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Home My WebLink About48429-Z amwTOWN OF SOUTHOLD �* BUILDING DEPARTMENT k TOWN CLERK'S OFFICE �u 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#: 48429 Date: 10/24/2022 Permission is hereby granted to: Levas Fam 2014 Irr Trt 41 William St Glen Head NY 11545 To: Construct additions and alterations (town definition of a demo) to existing single family dwelling as applied for, with certification of sanitary system. Legalize as-built deck addition. At premises located at: 5335 The Lon Wa , East Marion SCTM # 473889 Sec/Block/Lot# 21.-5-13 Pursuant to application dated ®7/27/2022 and approved by the Building Inspector. To expire on 4/24/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $548.80 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,525.20 CO-ADDITION TO DWELLING $50.00 Total: $2,124.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 lifts:/LWNN w. out oldtoEEjl -.Wv Date Received BUILDINGAPPLICATION FOR For Office Use Only JUL, 2 2022 PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete Tovm atsouT°w D applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 'Z.1-,?�2�-- OWNER(S)OF PROPERTY: Name: SCTM# 1000- Project Address: 5? � ' :ma Phone#: � `yt ' Eil: ., i � d" Mailing Address: 4t �( 11 CONTACT PERSON: Name: 1 » Mailing Address: Phone#: ✓ ' �� Emaila� i, �: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: w Phone#: Email: CONTRACTOR INFORMATION: Name .�.. . Mailing Address: Email: Phone#: `�` c�., � .75 ��» _rr DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure �4ddition Xiteration El Repair El Demolition Estimated Cost of Project: ❑Other $ ` Will the lot be re-graded? ❑Yes>(No Will excess fill be removed from premises? ❑Yes Vo 1 PROPERTY INFORMATION Existing use of property. 07�'�*�94niij JAN(4p p y: FT1i"J� Intended use of ro ert �Il`12LC- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 11 this property? ❑Yes><4o IF YES, PROVIDE A COPY. ❑ Check Box After Rf"adIirig: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By( t m Wa� 541Uthorized Agent ❑Owner Signature of Applicant: Date: 7/1 -71j"' STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the S2� ( (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 day o f ju k-t , 20 25!�11 — Notary Public JOSD,''H s3 4631ATE Notaiy Public St1te Oi Ne,v YO'( PROPERTY OWNER..AUTHORIZATION NO. O1AB6269204 ouariled In S rm:,lk O,v� (Where the applicant is not the owner) my I Pile C4 .. i Cemm� ion ,T a xi i I I ' I, W� residing at �"1 4 L vP A to apply on do hereby authorize �. my beh If'to the To Southold Building Department for approval as described herein. Ovwn r s c Date A Ncq U- L4 Print Owner's Name 2 FREDERICK 41 EAST MAPLE ROAD, GREENLAWN, NY 11140 52 NOYACK PATH, WATER MILL, NY 11916 ROBERT Neberarchitectsyahoo.com 631 154-5555 LMHITECTJ October 3, 2022 Re: Sanitary System Certification Angela Levas 5335 The Long Way,East Marion,NY SCTM# 1000-21-05-13 Southold Building Department: I had the covers for the existing sanitary system removed and the system pumped out by Coastline Cesspool&Drain of Cutchogue,New York. The system met the requirements for a 3-4 bedroom house with a precast rectangular septic tank and a precast 8' diameter x 12' deep leaching pool. The system is all in good working order. Please contact me with any que �lttc►ns, I' C 'ikyou. �x Ve 'rut y ur ti. "r derick R. Weber, Architect,)-";," Town Hall Annex1J�� 'x�, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Mfl'd Southold, NY 11971-0959k"4 �, VV �' k�o! BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/'OR TIMBER CONSTRUCTION Date. w Owner: - Location of Property: I Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial o residential tructure Rehabilitation to an existing commercial r residentia"structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) .............w... Timber construction (TC) in the following location(s) (check applicable line): IT _ Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): " Capacity (check applicable line): Owner _ . ..: ., Owner representative TrussReg15.docx Effective 1/1/2015 k CGenerated by REScheck Web Software I"NJ/ Compliance Certificate Project 5335 The Long Way Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,024 ft2 Glazing Area 28% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5335 The Long Way 5335 The long Way Frederick Weber East Marion,New York 11939 East Marion, New York 11939 631-754-5555 fine be ra rch itect@ya h Do.co m Compliance: 6.8%Better Than Code Maximum UA: 622 Your UA: 580 Maximum SHGC: 0.40 Your SHGC: 0.30 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. v' e Gross Area Cavity Cont. Prop Req. Prop. Req. Assembly or Ill Ill U-Factor U-Factor UA UA Perimeter Hot Roof:Cathedral Ceiling 2,169 38.0 0.0 0.027 0.026 59 56 AGW Main:Wood Frame, 16"o.c. 3,136 27.0 0.0 0.051 0.060 110 129 Windows:Vinyl Frame 987 0.300 0.320 296 316 SHGC:0.30 AGW Garage:Wood Frame,16"o.c. 148 27.0 0.0 0.051 0.060 7 8 Garage Door:Solid Door(under 