMBER TAG (REF. DOOR SCHEDULE) Scale WINDOW NUMBER TAG 1/4"= 1'-0" xxx (REF.WINDOW SCHEDULE) Cx Ref. North - - - - -- - - - NEW HEADER ABOVE WINDOW 1 DOOR A=200 © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\M/ladigan Arch itects\O1_Projects\25026_1820 Kennys Road - Louis Lizard os\O1-Model s\25026_1820 Kennys Road.rvt CONST PLAN NOTES DRU PROPERTIES, LLC - - - —_-- ----:� - --- - -- --- , -------'BACK PATIO DN_ __ _-. �� i A-703 2 113 PRIVATE 1 NEW DOOR LEADING FROM GARAGE TO HOUSE TO f BE 1-3/4" THICK MINIMUM SOLID CORE WOOD DOOR .............-...._..............._._........ -..-........_........--................-.............-......................._._...._...... ' ;' WITH SURFACE MOUNTED DOOR CLOSER. SEE ALSO / INTERIOR DOOR SCHEDULE FOR MORE RESIDENCE M _........... .- 5 INFORMATION. 1820 Kenn Road -- .-- -- - -- --.----=- a 2 EXISTING STEEL STAIR SUPPORTS TO RECIEVE NEW SOUt110Id, NY 11971 WHITE OAK TREADS& RISERS WITH BONA NORDIC .................... ............................................................: ................................. 10 BACK 9 o SEAL. 113 3 EXISTING STEEL STAIR STRINGER TO RECIEVE NEW 3- 4" 7' 6" T-6" 6'-4" 4'-6" 4'-T 4'-83/4" 3'-5" 3-5" 10'-31/4" 3 0" 4'-10" WHITE OAK CLADDING WITH BONA NORDIC SEAL, ARCHITECT X-105 - Madigan Architects x107 107 X107 106 106 106 1b9 1b9 4 NEW 36" TALL LOW IRON GLASS STAIR RAILING WITH MADIGAN 53610 Main Road SIDE MOUNTED GLAZING CHANNEL BASE Architects Southold NY 11971 X105 IN WHITE OAK CLADDING AROUND 1 71-19 CONCEALED + (203) 8 39 STRINGER. TRASH SINK DW co H2 X107 _._......__... H2 N i X BEDROOM 109 - V •„ � r N KITCHEN - - 106 O ,`? ~`,; LIVING DINING ROOM - - ROOM 0 �`:;. .�.>'� •'�;;: '�,_:�_.:.off N 1 � EO a. . . .. Issue Date& Issue Description By Check o L�A .................. _ N - _.-.•_ 10 SQM E X107 � H2 H1 : -1 ._.__.-......_........_.._._....._......-....__............._._.-.-..._........._.._......-. D108 CLOSET ' a i -III110 - POWDER HELV 0 R S ES ¢SHELVES ¢S L ES ¢E i STAIR o I ` � MUDROOM/ o A-702 1 I ` 116 e D - 102 0 0 LAUNDRY I — — — — — — — 1 A-704 H1 �` - 108 �- - 103 ........ 3-01' ...... =91/28'-$" W/D i 1 �1, I ... .......... .. ............... _ . .. . ..... .... .. - - i SHELVES SHELVES I SHELVES o DEN 0 J 103 3. . FOYER j 101 L — — — — — — I GARAGE 2 3 g.... 112 A-760 OFFICE °° o L--j ' - 103 104 — — — — — — - D114A H2 D115A --- --- - I HEADER SCHEDULE . " _ -_ I X112 .............. CILH1 DASHED RED LINE INDICATES PROPOSEDHEADER ...................... . . . . . ..--_..... ...................._.......... _.. 114 W101A 1016 W101C 1C15 I ABOVE PROPOSED WINDOW OR DOOR. (2) 1-3/4"x - -- ---- -- 9-1/2 2.0E MICROLAM LVL HEADER WITH 2 JACK X103 X103 X103 - -' X104 X104 X104 STUDS & 2 KING STUDS. H3 FRONT E — — — M CD s ooP H2 DASHED RED LINE INDICATES PROPOSED HEADER ABOVE PROPOSED WINDOW OR DOOR. (2) 1-3/4" x MKI -- 11-7/8" 2.0E MICROLAM LVL HEADER WITH 2 JACK - STUDS & 2 KING STUDS. 5 4 X112 X112 X112 H3 DASHED RED LINE INDICATES PROPOSED HEADER ABOVE PROPOSED WINDOW OR DOOR. (2) 1-3/4" x Seal/Signature 18" 2.0E MICROLAM LVL HEADER WITH 2 JACK STUDS 2 & 2 KING STUDS. RED ARc N MAD ... ., ,.... .. . . . . .,.. ., . . ... � �P yam' T-4" 7'-0" 3-4- 3'-11" 3'-11" 3'-4" 7'-0" T-0" 10'-3"" 10'-3" AN OTATION LEGEND EXISTING CONSTRUCTION TO REMAIN �9j� 040151) �p4 O� �N A-701 NEW PARTITION Project Name NE NEW STRUCTURAL CONCRETE WALL PRIVATE RESIDENCE NEW WALL FINISH MILLWORK Project Number CONSTRUCTION PLAN - LEVEL 01 25001 1/4" = 1'-0" � LINE OF MILLWORK ABOVE EX4XE PARTITION TYPE TAG Description (REF. PARTITION TYPES) CONSTRUCTION PLAN - LEVEL 01 XXX)0(X DOOR NUMBER TAG (REF. DOOR SCHEDULE) Scale WINDOW NUMBER TAG 1/4"= 1'-0" xxx (REF. WINDOW SCHEDULE) Ref. North - - - --- -- - NEW HEADER ABOVE WINDOW 1 DOOR IMI=201 © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\IMadigan Arch itects\O1_Projects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt CONST PLAN NOTES DRU PROPERTIES, LLC _ 1 PROPOSED METAL ROOF CANOPY OVER ENTRYWAY PRIVATE _.... .... BELOW SEE ENLARGED FRAMING PLAN BELOW FOR ------ ---1 -- =- --- -- FRAMING OF CANOPY. SEE ALSO EXTERIOR•�':, _ _. . __ _ _ r ; ........... ELEVATIONS& SECTION DETAILS FOR MORE RESIDENCE fj - - - ---- ----- ---- --- INFORMATION ABOUT SPECS& FINISHES. _............. _ 1820 Kenny's Road r—=--=---- -= J. 2 ALL WINDOWS AND EXTERIOR DOORS WITH ID TAG R Southold, NY 11971 PREFIX"W" INDICATES THAT THE WINDOW OR D _..._.__........_........_._ IS PROPOSED. SEE WINDOW SCHEDULE FOR .... ............- , SPECIFICATIONS AND DIMENSIONS OF PROPOSED WINDOWS. x208 X208 3 3 3 ALL WINDOWS AND EXTERIOR DOORS WITH ID TAG ARCHITECT ISTING TO REMAIN Madigan Architects PREFIX"EX" INDICATESTHAT THE WINDOW OR DOOR 207 27 207 212 X213 X213 MADIGAN 5361Main Road204 Architects Southold NY 11971 2 2 _......_........ _....... _.... 2 ....._......_...................._.. .. 3 3 1 ( 0 ) 871-1939 a CLOSET _. H1 H 1 BATHROOM N MASTER .i 212 N CLOSET o "�_. --- 31 3'-0" rn 206 0 _ :; 31/2" . . 31/2" 3'1/2" � F -1" 3' 01/2" 16'-4" :: MASTER - BEDROOM __ �.- BATH BEDRO M 213 -- - . -207.. 208 - N z �CLOSET MASTER a CLOSET o � - 205 BATHROOM 0 - 31/2 o a 210 o i� 6' 4" 3' o v2° 2'-1 0 Issue Date & Issue Description By Check 0 0 3 vz° 31r/2° 1 2 04/06/26 ISSUE FOR PERMIT SQM HALL D208A H1 �1 D213A 203 CLOSET •'�•°-- ' H1} H1 D218A H1 221 BATHR00 H2 .... x:. N D1A 25 2 CLOSET LINEN4'-7 v2" 3 , CA4)02 � 1 s�� H 1 CLOS T " 1 A-704 •' . 220 218 •,, 202 __ _.__.:_;:::................ D219A D220A_ _ D215A i .. ... i ...... . . N MASTER �_ ,_ ... .,-•„ " " �, CLOSET - BE ROOM ..,.. H1 ' ------ 04 ?2 OPEN o 0 OPEN TO . .. o BELOW I 201 k BEDROOM BEDROOM 216 CLO 2 9 � ET 2117 3 _ 13' 11" 411 ' 2'-0112" 31/2" 14' A-760 - ------------ ------------- N HEADER SCHEDULE �'- --` H1 DASHED RED LINE INDICATES PROPOSED HEADER H2 2 _ ABOVE PROPOSED WINDOW OR DOOR. 2 1-3/4 x 9-1/2" 2.0E MICROLAM LVL HEADER WITH 2 JACK BALCONY X�04 X�04 X04 j r j X�19 2 9 X�19 X(216 X216 X�16 222 STUDS &2 KING STUDS. 4' 3" 3' 1" 3' 1" 3' 11c, o 4'-10 1/4" 2' 4 3l4 7 4 3la" 4' 10 114" 31 11" 3' 1" 3' 1" 4112" 3' 3112" 3' 31/2" 5' 51/2" H2HEADER 2 r i - DASHED RED LINE INDICATES R ABOVE PROPOSED WINDOW OR DOOR 2 1 3/4" x A-2o2 i _................ ...--........ ..._.._... 14' S1/2" 1 - i _ . _... ......: 11-7/8" 2.0E MICROLAM LVL HEADER WITH 2JACK la............................... ._......................_.................. �F.... _........._.........k ................_... .................... _......... __ .._.................... STUDS & 2 KING STUDS --- H3 DASHED RED LINE INDICATES PROPOSED HEADER Seal/Signature - - - - - ABOVE PROPOSED WINDOW OR DOOR. (2) 1-3/4 x _.............. ........................_ ...._......_.... ; 18" 2.0E MICROLAM LVL HEADER WITH 2JACK STUDS & 2 KING STUDS. ,�ERED ARC MAO 9 n ANNOTATION LEGEND � � 1 EXISTING CONSTRUCTION TO REMAIN 9j 0a0159 O� A-701 NEW PARTITION Project Name NEW STRUCTURAL CONCRETE WALL PRIVATE RESIDENCE n.: NEW WALL FINISH FRAMINGPLAN ®TES MILLWORK 25001 Project Number 13'-7" CONSTRUCTION PLAN - LEVEL 02 LINE OF MILLWORK ABOVE 1 1/4" - 1'-0" 1 2x8 WOOD RAFTERS @16" O.C. #2 DOUG FIR OR BETTER. RAFTERS TO - SLOPE AT 3":1'-0" 4 5 6 4 [X4X� PARTITION TYPE TAG _....._- _ Description 2 2x8 WOOD CEILING JOISTS @16" O.C. BELOW. #2 DOUG FIR OR (REF. PARTITION TYPES) CONSTRUCTION PLAN - LEVEL 02 BETTER. FLUSH MOUINTED WITH SIMPSON STRONGTIE JOIST 4 1' a" 4 HANGERS. � 3 N XXX)0(X DOOR NUMBER TAG 3 1-3/4"x11-7/8" 2.0E MICROLAM LVL JOISTS @16" O.C. #2 DOUG FIR OR 7 (REF. DOOR SCHEDULE) Scale BETTER. 2 4 EXISTING 11-7/8" TJI FLOOR JOISTS AT 16" O.C. TO REMAIN. 1 xxx WINDOW NUMBER TAG 1/4" = 1'-0" (REF. WINDOW SCHEDULE) 5 DOUBLE HEIGHT FOYER, OPEN TO BELOW. - -- ----- -----F---------_ _._ . '.._ •_�...��...—_._.___._._.._._:. Ref. North 6 (2) 1-3/4"xl 1-7/8" 2.0E IMICROLAM LVL HEADER OVER ENTRY DOOR -- --- -- -- NEW HEADER ABOVE WINDOW I DOOR BELOW. 1a' 6" 7 (2) 1-3/4"x18" 2.0E MICROLAM LVL HEADER TO SPAN OVER RECESSED 3'-a" T-10" 3'-4" ENTRYWAY FOR FULL LENGTH OF CANOPY. 'lie n STRUCTURAL FRAMING PLAN - LEVEL 02 - CANOPY 202 1/4" = 1'-0" © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\Madigan Arch itects\O 1_P rojects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt CONST PLAN NOTES DRU PROPERTIES, LLC 70 DM-703 A- 3 PRIVATE • ........................ . ................................ ................ ...................... .............. ............................................... ....................... .......... RESIDENCE 1820 Kenny's Road Southold, NY 11971 ........................................ ARCHITECT Madigan Architects MADIGAN 53610 Main Road 1011/11-011 1011/11-01, Architects Southold NY 11971 ............... 0 C? O. Issue Date& Issue Description By Check 1 2 04106/26 ISSUE FOR PERMIT SQM DM-71)�21 CA-70,' 1 CD ED 1011/1 1-011 1011/1,Oil 3 A-760 I . 11-011 1011/11 1011 /11-011 1011/11-011 10" -011 1011 il-Oil 1011/11-01, 1011/11-011 .......... . ........... ............ .......... .............- .............. ..... ................................ .............. .................. ....................... .. ............................. Seal/Signature .............. ................................. ................ ED ARC MAD ANNOTATION LEGEND � � r�: `? EXISTING CONSTRUCTION TO REMAIN 04 5 DM-701 ............. NEW PARTITION Project Name Op PRIVATE RESIDENCE NEW STRUCTURAL CONCRETE WALL NEW WALL FINISH IProject Number MILLWORK 25001 CONSTRUCTION PLAN - LEVEL 04- ROOF LINE OF MILLWORK ABOVE 1/411 1 1-011 [)(4X] PARTITION TYPE TAG (REF. PARTITION TYPES) Description CONSTRUCTION PLAN - ROOF DOOR NUMBER TAG (REF. DOOR SCHEDULE) Scale WINDOW NUMBER TAG 1/4"= 11-011 xxx (REF. WINDOW SCHEDULE) Ref. North - -- -- - - - - NEW HEADER ABOVE WINDOW DOOR in or& M1 =204 @ 2025 MADIGAN ARCHITECTS /io L-1 1 1_-0 i /�1--\0. EAMadigan Architects Dropbox\lMadigan Arch itects\O 1_Projects\25026-1 820 Kennys Road - Louis Lizardos\01—Models\25026-1820 Kennys Road.rvt 1 FINISH LEGEND DRU PROPERTIES, LLC CODE PRODUCT PRIVATE ASPHALT AS-01 I GAF-TIMBERLINE HDZ-DRIFTWOOD RESIDENCEBRICK BR-01 I EXISTING BRICK CHIMNEY TO REMAIN COMPOSITE 1820 Kenny's Road CM-01 HARDIE ARTISAN SIDING-HORIZONTAL SHIPLAP-WHITE GLAZING Southold, NY 11971 GL-01 1"INSULATED GLASS UNIT WITH LOW-E COATING METAL MT-02 ARCADIA STAINLESS STEEL CABLE RAILING WITH DOUBLE BALLUSTERS-DECK MOUNTED MT-03 SNAP-CLAD STANDING SEAM ROOF-WHITE VINYL ARCHITECT VN-01 JAZEK-PVC EXTERIOR TRIM-SMOOTH FINISH-PAINTED WHITE wooD Madigan Architects WD-01 1x4 E4E IPE WOOD TOP CAP FOR EXTERIOR RAILING = MADIGAN 53610 Main Road Architects Southold NY 11971 +1 (203) 871-1939 LEVEL 04-ROOF 64'-61/8" Issue Date & Issue Description By Check 1 2 04106/26 ISSUE FOR PERMIT SQM ROOF SHINGLES AS-01 CLADDING - CM-01 3 A-760 ... ........ .. FASCIA N VN-01 a' FREEZE BOARD BEYOND VN-01 BRICK BRICK BR01 BR01 ELEVATION NOTES LEVEL 03-ATTIC 8 5/8" LF-01 LF-01 II X204 X204 X204 X219 219 X219 X216 I : X216 RAILING TOP CAP X216 0 W201 A W201 B W201 C j I WD-01 I -. CABLE RAILINMETAL ROOF MT 03LLL _ FASCIA LEVEL 02 �— 39'-1 7/8" --- CLADDING LF-01 ! LF-01 CM 01 X103 X103 X103 ! X104 X104 X104 X:112 X112 — X112 = WINDOW TRIM o I W101AI vN-01 Seal/Signature w101B oI W101C LF01 EXTERIOR LIGHTING ILE I� �.9 ED A�C,y --1 -- --- -' ID MANUFACTURER MODEL �` N MAp LEVEL 01 �tU ��Py2�� -o" -A LF-01 REJUVENATION RAWLEY SCONCE - x002 x002 BRONZE ;, • '9j, Oq 0159 O OP _... ..... ........ _... _.. N ProjectName PRIVATE RESIDENCE - ... .. _..... - .._.............. ...... ._._._. ..._.._. ........ .............. _.._... : -- - - -- _ - - -- - - - - - . - - - - - - _._.. _. . � ..._ _ , , _ _ � _ ._. _ - bye Project Number 1 - --- - - -- - --- - - - 25001 - - - -- -- — LEVEL 00 _ . Description EXTERIOR ELEVATION -SOUTH Scale n EXTERIOR ELEVATION - SOUTH 1/4"= 1'-0" Ref. North A=701 © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\Madigan Arch itects\01_Proj ects\25026_1820 Kennys Road - Louis Lizardos\01—Model s\25026_1820 Kennys Road.rvt FINISH LEGEND DRU PROPERTIES, LLC CODE PRODUCT PRIVATE ASPHALT AS-01 GAF-TIMBERLINE HDZ-DRIFTWOOD RESIDENCE BRICK BR-01 EXISTING BRICK CHIMNEY TO REMAIN COMPOSITE CM-01 HARDIE ARTISAN SIDING-HORIZONTAL SHIPLAP-WHITE 1820 Kenny's Road GLAZING Southold, NY 11971 GL-01 1"INSULATED GLASS UNIT WITH LOW-E COATING METAL MT-02 ARCADIA STAINLESS STEEL CABLE RAILING WITH DOUBLE BALLUSTERS-DECK MOUNTED MT-03 SNAP-CLAD STANDING SEAM ROOF-WHITE VINYL VN-01 AZEK-PVC EXTERIOR TRIM-SMOOTH FINISH-PAINTED WHITE ARCHITECT WOOD Madigan Architects WD-01 1x4 E4E IPE WOOD TOP CAP FOR EXTERIOR RAILING MAD IGAN 53610 Main Road Architects Southold NY 11971 +1 (203) 871-1939 LEVEL 04-ROOF ROOF SHINGLES F4'-f 1/8" AS•01 BRICK BR-01 0 Issue Date& Issue Description By Check 1 2 04/06/26 ISSUE FOR PERMIT SQM FASCIA VN-01 LEVEL 03-ATTIC FREEZE BOARD BEYOND VN-01 I CLADDING CLADDING CM-01 _ ..............: _... CM 01 204 RAILING TOP CAP CABLE RAILINGELEVATION ®TES , MT-02 _ METAL ROOF LEVEL 02 WINDOW TRIM X105 WINDOW TRIM FASCIA 30'P 1 7/8" VN-01 VN-01 VN 01 - — LF-01 X107 X107 103 1(03 LF 01 - RAILING TOP CAP RAILING TOP CAP WD-01 _T WD-01 _ CABLE RAILING � � CABLE RAILING MT-02 MT-02 — LEVEL 01 29,-0„ X002 - = --. C Seal/Signature . . .. � TG p �± rr��rr�± _ _ --- - ...... . ED R�oR LIGHTING _. . ID E C��pN M A ti - -- - - -- - LEVEL 00 9 — 18 10 IMANUFACTURER1 MODE ` � � - - - - F 01 REJUVENATION A SCONCE L R WLEY BRONZE 0401513 �F N E`N Project Name PRIVATE RESIDENCE Project Number 25001 Description EXTERIOR ELEVATION -WEST - n EXTERIOR ELEVATION - WEST II Scale 1/41' - 1'-0" Ref. North Im%=70` 2 © 2025 MADIGAN ARCHITECTS EAMadigan Architects DropboxuMadigan Arch itects\01_Projects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt FINISH LEGEND DRU PROPERTIES, LLC CODE PRODUCT PRIVATE ASPHALT AS-01 GAF-TIMBERLINE HDZ-DRIFTWOOD RESIDENCEBRICK BR-01 I EXISTING BRICK CHIMNEY TO REMAIN COMPOSITE CM-01 HARDIE ARTISAN SIDING-HORIZONTAL SHIPLAP-WHITE 1820 Kenny's Road GLAZING Southold, NY 11971 GL-01 1"INSULATED GLASS UNIT WITH LOW-E COATING METAL MT-02 ARCADIA STAINLESS STEEL CABLE RAILING WITH DOUBLE BALLUSTERS-DECK MOUNTED MT-03 SNAP-CLAD STANDING SEAM ROOF-WHITE VINYL ARCHITECT VN-01 AZEK-PVC EXTERIOR TRIM-SMOOTH FINISH-PAINTED WHITE , Madigan Architects wooD WD-01 1x4 E4E IPE WOOD TOP CAP FOR EXTERIOR RAILING MADIGAN 53610 Main Road Architects Southold NY 11971 +1 (203) 871-1939 LEVEL 04-ROOF 64'•6118„ ROOF SHINGLES AS 01 BRICK BRICK BR-01 - Issue Date & Issue Description By Check 1 2 04/06/26 ISSUE FOR PERMIT SQM FASCIA FASCIA VN 01 WN-01 — — — _ LEVEL 03-ATTIC — — — 48'co V FREEZE -------------------- BEYOND VN- 207 X213 X213 212 X208 X208 207 207 204 - - ... ... .... .. .... .. o i CLADDING CM-01 ELEVI111 N NCJTIES — WINDOW TRIM ` ' 39'VE L082 - VN-_01 CLAIDDING - - - _ _ _ - _ METAL ROOF - CIM-01 LF-D1 LF-01 T-- MT-03 'i FASCIA 106 106 106 i VN-01 109 109 X107 107 X107 = �I 0 X-105 n j — I i I RAILING TOP CAP � - LF-01 W 01 D 0 CABLE RAILING I MT- _LEVEL 01 � N 29'-0" - LF-0 F-D1 WINDOW TRIM X002 VN-01 ............. --- - - - - u rye - , xoo2 � Seal/Signature : f. ........ ... _ ........... : _. i EXTERIOR LIGHTING - - --- - - - -- - -- -- -- -- ----- ---- - - -- - - --- -- - --- - - -- - - - -- - - - ......... ......... ........ . ..... ID N MAp ANUFACTURERI MODEL ...... _ _ - - — — :_. LEVEL 1 8 : fl 101/ i ..... ... _. . _ F 01 REJUVENATION SCONCE * , L RAWLEY BRONZE j, 040159 O �OP NE`N� Project Name PRIVATE RESIDENCE LProject Number 25001 EXTERIOR ELEVATION - NORTH Description EXTERIOR ELEVATION - NORTH Scale 1/4" = 1'-0" Ref. North 70L © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox'\Madigan Arch itects\01_Projects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt i FINISH LEGEND DRU PROPERTIES, LLC CODE PRODUCT PRIVATE ASPHALT ' AS-01 I GAF-TIMBERLINE HDZ-DRIFTWOOD RESIDENCEBRICK BR-01 EXISTING BRICK CHIMNEY TO REMAIN COMPOSITE CM-01 HARDIE ARTISAN SIDING-HORIZONTAL SHIPLAP-WHITE 1820 Kenny's Road GLAZING Southold, NY 11971 GL-01 1 INSULATED GLASS UNIT WITH LOW-E COATING METAL MT-02 ARCADIA STAINLESS STEEL CABLE RAILING WITH DOUBLE BALLUSTERS-DECK MOUNTED MT-03 SNAP-CLAD STANDING SEAM ROOF-WHITE VINYL ARCHITECT VN-01 AZEK-PVC EXTERIOR TRIM-SMOOTH FINISH-PAINTED WHITE wooD g "`-µ Madigan Architects WD-01 1x4 E4E IPE WOOD TOP CAP FOR EXTERIOR RAILING i MADIGAN 53610 Main Road Architects Southold NY 11971 +1 (203) 871-1939 ROOF SHINGLES — — — _ — LEVEL 04-ROOF A—S-0-17 64'-6 1/8" Issue Date& Issue Description By Check 1 2 04/06/26 ISSUE FOR PERMIT SQM BRICK BR-01 i it FASCIA VN-01 LEVEL 03-ATTIC \_FREEZE BOARD CLADDING BEYOND ELEVATION NOTES CM-01 LF-01 215 VN-01 CLADDING — I 1 � CM-01 RAILING TOP CAP WD-01 ROOF SHINGLES AS-01 _ CABLE RAILING MT-02 FASCIA - - LEVEL 02,d-, _ WINDOW TRIM VN-01 DOOR TRIM VN-01 99� LF-01 LF-01 LF-01 . X105 A 71'0)` 4 RAILING TOP CAP RAILING TOP CAP WD-01 ,� WD-01 - CABLE RAILING CABLE RAILING MT-02 MT-02 - — — _ LEVEL 01 � 29'-0" Seal/Signature EXTERIOR LIGHTIIIG RED Aity ........... ..._.... ........ ........ C _ MA ,. 4 r . F- V NAT N 01 EJU E 10 SCONCE - / ', _ L R RAWLEY -- - - BRONZE I _........ ........ .............. ....... .... .... . '9T 040159 O : OP NE ..... ..... ............. ........ ................. ........ ... -- — — — — — Project Name LEVELOO J - - - - � - OIL � PRIVATE RESIDENCE : .... .. ........ ..... ....... ..... ...... ..... ...... ........... ..... .. ........ ......... _.. 001 Project Number 25 Description EXTERIOR ELEVATION - EAST EXTERIOR ELEVATION - EAST Scale 1 1/4" = 1'-0" 114" = 1'-0" Ref. North © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbox.\Madigan Arch itects\01_Projects\25026_1820 Kennys Road - Louis Lizardos\01_Models\25026_1820 Kennys Road.rvt I i DRU PROPERTIES, LLC 3"OF CLOSED CELL SPRAY FOAM CAVITY INSULATION (R20) LAP PEEL& STICK FLASHING TAPE PRIVATE (BENJAMIN OBDYKE- HYRDROFLASH) WEATHER RESISTIVE BARRIER RAFTER HANGER (BENJAMIN OBDYKE- HYDROGAP SA) (SIMPSON0x STRONG TIE LDRIVE RESIDENCE W TH #10xc STRONG STRONG DRIVE HORIZONTAL SHIPLAP EXTERIOR CLADDING CREWS INTO GIRDER AND x5# (JAMES HARDIE-ARTISAN SIDING -SHIPLAP-WHITE) r WHITE OAK FLOORING 1 x2-1/2 STRONG DRIVE SCREWS r 1" RIGID XPS INSULATION (R5)Y INTO RAFTER) OWENS CORNING- FOAMULAR ( XPS 1820 Kenny's Road ) Y O 1-3/4"x 18"2.0E MICROLAM LVL ! m 3/4" PLYWOOD SUBFLOOR EADER WITH 2 JACK STUDS&2 ALUMINUM ROOF FLASHING STANDING SEAM METAL ROOFING Southold, NY 11971 Amt60 (ADVANTECH) KING STUDS. I (PAC CLAD -WHITE) (PAC-CLAD-WHITE) i RAFTER STRAPPING TO GIRDER ROOF UNDERLAYMENT MEMBRANE I i (SIMPSON STRONG TIE LSTA18 (BENJAMIN OBDYKE-VAPORDRY SA) WITH x12#9x2-1/2"STRONG DRIVE 1-3/4"x 11-7/8"2.0E MICROLAM *-a SCREWS) LVL FLOOR JOISTS SPACED 16" { _ LEVEL 02 O.C. — -' — — — — — 39'-177/ ARCHITECT _,. 3/4" EXTERIOR RATED PLYWOOD Madigan Architects (2) 1-3/4"x 18"2.0E MICROLAM LVL , ' tI i l D SHEATHING MADIGAN 53610 Main Road RIM JOIST 3.,1�,o„ N Architects Southold NY 11971 WOOD SCREWS TO FIX EACH 2x8 CEILING JOISTS SPACED 16" *� t , . (1)1 3/4x11 7/8 ;f..+ 1 0 871-1939 O.C. (#2 DOUG FIR OR BETTER) -. RAFTER TO EACH JOIST + (2 3) (SIMPSON STRONG TIE- r LVL JOISTS 16"O,C.: :I �x8 • x3#10x2-1/2"STRONG DRIVE f 2x8 RIM JOIST <.{ RAF.TERS 16„ SCREWS) LEVEL 03-ATTIC (#2 DOUG FIR OR BETTER) 4 ::,j- ALUMINUM ROOF FLASHING - - - - - - -� [[, �/ (PAC CLAD-WHITE) 2x8 JOISTS 16"O.C. ^I PVC FASCIA BOARD • JOIST HANGER 2x8 . ( ) r_. • - AZEK-WHITE (SIMPSON STRONG TIE LU210 - +;fit..; +..i JOISTS 16"O.C, :. t 3 _ r t WITH x10#10x21/2 STRONG - ��.,..,.. :.. :_,.....+.L...�..,_.;...,..�..i. , ,_ _� t+—I-.i......L....�...,.�...i_.;.._4....::::L.., + IT , DRIVE SCREWS INTO GIRDER (2) STRUCTURAL WOOD SCREWS AND x6#10x2-1/2"STRONG DRIVE THROUGH RIM INTO JOISTS AND (2)SCREWS THROUGH RIM INTO SCREWS INTO JOIST) ` l RAFTER ENDS co (SIMPSON STRONG TIE-STRONG DOUBLE TOP PLATE r WEATHER RESISTIVE BARRIER DRIVE SDWS TIMBER SCREWS SDWS22800DB) (BENJAMIN OBDYKE- HYD OGAP SA) (2) 1-3/4"x 18"2.0E MICROLAM LVL 1" RIGID XPS INSULATION ( 5) HORIZONTAL SHIPLAP CEILING DOOR HEADER r t SOFFIT CLADDING ( EN CORNING-FOAM LAR XP ) (JAMES HARDIE-ARTISAN SIDING -SHIPLAP-WHITE) 0 Issue Date& Issue Description By Check r HORIZONTAL SHIPLAP EXTERIOR CLADDING e (JAMES HARDIE-ARTISAN SIDING -SHIPLAP-WHITE) 2 04106126 ISSUE FOR PERMIT SQM JOIST HANGER LAP PEEL&STICK FLASHI G TAPE (SIMPSON STRONG TIE LU28 (BENJAMIN OBDYKE-HYR ROFLASH) WITH x6#10x2-1/2"STRONG DRIVE SCREWS INTO GIRDER AND x4# 10x2-1/2"STRONG DRIVE SCREWS - SCHEDULED ENTRY DOORINTO JOIST) I SEE WINDOW SCHEDULE - -------- ------------ r � I I I 1 1 3„ - I - - � - LEVEL 02� � �= � 39' 17/8-7/8 F 1 , 2 - I A-760 Z-4" 3'-5" Ir I - ' i n SECTION DETAIL - ENTRY CANOPY . I 1 �-- ------- -----------�1 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS - DIESCRIPTION OF BUIL DIINO ELEMENTS 05ANTtTY & TYPE SPACING OF FASTENERS co ROOF FIRMING RAFTER TO TOP PLATE, TOE NAILED (3) d PER R.ArTEP CEIL€" JOISTS TO PLATE TOE NAIL F'D f3)p'd PER JOIST - CEILI#.,"G JOIST T O PAPAL.LI L RAF-EPS, FACE NAILED (6) 11 r± EACH LAP CEILU,,G JOSTT< t_Ar`S OVER PARTITIONS, FACE NAILED ED f�) It'd EACH LAP COLLAR rE TO RAFTER. FACE N�'s.'LED (~,3) Psi PI`F?TIE E;L0CKIN<,7 TO RAFTER, TOE: NAILED (2) ,1 EACH END F lkl BOARF, 10 RAF]Est, ENE) NA'L_E O (2) 1 EACH END _ LEVEL 01 ROOF yy �Yy yF-- pµ{S To RIDGE (E 0.✓alas� ,1 Pb 1 A A`M W T'Sex !V�1J' &rs r� � J /f,- 'Yf :;:..•, 3 `TC°`(" �•tf�IL {4:) 1 <:1 #DER I�J�FTEI� r �, � � 1�u SeallSignature F A ,I t•stll_ PE.F I�.A:T R n WALL. FRAMING gA�RED gRCy TOP PLATE TO T"P P',AT.r FACF7 NAILED (2I 1Cc' PER FOOT � MAO TOP F' A a ES: I„APS A T C-CIRI E ?S f N ! INTERSECTIONS. 44� ; ! EACH �'C;tI* �v� 4i FACE '�nyi 4 LA �f 2�bM 4wF_ - �—A STUD TO STUD FACE IV °LED 1 �I 1 " 0,C. ALCNG EDGES ,� kip, TO E'NT) lAILI.C� ) 1 c`/ Ind PLR 2Y4 r PER 2y(" -AL F t ?,4 OI ;T' E: :P4 JOIST FACE NAILED PFR FOOT -- E PLATE I OTT TE TC? LOOP J (?I 1 d ��0150 0 ; TIJI TO SOLE I1 ��TE, TOE NAILED 2) C•? ( ) i5d PER FOJT F �t .............. : ............ IDOtJP� E TOP PLATED END N;,jLED 17 O,C f O NE li I ; ! ::::...... :::...........::.: ( i I Project Name -- I -- C OFFSET Nei ELE` TC�I� PLAT� , •,.,t.11 1�Ifo1��-I�! � RESIDENCE I-- -- — AaL PRIVATE , I LEtO=.J I � .^` `�+ ....:.:� � .................. I ... I .. .:I ;..........._..: I ............ ..._. ! ..............I .......... JOINTS. 1'-�•CE,9YI §i'� LAPPED AREA a _........... __ I ; _....._.. ... I �... TWO y f� I i !.__.._-..i I ! - i._.__..__.i l.......... I ..................I I -....... - Y34t«d C�JP.'I 1t<'t. d'a rt '..... --_!......I_. IBUILT-UP HEADER, T PI C WITH 2 SPACER 1 � �G F FDC`E '-----� Cd�NTINL)�3 IwAa� I�TC UD T '� .. I ) ——_ US ' ''•';.' ' � i -i I �i - �; �,_____: ; __- _---- -.._ ,.. E"'t w_ .:�T �� I'�IF°w1LE.DA tI4S �_� O.C" ALCM` EACH, V' I m., I i ........__ I...._. . I Project Number I � — - ! ..........._.....; ! .............._...I ....._....._.....; ! .........._.:' I._. ....::: .............._...I j ............._. — I—. ! -_ I...... (CONTINUOUS H A.DER TO STUD.TWO PIECES 16d �� O C.ALONG EACH EDGE i- - ---- 25001 I f I II , i I i —I I I i i I i I FLOOR FR AhattJ I I �- I JOIST O DER T f0 .._.__I __.. IE 'NG TO JOIST. TOE NAILED NAILED EACH ENO Description ............. '.._......._....:. ! - _.., - ................... - ! I ,_. _.. , �...__: C N;C TO J01$T• NAILED EACH EI�D EXTERIOR SECTION DETAILS IBL+OCKING TO S LL OR T 'P PLATE r')E NAILED) ��3 1 4 BLOCK 18'E10L118"`P t_EDOERvTRIP FO3E °.1 (FACE- NAILED,), ` I EACH JOIST - I .-. _ P ",IL . ( , d Scale i I ( � , I , i- ..i ! i ,It I.`T 0' LF t F R TO BEAT! TOE L D q�•� �+y,'ST / i"• R J4+a Y... 3 = - - - -- I -- U 1: „ "T PEP OIL As indicated ! - EAI .fC li I _._... - I— - R T PLAT E (TO" NAILED) (2 r�, I ------- SAND J ,� D I'r I , R I �t3 .� I - I _ i i �-y I 4 P p`' i�RPO FF 1 Cc3 L C t� � I I S< TO SI�I. C O 1 .......__ ....... i i I I 'aF i r e r�,= I � �I I �< €� r I I 1 I s ! I SOLE I"�,��T TO.OI�.T CAR �.L��.I�" I'�G �?,�-. NAIL ( II STRLICTLIRA, _ PANELS LId " O C. C� WALL SECTION - ENTRY_ 1/2 1 0 STRUCTURAL FASTENER SCHEDULE © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbo)x\Madigan Arch itects\01_Projects\25026_1820 Kennys Road - Louis Lizardos\01—Model s\25026_1820 Kennys Road.rvt JOIST DETAILS Plate nail-16d(0.135"x 3Y") Load bearing a braced/shear wall an"round holes may be out D R U PROPERTIES L LC above must stack over wall below _ anywhere in web outside of at 12"on-center ( ) Load bearing or bracedlshear wall above Plate nail.16d(0.135"x 3}!") Plate nail, ent(0.135 x 3}!") 7 „ Blocking Sir n"Rim Board, (must stack over wall below when present) ALLOWABLE HOLES - TJ F Joists located 3^away horizontalhatched zone if they ly t at t6"on-center at 16"on-Center When sheathing thickness exceeds/, 2x_stud wall at Floor panel nail- ' Blockingpanel: trim sheathin tongue at rim board 1Y"or 1Y TimberStrand LSL or Na load bearing 16"on-center 8d(0.131"x 2Y")at 6"on-center (edge-to-edge) PRIVATE TJ' Rim Board.1}!"our Web stiffener g g TJI" ast, wall above Min.distance from Table A Min distance from Table B f Plate nail-16d(0.135"x 3Y") Blacking pane): from a larger hale , 1Y2"TimberStrand•`LSL or required on both Web stiffeners required on 2x4 minimum Web stiffeners tY"TJ Rim Board, DO NOT sides at A2W ONLY at 16"o Floor er• cut or notch flan e TJI'"joist Sheathing bath silos at A3.4W ONLY squash blacks required each side 1Y"or 1}!"TimberStrand LSL g • Floor panel nail- 8d(0,131"x 2Y^")at 6"on-center* boundary nails, at B3W ONLY or TJI'"joist $d(0o 31"x 2Y"} _.._1j,"Or 1 y" •• RESIDENCE Rim-to-Joist Web Stiffeners required at 4"an-Center TimberStrand' Y1fi" Web stiffeners 6" 6" nail each side at A3._W i LSL rim board. 61 B1 W required on bath i Toe Wait, Toe mail, Toe nail-10d(0.131" t t sides of both joist 6" L, 2 x Dt D, Go,"y grouped round L.y 2 x l.2 When sheathin No fleIdCu} , holes are permitted if I •� 1/ 7J°"Rim Board, g x 3"}at 6"an-center ends at B4W ONLY mrnlrr a rn+.rt+mum No troll cur Do not car 10d(0.131"x 3"} 10d(0).131 x 3") A3.1tA3.1 W oil thickness exceeds%", 12" L70 NOT holes in (applies to all hates the group perimeter no+ea In hoes larger , ( y) on b both sides atBIired Endofjoistsat hatched meets requirements hatched 1820 Kenny's Road at 6"an-canter at 6"an-center 1Y4"ar 1 y"TimberStrand'"'LSL. trim sheathing tongue m'n• an both sides at 81 W tit holes In cantilever zones except knockouts) 4 than f'1."^In TJI'"'rim joist at rim board and B2W ONLY centerline round or square holes zones Cantilever reinforcement. Web stiffener Toenail-IOd11,131"x3") of support TableA - End Support Southold, NY 11971 required on both Must have 1Y4"minimum at 6"on-center' Install proper blocking to Blocking panels may be required Sides at Al W ONLY joist bearingat ends.Attach Blocking panels may be required withi bracedrshear with braced/shear walls above or Minimum distance from edge of hole to Inside face of nearest end support Al Al W* A2' A2W* j j per a A3.1 A3.2 A3.3* support all panel edges B2 B2W braced!shear B3W B4 B4W rim joist A3 detail. walls above or below-see detail B11 below-see detail B1 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A3.4 A3-4* oearH rJl" 'For additional installation specifications sere Rim Board Details and Installation in A3W A3,1 A3.2 @13 'For additional installation specifications see Rim Board W 2" 3" 4" 6" 6Yt' 7" 8Y" 1t" 13" 2" 3" 4" 5" 6y" 7" 8Y" 11" 13"Nail through 2xcantilever,wood backer and Ito r-0" 1'-6" 2%0' 3-0" R-0" t'-0" r-s" T-6" X-6" 4-6- We erhaeuser installation,Guide for Floor a)nd Roof Framin ,TJ-9001. W W Details and Installation in Weyerhaeuser Installation Guide 1Y"T,J Rim Board or IX"or 1Y"TimberStrand" TJI° 'Dist web with 2 taws 10d 4.146"x 3' Y g O for Floor and Roof Framing,TJ-9001. 2 Blocking ) b „ ( ) 9y„ z10 r-0~ r-s" z'6" 3-0" 5'6" 1'-0' 2'-0" 6" 4'-0 V-0" LSL,hail with 10d(0.131"x 3")nails,one each at panel nails at 6 on-center,clinched. 230 r-6" r-o" 2'-s' 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-W top amd bottom flange.Nail to blocking panel with Use 16d(0.135"x 3Y")nails with 3Y2"TJI" 360 r-6" 2'-0" T-0" 4'-0' 6'-0" 1'6" e 3•-6" 5'-0" R-8" connections equivalent to floor panel schedule. joist flange widths. 560 1'-6" T-6" T-6" 6'-0" T-0" 7-0" 3'.0" 4'•0" R-6" 6•-0" ARCHITECT 6'-0"length of TJI`joist 8"diameter maximum hole for I IY8"- 1Y"TJ'"'Rim Board 1Ya'or 1Y"TimberStrand`" 110 1'-0" r-o" '-^ " "- " •-" " r-0" 4*-B' F' » '-" reinforcement and filler 16"deep blocking panels;6"diameter 210 1-0" 1•-6" 2'-0" 2'-0" T- " 3'-6" 6'-0" 1'-0" 1'-6- 2'-6" '-0" 5'-0" R6" 6'-6" Madigan Architects 4'-0"length of 8"diameter maximum hole for 11%"- block.Use 4'-0"length maximum for blocking panels 9Y2" LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 1t'%" 23o r-o" r-6" 2'-0' 2'-6" T-°- 3'-6" 6'-6" t'-0' 2'-0" 2'-6» T-6^ 5'-6" 5'-6" T-0" MADI GAN g g P 53610 Main Road 3/"reinforcement 16"deep blocking7." � one each at top and bottom flange. with one Bd(0.131"x 2Y") aso r-s" r-o" 3'-°" 3'-6" a'-s" 5'-0" r-0" r-6" z'-s" 3•-6" 4'-6" 6•-6" s'-s" T-6" 8"diameter maximum hole for panels; p diameter with 9Y"and 11/ TJI' eep or shorter than 12"long. 560 1'-6" 2'-6" 3'-0" 4'-0• 5'-6" 6'-0" F-0" 2'-s" 3'-6" 4%6" 5•-6" T-0" 7'-6" e,-o- Architects on one side at E2, maximum for blockin panels 9y_" joists. Da not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to Southold NY 11971 Web stiffeners 11%"-16"deep blocking panels; 9 P 110 r-o" 1'-0` r-o" r-o" 1•-6" 2'-0" 3'-0" 5'-6" 1'-0• 1'-0" 1'-6" T-0" 3'1" 4'-0" 6•-0" 8'-0- Load sides at E3 lee or shorter than 12"long. with one Sd comer 131 x 2Y") Horizontal blockin uniform) P 9 g Y 210 1'-0° 1w" 1'-°" r-s" r-o" 2'-6" 3'-s" 6•-0" 1•-0" r-o» 2'-0" r-s» 4•-0" 4•.6" 6'-s" s'-6" +1 (203) 871-1939 Load from above required on both 6"diameter maximum for a nail at each Garner sides at E I W ONLY blocking panels 9Yz'deep or Do not cut flanges. 1Y"TJ Rim Board 1Y4"or 1Y" panels between each loaded joists 14" 23tl 11-0" 1'_0" 1 a" 1'-6" 2-6" 2'-6" 4-°" T-e" r-0" 1'-0" 2'-0» 3'-0" 4'-0" 5•-0" T-0" s-0 TimberStrand"LSL.Nail with joist.Nail to top plate with only. 360 r-o" r-o" r-6" 2'-6- T,6" 4'-0" 5'-6" 8'-0" 1'-0" 1'-6" 2•-6" 4'-0" 6•-0" F-6" 8•-0" 9-6" shorter than 12"long. p Ye° Da not cut flan es. 10d(0.131"x 3"}nails,one 12"length of 3j" connections equivalent to Wood oR` 560 r-o" r-0" r-o" 3'-0" a'-s" 5'-0" 6'-6" 9'-0" 1'•6" 3'-0" d'-0" 5'-0" T-0" T-6" 9'-0" 90'-0" 9 1Y"TJ"Rim Board or 14'or 1y" each at to and bottom flange. yti� et jl 110 r-°" r-0- r-0" l'-0° r-0" r-0" 2'-0' T-0" s-°" r-0" l'-0" l'-0" 1'-6- T-O" T-0" 5'-6" T-6" 10•-0" TimberStrand"LSL.Nail with 10d p g reinforcement on floor panel schedule, backer e5 �ar�tiey dsofi z10 r°" 1-0 r-o" r-0• 1'-0- v-s r s 3'-s 6'-0" r-o" r-0 r-°" 2•-( 3'-0' 3'-6" 6'-6" 8'-0" 11%0" one side at E5, 12"length Of Yq' ��«�ygt G� <a� 18" 230 1'-0" 1'-0" t'-0" 1'-0" 1'-fi" 1'-6" 3'-0" 4'-0" 7'-0" 1'-0" 1'-0" 1'-0" 2,-0" 3'4i" 4'-,7' 7'-0" R'-0" 11'-0" (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side „ire<� �`tofi` 3stl r-0^ 1w" r-0" 1'-0" z•6" 2'-6" 4'-s" s'-6- 9'-0» r-o" 1'-0" 1'-fi" 3'4)" 5'•0" 6" s-n" 10'-0" 1r-s" 10d(0.148"x 3")nails at 6" blocking between at ET both sides at E$ F1 61�eo� t't 56tl 1'_0 r-o° r-o -s" 3'-0" 5'-°° T-s" 10'-a" r-°" 2•n" a'-°" 4'-s" s'-6" Ta" 1°'-n" 1r-o" ,r-o" 2x4 minimum At reinforcement on-center,clinched.Use 2 each joist 4" 6" 7" 8" 10" 12" 14%" 16Y" 4" 6" 7" 8" 10" 12" 14y4" 16Y•' squash blocks ' to joist flange with rows with gy and 11�" Less than 5" a rJE8 Less than 5" 1s" 360 r-o" r-o" r•o" z'•o" 4'-0" 5-6» 9'-6" T-0" 3'-0" 4'-e" 6-0" 10'.0" 11'-0" 1T-6" A 8d(0.131"x 2y")Waits at 6" 31`m TJI joists, s60 r•o" r-a" 1'-0" :'0" 4'-6» T.o" 10'-6" r-0" s-°" 6'-r;' 8'-0" 11'-0" 12'-a" 14'-0" 1Y'TJ`'Rim Board or Ltd` on-center.When reinforcing m O_a�1'_ WEB STIFFENER ATTACHMENT 3so i%o" 1,-o" 7-o" 4'-0" r-a- 1o'o" 1-s 6.0" CS Use 2x4 mi'nimium squash blacks to 1'/a"or 1Y"TimberStrand LSL. Face grain af`� g E5 E6 20" q Y"minimum 56tl 1'-0" 9'-" 1'0" 1'-0" '0" 4'-6" 8'-6" 11'-0' 1'-0' 3'-6" +'-0" 7'•0" ,0'-F" 3'-0' ,4'-6" 15'-E" t<` both sides,stagger nails. transfer load around TJI"joist Nail with 10d(0 131"x 3" horizontal E4 Not for use with 3%"TJI"joist flange widths 11. 2Y4"maximum i 8(9 nails,one each at top and E2 E3 Table B - Intermediate or Cantilever Support (1Y"for TJI'' Nailing: bottom flange. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su art EXTERIOR DECK ATTACHMENT Option#1: 56D,560D) - - See table beta+'�. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A i subf/oor TJI"joist blocking with end JOIST TJr Structural exterior sheathingdh y Web stiffener bath sides. DEPTH adhesive to all blocks installed at y,joist-span 2" 3" a" s' sYz' r• sY" 1t~ 13^ z" 3" 4" s~ 6Y~ 7" art" tt" 13" Flush bearinglate required- See table below. •With point load from above.and no support Double TJI" Joist Filler BlockP Flashing locations using 110 2'-0" 6" 3'6" 4'-6" 7'-6" -6" •-6" 3'6" L: 6'-6" Hanger heigiht must Hanger Backer Block:Install ti ht Maximum Y� overhang Contact Surfaces below,install web stiffener tight to tap Panne be a mfnimurrn of 60% Attach per the table. g g two$d(D.113"x 2Y") Tight fit" t z10 2'-0" r-s" 3'-6" 5'o" s'o° z'-0" P•- g (gap at trot orn flange] a34" to tap flange(tight to bottom permitted at beam. Treated 2x_ nails or 230 2'6' 3'-0" 4'-0' 6-6" 8'6' 2'-0" 3'-6" 4'-6'• 6'-6" 7'6" ofJoi�t depth Nails shall be driven from flange with face mount hangers), led. 2 g Requirements t t� Nailing Re 360 3'o° 4'-0° 5's° 6'-6 s'-o° 3'n" 4'-6" s 6" T-6" 8'-0" alternating sides.Clinch nails ledger ,��R 2j!,"screws, " Depth Minimum We Clinch nails when possible. t ri�5 1 t teal TJI'Joist Series Number Nails 6so 3'6 5'•0" R-n" T-s" tn'-o" a'-c" F'-s° R-r,- 6'-c' s'•n" when possible. See fastener ,I�1 �a a� typical (in.) Stiffener Size Type „ 1Y"TJ Rim Board or 14' �c End Intermediate 110 r ° 1-0" r•s" 0' a's° s 6° -o- 1'-6- 6" 4 - T-o" s l 1 table below.Maintain <�p 210 1'-0" 1'4' 2'-0" T-0" 4•-6, 5'-0" 9•-0" r-0" 2--o" 3'-n" 4'-6" 8'-0" 8'°" 10"o" or 1W"TimberStrand" LSL. 110 All %"x 2%"':' 2'-6- ,•-e" R-0" a'-s" a'-o" t0'-s" z"distance(minimum)from , " �� , „ $d "�" 230 "°" 2'- 2'.6' 3'-6" �'- 5'-6" '°'-°' '`°" Issue Date& Issue Description By Check Tap mount 21D All /4 x 2Tt6'' , 360 L 3'-0" 4,-0" 5'-6" 7.-0" 7'-6" 11'-0- •-0" T-6" '-o" T-0" '•6" 9'-6" 1'-0"edge of ledger to fastener. (0.113"x�"} hanger , , Option#2' 230&36tl All 7�"x 26`'i 3 660 1'-6" 3'-0- 4'-6" 5•-a" 8'-0" 8•a 1 '-0" 0" 4'-6" 6'0" 8'-0" 10'6" tt'-0" 12-0" Fastener Allowable Load"- Ibslbolt 2x strapping installed atY 16d 110 r-o- 1'-0. 1•-n" r-o• 2'-0" 7-6" 4'-6" F-6- r-0. l'-a" r-0- 2'-6- 5'-0" 6'-0- W-O- 12'-tl- 1 2 04/06/26 ISSUE FOR PERMIT SQM Face mount Backer block Y2"Through bolt joist-span locations using two 56tl All 2x4'`'' 21tl 1'-0" 0" t'-0" 1'-0" 2'-6" 3'-0° 5'-6" 9'6" 1'-0" 1"0" 2'o" 3'-6" 6'-0" 7"•0" 10 13'-D" - hanger bath sides of web Rim Board Material Y2"lag bolt Y2"Through bolt with Air Space 2Y;'screws per joist,typical (0.135"x 3y!") 14" 230 r-0" 11-0" r-0" '-0' 3'-6" 4'-0- 6'-0° 1o'-E" 1'-0- 1'•0- 2'-6" a-6" s'-s' T-6. 11'-°" with single TJI'"joist 1 "TJ`�Rim Board,.. 480 695 1$" 4 4 360 11-0" 1'-0" 2'-0" T-6" 5'-6" 6'-0" 8'-6' 12'-6" 1'-0" T-0" 4•-0" 5'-V' 9'-0" 10'-0" 12•-0" 14'-0" Wei)stiffeners required if aides of 1 4"TimberStrand'LSL 6111 725 615141 Option#t3: 560D 20 2x4°' 16d 5 5 560 1'-0" 1'0" 1'6" T-6" 5'-6" 6'6" 9'-6" 13'-6" 1'-0" T-0" 5'-0" 7'-0" W-0" 11--0" iT-6" 15'-0' q With top mount hangers,backer block required only 1 2"TimberStrand'LSL 675 725 Directly£applied ceiling 22"0' (0.135"x 3Y") 6 11 110 1'-0" 1•-0" 1'-0" 1'-0" 1'-0" 1•-0" 2'-6" 6-0- 8•-6" 1'1" 1'-0- t'-0- 1'-0- T-6" 4-6" 8•-6" 11*-6" 15'-0" _ H1 hanger do not laterally Support at H2 H3 24""' 6 13 z10 o" r 0" r-o° r o" r-o" r-o' 3'F" 6'-0" 10'-0" 1%0" 1'-0" 1'-0" 1'-6" 4'-6" 5'6" 10'-0" 12 6" 16'-0" least J"of TJt°'joist tap flarnge for downward loads exceeding 250 Ibs or for uplift O LA (1)Corrosion-resistant fasteners required for wet service.applications. ('B 1 When specified on the layout, one of e 16" 236 1'-0" r-0• 1'-0" 1'-0' r-s" 2'-c• 4'-c 6'-6. 11'-0" r-°" 1'-0" 1'-0" 2'6" 5'-0" 6.0" 10'-6" 13'6" 16'-6" conditions.For nailing requirements see page 5,TJ- (2)A€o able load determined in accordance with AST'M D7672. (a (1)PSI or PS2 sheathing,face grain vertical 360 1'-0" 1'-0" 1'-0" l'-0" 3•-0" 4'-0" 6'-6" 10'•0" 1T-6" 1'-0" 1'-0" T-O" 4%0' T 6" F-6" 13'-0" 14'-6" 1T-0" 9001,Weyerhaeuser installation Guide for Floor and (3)1Y."TJ'Rim Board is allowed with joist depths 16"only the bracing options above Is rrequired (2)Construction grade or better Sc° '.o• 1'-0- 1.-0.-1r 0 r.e a-6' 7'.0 11'-r0- 5'-0" t'-0" 1'L}" 6" 5,-6" 9'_0" 10'-0" Roof Framing,TJ-9001. (4)MaximumY"shimmed air space (3 Web stiffeners are afwa s required for 22"and 24"TJI''560D Joists 4" 6" 7" 8" 10" 12" 14Y" 16%4" 4•' 6" 7•' 8" 10" 12•' 14Y" 16Y" BEAMDETAILS FASTENING of FLOOR PANELS 1S„ 360 r-0" l'-o" r-6" T-0- 6'-0" 9'0" 14'-6" rc" 4--0" 6'-6" 9'-0" 14'6' 1B'43" 19'-0" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 r-o• 1•-0.' r-0' 2'-0" F-o" t0•-°" tR-6" TJF(1)izi Rim Board 1Y., TJC joists 910 210 230 or 360 360 560 560D 20., 360 r-n" r-0" x-0" 6'-0. 1 P-0" 15'-0" 1'-^" 1'-6" 4'0 T-0" 12'F" tr_g" ,g•-ry 20'-6- - BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and ,y-TJ'`" TimberStrand"LSL TimberStrandLSL Microllae Parallam,' 7„ 7 ,. r 7 66tl BEARING AT WALL and 230 560 Rim Board 1y4" %" or wider LVL PSL Depth 9y"-11/e 14"46" g)z^_9h/8 14"46" gY"_q1/" 14"46" 18"-20" 11/s 14"46" 18"•20" 22%24" Rectangular holes based on measurement oflongestside, OR WINDOW HEADER CONNECTION CONCRETE WALL • LeaveX"ofweb(minimum)attopandbottomofhole DO NOT cut joist flanges. 1y"TJ"'Rim Board or Strap per code if to late 8d(0,113"x 2jh"),8d(0,131"x 2Y2") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block t?) 2x6 thin" 2x8+Y" 2x6+Y" 2x8+in s2)d2heathing +y" Two Two2x9 Two Four e"x g • Tables are based on uniform load tables in current design literature. - P P P p Detail H2 2x6 2x8 sheathing sheathing sheathing sheathing sheathin 2x6 2x8 2x12 sheathing g 1Yd"or 1 Y"TimberStrand"' is not continuous over 10d{0.148"x 3"),12d(0.148"x 3}q") 4"{3r 4"13) 6" 4" 3" 3" 5' 4" ( ) 9 9 g g g 9 • For simple span(5'minimum),uniformly loaded joists used in residential applications.one maximum size round hnta may be tasted LSL or blocking for lateral header 16d(0.162"x 3Y2") 6" 6" 16"14) 6"(5) 6"(5) 6'M 6"N) 6" Cantilever Filler 2x6 2x10 2x6+ " 2x10+Y" 2x6+}," 2xiD+Y" Nat at the center of the joist span provided that no other holes occur in the joist. support {Detail E4) 4'0"tang 6'-0"long sheathing sheathing sheathing shaath'n j arj,hcat i� Not appli•^ahle ALLOWABLE � //"''�� (1)elagger nags when using 4"on-center spacing and ma:ntain'Ye"joist and panel edgc,distance•.Ogle raw of fasteners is permitted(two at abutting 4'-0"long 6'0"tone) 4'0"long 6'0"long (�L L V WA B L E HOLES " Headers and Beams parer edgers}far diaphragms.Fastener spacing for TJI`'joists in diaphragm appl crations cannot be less than shown in table.When fastener spacing for, Backer Block(1) Strap per code if top blocking is less than spacing shrwn above,rectangular blocking must be used in lieu of TJI'joists ' " 7" 1.55E TimberStrand LSL Headers and Beams plate is not continuous 2 Far inn-die hrarm ap t rations,multi rows of fasteners are emitted if the rows are offset at least'!"ands"a Bred {Detail F1 `Vr or X" X or Ye or 1"Net 2x6 2x8 2x12 Two Y4"x 15" ( ) p p'' p 99' or H2) sheathing over column (3)With 10d(0 148"x 1' ")Halls,spacing can be reduced is 3"on-center far light gauge steel straps 7.x diameter of the Top mount 4 Can be reduced to 5"an-center d nail netrathri into the narrow ed a is no more than 1 t7 minimizes Irttin• Nail Size Filler 1 131"x 3 2") largest hole minimum ( ) Pe D Y"(' P q) (0.131"x3") g• (minimum) hanger (5)Carl be reduced to 4"on-center if nail perciratinn into Ohre narrow edge is no more than%"(to minimize Splitting). Backer (0.131"x 3"} Y depth Protect untreated Allowed hole acne Column Face mount (6)Can be rednred to�"on-center rf nail penetration into the narrow edge is ors more than 1y"(to minimire spiitt:nrr). Filler 32 50 Wood from direct •Recommended naitin is 12"on in field and 6"on-center ak1r1 tine!edr .r Fastening requirements on err t gyred dratninc,su n side Nail 15 hanger g 9 f'- 3-. g q- g` e- J` P-.contact with recommendationsl�sfednhove Quantity(2) Backer -- ------ ------- L1 L2 L3 See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJi'joists is 18"on-center 15 15 r -- - -_ ---- ti/It necessary,increase p ter ono hacker block heicI)t tot'ace mount han0em and maintain ,"gap at top of µ ist,see detat'dv 1`e'er ainl backer block ° L- Q - - ■id ga staples may be substituted for 8d(0 113"x 2y")nail.if m nimurn penetration of 1"into the TJI ja st or rim hoard is achieved. d men<ions should acrnmodate rcguired nailing without s itttn 1 minimum for backer blocks and 24'minmum for flier blocks) o -o -. o - -o • 1.55 E TimberStrand'•LSL Literature for framing connectors r To minimizes splitting,maintain edge distance and row spacing of? x nail diameter or " whichever is reater, b g p 9 P 9> ) `�P 9 � is r g {21 Chid,Watts when possible, breeder or Beam Maximum Round ■Nailing rows must be offset at least Y"and stagger ed Depth Hole Size •For recornm-ndpd nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser installation Guide for Floor and Root Framing.TJ-9001. 9Y' 9 2 3" Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 6 11Y"-11%" 3%" Fastener Installation Requirements cantilever and end bearings by blocking 14%16'• 4y," Piece #of Fastener TJIP joist floor framing does E1 panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone Width Plies „ _-_-_ a rim board or rim joist.Type' Min.Length #Ramos O.C.Spacing Location When fasteners are required on both not require bridging or • Allowed hole zone suitable for headers and beams with BEARING AT 10d nails 3" 3, sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member • Round Wes only 12" side S4 they fall halfway between • No holes in headers or beams in plank orientation. COLUMN 2 12d-16d nails 3 Y4" 2"' One side fasteners on the first side. Screws 3%"or 3}!" 2 24" 10d nails 3" 3" Al H2 Other Trus Joist'D Headers and Beams 12" Both sides Rim board joint Microllame LVL 12d-16d nails 3Ya" 2"' DO NOT bevel cut joist E2 between joists DD NOT overhang seat cuts r 3 9 1.3E TimberStrand"' and Parallam"PSL 1%" 3%"or 3Y,." beyond Inside face of waH• on beams beyond the Inside LSL hole zone hole zone 2 x diameter of the Y depth Both sides Screws 2 24" Load must be applied evenly across p 5" One side face of support member, 9 (minimum) Verif column capacity �„ entire beam width.Otherwise,use largest hole minimum y P y 10d nails 3" 3'" connections for side-loaded beams. DO NOT cut,notch or and beam bearing 12" One side hotels n headers or beams! L5 12d-16d nails"' 3 Y4" 2'" (per ply) --- ----� except as indicated in length. 4 '•.'• d o L--- ---J o • illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides o o e Screws 2 24" � Multiple pieces can be nailed or bolted together to CS 6%" One side L6 form a header or beam of the required size,up to a TJI"rim joist Microllam" LVL and Other Trus Joists'Beams 5"or 6" Bath sides maximum width of 7" 1Y"TJ'Rim Board or Parallam'PSL Header or seam Maximum Round Screws 2 24" L3 allowed hole zone Depth Hnle Size 3Y" 2 6%" One side A2 iY4"or 1 Y2"TimberStrand"'LSL. rrtiddlej!span 4J" 1" Y"bolts 8" 2 24" - 54. 1Y" (1)10d nails are 0.128"diameter;12d-16d nails are 0,148"-0.162"diameter;screws are SDS,SDW,USP WS,or TrussLOK" 61 L1 d 1.3E TimbarStrand9 LSL allowed hole zone d 7p"-20" 2" COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H 1 See illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes Seal/Signature, BEAM ON B2 • Allowed hale zone suitable for headers and beams with uniform loads only. COLUMN'CAP NAILING AT BEARING (FLOOR) L5 " • Round holes only • No holes in cantilevers q TJI Joist t0 Bearing Plate Squash Blocks t0 TJi"Joist B3 • No hales in headers or beams in plank orientation ED Re l Load bearing wall above \5 MAd YYj� 1Y'°'TJ" Rim Board or ( g ) 1Y4"'or 1 y"TimberStrand'.LSL. Joist may be shifted up to 3"if P Usti B1 or B2 at �� Q One 10d each x e floor panel edge is supported 9 .� One 8d(0.113"x 2Y") Hall into each flange 64 intermediate bearings and span rating is not exceeded. � � 2 �� nail each side.Drive with load bearing or Joists are unstable until braced laterally nails at an angle at Do not cut joist flanges. braced/shear wall r P1 least 1Y"from end. Plumbing Drop g Bracin Includes: from above • Bhcking • SheaM nq • Strut Lines End of/joists rill •Hangers • Rim Board 6 R,m Jo�t /� 0c at centerline 3Y"minimum L2 040159 COLUMN BASE 1i%^minimum end bearing g A/sa see detail i42 of support intermediate bearin sinngle-family applications 5Y"may be required O for maximum H1 ', Shear transfer:Connections equivalent caoacity 0 - - Project Name to!floor panel nailing schedule :I • PRIVATE RESIDENCE ;�. Rim to TJI' Joist 0 / DO NOT walk on joists DO NOT walk on joists DO NOT stack building ' "' •"%' 1Ya"TJ'Rim Board, 0 TJI%560 rim joist:Toe unfit braced, that are lying flat. materials on unsheathed 1Y"or 1 Y"TimberStrane,L5L. I Additional last is required if ® / nail with 10d(0.128"x 3") ® INJURY MAY RESULT. ]Clete.Stack only over or TJI`110 rim joist: floor panel edge is unsupported L4 nails,one each side of ;• 4.; ". • „� -,,,� WARNING NOTES: beams or walls. p2 One 1 d( .131"x 3")nail into TJI'joist flange TJIx 56tl or if span rating is exceeded. :•, , O Exterior Deck flange0 LA Do NOT use sawn Lack of proper bracing during construction can result in serious Project Number floor joist Attachment lumber for rim accidents.Observe the following guidelines: 25001 TJI''210,230,and 360 rim joist: `�•" "•<, Structural g ELEVATED One 16d(0.135"x 3y")nail into INSTALLATION TIPS - . 0 sheathing board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJr joists mast be completely installed and properly nailed. O as it may shrink 2 Latenal strength,like braced end wall or an existing deck,must he established at the ends of Pie bay,This car also be each flange. • I• g D Y- COLUMN BASE maySub o t adhesive will Improve floor performance,but o after Installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay 1 'I"minimum bearing With depths>16",use TJI''36tl rim joist. may not be required. Top View Use only 3.Safety bracing of i x4(minimum)must be Waited to a braced end wail of sheathed area(as in note 2)and to each joist. Locate rim board jolnf between joists. _ 0 Safety bracing(1x4 engineered lumber. Withoirt this bracing,burkiing sideways or rollover is highly probable under light construction loads-such as a worker or 6 Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' one layer of unn,ded sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2),Packing out the web from direct contact with See ALLOWABLE an-center for TJI''110 joists)and 4 Sheathing must he completely attarhed to each TJI"joist before additional loads can be placed on the system Description of a TJI"joist(with web stiffeners)is not a substitute Concrete 13!"knockouts 0 H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. TYPICAL FRAMING DETAILS extended to a braced end wall. "'-.5•?. 1Y"TJ-`Rim Board or for squash blocks or blocking panels. 6 The flanges must remain stra+qht n'lhm 1t2"from true angnment �,,•,,.;-; q g p at approximately Fasten at each joist with ;'.i•'..:: ;;: 1Y"or 1 Y"TimberStrand'LSL. 12"on-center two 8d(0,113"x 2Y2")nails minimum Warning:Drilling,sawing,sanding or machining woad products generates wood dust,The paint and/or coating an this 6 When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California Optional partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit w ,comiinform. ' Scale plumbing or HVAC. �� P3 non-shrink flush with inside face rout Drive Waits at an See framing plan(if applicable)or � a,. ✓' ", of wall or beam SUSTAINABLE g One 10d(0.128"x 3")nail each angle to minimizo Weyerhaeuser installation Guide for Floor +Additional joist at plumbing drop(see detail), IRETRY A Weyerhaeuser,Microeam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing. TJ-9000.For minimum y Weyerhaeuser NR. M 2020 Weyerhaeuser NR Company. All rights reserved. 1Y"minimum from end end and intermediate bearing lengths. Gertlfied Sourcing Weyerhaeuser r ,nfipr " V"M September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001 and the Dee De th Trus Joist TJI Joist Installation Guide TJ-9006 which should be referenced for additional information. IN a P4 =902 © 2025 MADIGAN ARCHITECTS E:\Madigan Architects Dropbox\Madigan Arch itects\01_Projects\25026-1820 Kennys Road - Louis Lizardos\01_Models\25026-1820 Kennys Road.rvt I i i ROOF FRAMING DETAILS Heel Connection (Platform) Hip/Valley Intermediate Support DRU PROPERTIES, LLC Outlooker Detail Connect rafter to hip with five 16d(0.131"x 34")nails. Ridge Connneetion Connect rafter to valley with 16d(0.131"x 3X")nails per table below. Dormer Framing « TimberStrand' LSL rafter 1x or 2x ceiling joists Four 16d 0,131"x'V4" nails PRIVATE TimberStrand" LSL or Toenail with four 16d(0.131"x 3ya )nails lateral bracing at 48" ( ) Microllam` LVL ridge board each side,or four 16d(0.131"x 3Y")nails Attach blocking to g at each end of straplcleat through ridge into rafter rafter with two 16d on center or as specified NCE (0.131"x 3ya")nails Toenail hthree ey toHeader joist see planRE � IDE Sheathing or other lateral past with three « TimberStrand°'' bracing as required Hip member or Toenail header to rafter with four 16d(0.131 x 3Y") valley beam 16d(0.131"x 34") nails from each side,or use a hanger for reactions LSL rafter nails per side exceeding 500 lbs.See Framing Connectors tables Lateral blacking per y y code or for lateral in Weyerhaeuser Roof System Guide,TJ-9005 for 1 820 Kenny's Road wind requirements TimberStrandr'LSL Sloped bearing surface hanger capacities. ceiling joist Attach post to bearing wall or Beam or ceiling joist Southold, NY 11971 beam with three 16d(0.131"x g A23 or A3 clips each side. 2x TimberStrand'LSL plate 2 times joist spacing, 34")nails per side sized to support post (Addresses lateral load only, (connection design may be minimum not intended for wind uplift.)' required,contact your 3"maximum rafter Weyerhaeuser representative) Additional connections may be required seat cut overhang Structure!sheathing Rafter•to-Valley Connection Attach plate to rim with Rafter Roof Snow Load to r(Qsist wind forces in high wind zones Rafter 16d(0.131"x 3ya")nails On-Center Span 30 LL+15 DL 50 LL+15 DL 80 LL•* 15 DL , ARCHITECT at 12"on-center Spacing "`" " ' P 9 Number of 16d(0.131"x 3 Y")nails required Madigan Architects . Minimum!Ridge Board Depth `Angle Clips 12' S 6 8 Architects 53610 Main Road MI�DflGAN Rafter Rafter Pitch 16 NY Size 4i:12 to 9:12 10:12 to 11:12 Nailing 18, 6 9 12 See plan for member Southold 1 1 203 871 1939 Ridge Board Sizes Type Top Plate Rafter,Ceiling Joist Rafter Connection for Thrust: 24' 8 12 2x6 2x8 2x10 2xl0 Simpson « •For lap connection nail quantity requirements,see Rafter Span and Heel 6' 5 5 7 Strong Tiel' A23 10d x 1Y2" 10d x 1yz Connection Tables in Weyerhaeuser Roof System Design Guide,TJ-9005. Ceiling oiutlaukers 2x8 2x10 2x12 2x12 at hip ernd 12' 6 8 11 2x10 14" 14" 14" USP Structural -If fewer than 8 nails are required,use only one A23 or A3 clip,each side. 24 18' 9 13 22 Connectors9 A3 10d x 1y" 10d x 1yz" -If B-15 nails required,use two A23 or A3 clips,each side. 24' 12 * * Open,see plan R 20 2x12 14" 16" 16" R R `Contact your Weyerhaeuser representative 24 26 for additional connection Information. Trimmer joist see plan Heel) Connection (Lap) Valley-to-Hip Connection TimberStrand'LSL rafter HiplValley Low End Sloped hanger (slopHip/Ridge/Valley/ Post Detail Hip member or pitches are wed if roof pitches are unequal). Sheathing or other lateral valley beam Hip member 3"Maximum rafter bracing as required TimberStrand"`'LSL or Notch TimberStrand"'LSL Hip/valley 0 Issue Date& Issue Description By Check seat cut overhang Microllam�LVL ridge board hip/valley to sit on post depth(d) Depth of hi /valle Y (minimum of 75%of original at seat cut(y). 1 2 04106/26 ISSUE FOR PERMIT SQM member depth must remain). See table below Ridge board.Toenail Toenail hip to ridge with five ridge-to-hip with four 16d(0.131"x 3-y4")nails. 16d(0.131"x 3ya") 7imberStrand"LSL Connect rafter to nails O Attach blocking to rafter with ceiling joist valley using 16d 27 two 16d(0.131"x 3y4")nails (0.131"x 3Y")nails'-) - 16d(0.131"x MY')nails Attach hiptvalley member to plate for heel/lap connection" Post or bearing wall Valley beam.Connect to hip Lateral blocking per code or g with three 16d(0.131" x 3Y")nails for lateral wind requirements Toenail ceiling joist to top plate per side p 9 member with sloped hanger, - Toenail rafter!to top plate with with two 16d(0,131"x 34")nails HiplValley Depth Contact your Weyerhaeuser representative for sizing of a hip three 16d(0.131"x 34")nails Minimum PFropntagP of original Hip,Vallpy tenth Required Requiredl or valley with a point load. - Timber5trand 'LSL rafter Mernbu Type i unberStrand--LSL r�ticrnl am-LVL t,>See Framing Connectors in Weyerhaeuser Roof System Guide. _ Hip Member 30% :50% g y }� R *For heelllap connection nailing see Rafter Span and Heel Connection R R valley bear„ 60% t�aa:" R TJ-9005 for hanger capacities. 21 Tables in Weyerhaeuser Roof System Design Guide,TJ-9005. 23 Hip member or valley beam 25 catulate percentar as y;d x 100 28 (21 See Rafter-to-Valley Connection table in Detail R26 above. ROOF DETAILS General Notes i Uninss otherwise noted,all details are valid to a maximum slope of 12 12 Joists>16"have a maximum slope of 3 12. Web stiffeners are required with all 22"and V-cut shear blocking-1Ya"or 1Y" 2x4 one side.Use 2x6 if 24"joists and when the sides of the hanger TimberStrand Beveled web stiffeners required on LSL rim board 2x4 one side.Use 2x4 both joist spacing is greater than If sparing do not Iatterally support at least y iNTERMEDiATE BEARING sides"of the both sides.Cut to match roof slope. * J P g is a Jfi 24"on-center. TJI"joist top flange Also see framing plan. Blocking panels or shear blocking may be Two rows 8d t greater than 24"on-center. Web Stiffener required on specified for folst stability at intermediate supports (0.113"x ZV2")nails both sides at R3W ONLY Shear blocking- at 8"on-center t y^ 1)s"TJ"Rim Board, Web)stiffeners Twist strap and backer block required at J7 10d(0,128"x 3") 1Y4"or 1y"TimberStrandt� requaired on both R7S with slopes greater than 3:12.See - nails at 8" LSL or TJh joist. Variable slope seat Birdsmouth cut Nailing Re connector sidees at Rlt�t ONLY g Requirements at Bearing in an-center must not Weyerhaeuser Installation Guide for Floor Web Stiffener required on TJI"'joist flange overhang inside and Roof Framing.TJ-9001. Beveled 2x4 block both sides at R1 W ONLY must bear fully on / face of plate. plate. Y adjacent span maximum L a � -Beveled 2x4 block with `E a Beveled bearing plate a plate a queering L � opposite side of web C} beveled web stiffener on �� Beveled web stiffeners late required when ` tt`� required when slope 2x4 block for soffit support slope exceeds y:12 fi�+� pp on both sides _ exceeds Y:12 R3 R3W R5 R7' RR7 �R7) BIRDSMOUTH CUT allowed at low end of joist only BiRDSMOUTH CUT allowed at low end of joist only \i' ' R7S is allowed only with joist depths<16" BIRDSMOUTH CUT allowed at low end of joist only Y3 adjacent span maximum R1 R1W Filler block:Attach per the table below. Clinch nails when possible. Flanker black,lmstall tightto bottom flange,(tight to tine flange with top mount hangers)Attacth per table hPlota Seal/Signature LSTA18 strap,nails at H6S <RE D ARC with slopes greaater than 3:12 G, /y MAD w AP s� Strap nails: C �0 Leave 2)!"minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) `' 2 distance Y Y Ya 2x4 one side.Use 2x4 both LSTA24(Simpson Strong-Tie or USP I I I Doublejoist * +, LSTA18(Simpson Strong-Tie'or USP Structural Connectors Field trim to match joist depth at outer edge y �r { sides if joist spacing is )strap with twelve Variable slope joist hanger.Beveled s may be required / �,`�s-`""" Two rows 8d(0.113"x 2Y") Structural Connectors")strap with 10d 0.148 x%")nails re web stiffeners re uired on both sides. of wall or locate on wall to match joist depth. �' nails at 8"on-center tkA �� greater than 24"on-center. ( required at H5S with q �, J PL=1 y when L exceeds L 04 59 twelve 10d(0.148"x 1y")nails slopes greater than 3:12 Use 1 Yb"TJ Rim Board with depths<_16". Y joist spacing �� 01 .(0 tX" Additional blocking O ? may be required for Additional blocking TJI"'Depth,D TJI'Flange Block Niatl Allowed hole zone L � N E shear transfer may be required Width Type Size Quantity Beveled web Project Name Strap nails; 9/ for shear transfer. Filler 10d{0.128"x 3"} 10 K Y; Y Blocking stiffener each Filler „ D_<16" x 3 less than 3Y° Backer 10d(0.128" ") 10 /as required side of TJI`'joist PRIVATE RESIDENCE • Beveled 2x4 block. Leave 2/"minimum Strap nails: Filler 16d(0.135"x 3y") 10-each side Y web Second beveled web end distance Leave 2'/"minimum 3Y" Backer 10d(0.128"x 3") 10 Y 2x overhang.Notch TJi"joist flange must stiffener required on end distance Filler 14d{0.128"x 3") 15 around TJI joist top bear fully on plate. opposite side at R10W only. Double beveled bearin late Tess than 3Yz" 9 P Backer 10d(0.128"x 3") 15 Maximum allowable V-cut End wall flange. Brdsmouth cut must not Project Number ZA* � when slope exceeds Ya:12 Variable slope joist hanger. 16"<D<_20" overhang inside face of �" Beveled web stiffener Filler 16d(0.135"x 3Y") 15-each side Beveled bearing plate required 3K" For TJI joists with slopes of 10:12 to 12:12,the vertical depth of plate. 25001 required each side. Backer 10d(0.128"x 3") 15 when slope exceeds Y,:12 Web Stiffener required on q shear blocking at bearing will require 1y"TJI Rim Board or 1y"or R10 R10',h R14 R14'y4 both sides at R14W ONLY H5 H5 HSS is allowed only with joist depths< 16" 20"<D<24" Filler 16d(0.135"x 3i!") 25-each side SB 1y"TimberStrand LSL that is one size deeper than the TJi"joist. V gC BIRDSMOUTH CUT allowed $ 3y" Backer 10d(0.128"x 3") 15 DO NOT use%"TJ"'Rim Board with 18"-24"TJI"'joists or in 1�� at low end of jolst only H6S is allowed only with joist depths< vertilation-hole applications.f6" An H6 H6 For filler and backer block sizes see Welyerhaeuser TJt Weyerhaeuser Description Joist Specifier's Guide,TJ-4000 TYPICAL FRAMING DETAILS Warning:Drilling.sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this product may contain titanium dioxide,Wood dust and titanium dioxide are substances known to the state of California to cause cancer.For more information on Proposition 65.visit .com?inform. SUSTAINABLE Scale FORESTRY We erhaeuser,Microllam.Parallam,TimberStrand,TJI,TJ,and True Joist are rc istered trademarks of INITIATIVEy g Certified Weyerhaeuser NR. fl 2014 Weyerhaeuser NR Company. All rights reserved. Sourcing wo«sr p�j1eip -area October 2017 Renrdpr 7J-4014 A=903 © 2025 MADIGAN ARCHITECTS EAMadigan Architects Dropbo)x\Madigan Arch itects\01_Projects\25026_1820 Kennys Road - Louis Lizardos\01-Model s\25026_1820 Kennys Road.rvt I 1