50%glazing) 18 0.200 0.320 4 6 AGW Attic:Wood Frame,16"o.c. 225 21.0 0.0 0.057 0.060 13 14 Above Garage:All-Wood joist/Truss 332 19.0 0.0 0.047 0.047 16 16 Foundation Walls:Solid Concrete or Masonry Wall height:7.8' 1,179 14.0 0.0 0.058 0.059 68 69 Depth below grade:6.8' Insulation depth:7.8' Basement Windows:Vinyl Frame 8 0.300 0,320 2 3 SHGC:0.30 Crawl Walls:Solid Concrete or Masonry Wall height:4.1' 103 0.0 14.0 0.060 0.065 5 5 Depth below grade:3.1' Insulation depth:4.1' Project Title: 5335 The Long Way Report date: 07/06/22 Data filename:• Page 1 of10 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 buildtn8 has been designed to meet the 2018 IECC regei en�ents in ftPS ersion:F4bS heck-'hiki+eb nd to com y ith the mandatory re uirem 41sted in t!!OES'check Inspection Ch lci' Kame-Title 51rgrrature Date 6,111 Project Title: 5335 The Long Way Report date: 07/06/22 Data filename: Page 2 of10 REScheck Software Verson : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 90.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that Is documented, or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, „Construction drawings and ;' OComplies Requirement will be met. 103.2 adocumentation demonstrate Oboes Not IPR1]z lenergy code compliance for the � Not Observable ;building envelope.Thermal l'envelope represented on INotApplicable +„ C 10 construction documents. s -- 3,1, ;Construction drawings and ®Complies ;Requirement will be met. 103.2, documentation demonstrateioes Not 403.7 ;energy code compliance for [PR311 ;lighting and mechanical systems, iL Not Observable ; ;Systems serving multiple ; ®Not Applicable + ;dwelling units must demonstrate ;compliance with the IECC ;Commercial Provisions. 302.1, ;kleating and cooling equipment is; N°Neatpng: w Heating: ;[Icomplies :Requirement will be met. 403.7 Isized per ACCA Manual S based ; Btu/hr ; Btu/hr �l�Ooes Not IPR2]2 ion loads calculated per ACOA ; Cooling* Cooling: ° .]Not Observable ga ;Manual J or other methods Btu/hr Btu/hr «approved by the code official. ; ;©Not Applicable n , ; d Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2 ,Medium impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 5335 The Long Way Report date: 07/06/22 Data filename: Page 3 of 10 Section Plans Verified Field Verified # Foundation lnspectlon Value Value Complies? Comments/Assumptions &Re .ID 402,L l ;Conditioned basement wall ; R-_ R- , 1Complles ;See the Envelope Assemblies :insulation R-value.Where interior ; I table for values. [FO4[ , R- R- ❑Does Not , ;insulation is used,verification " p❑Not Observable 'may need to occur during :lnsulation inspection,Not : „❑Not Applicable :required in warm-humid locations; k ;in Climate zone 3. 303.2 'Conditioned basement wall ❑Complies „Requirement will be met, [F0511 ;Insulation installed per []Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402,2.9 :Conditioned basement wall ft ft :❑Complles ;See the Envelope Assemblies [F0611 :insulation depth of burial or InDoes Not ;table for values, distance from top of wall. , ;❑Not Observable „[]Not Applicable 402.2.11 Unvented crawl space wall R- R- IClComplies ;See the EnvelopeAssembiles d [F0711 1,insulation R-value. R_^ R_ ;❑Does Not Mable rorvalues, 'J w ;[]Not Observable w ❑Not Applicable 303.2 ;Unvented crawl space wall ❑Complies p [FO811 :insulation installed per ODoes Not manufacturer's instructions. [JNot Observable I ❑Not Applicable 402,2,11 :Unvented crawl space continuous ❑Complies ; [1709111 :vapor retarder Installed over ❑Does Not (exposed earth„joints overlapped :by 6 in.and sealed,extending at []Not Observable .least 6 in, up and attached to the []Not Applicable :wall. 402.2.11 :Unvented crawl space wall ; in, : in. ,❑Complies ",See the EnvelopeAssemblles [FO10]1 (insulation depth of burial or : : UDoes Not ;table for values. :distance from top of wall. ; r ;❑Not Observable t U ;❑Not Applicable 303.2.1 qA protective covering is Installed y IlComplles :Requirement will be met, [FO1112 to protect exposed exterior ❑Does Not insulation and extends a : �t . minim ,[:]Not Observable l um of 6 in. below grade, , ❑Not Applicable u 403.9 Snow-and ice-melting system ❑Complies Exception: Requirement is [FO12]2 :controls installed. ❑Does Not 'not applicable. V ❑Not Observable [ ❑Not Applicable Additional Comments/Assumptions; 11 I"ligh Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Law impact(Tier 3) Project Title:5335 The Long Way Report date: 07/06/22 Data filename: Page 4 of 10 i[FR111 ection Plans Verlfled Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions Req.ID'' ;❑Complies ,See the Envelope Assemblies 2„1.1, Door U-factor. U- U- ;table for values, 2.3.4 ❑Does Not , :❑Not Observable I ; Not Applicable 402x1.1, „Glazing U-factor(area-weighted I U- U- ;CComplies ;see the Envelope 402.3.1, :average). : ;❑Does Not :table for values, 402.3.3, 402,5 : ;❑Nat Observable a [FR2]1 : ; ;❑Not Applicable tpj 4 : r r r r b r � 303.1,3 ;U-factors of fenestration products ❑Complies "Requirement will be met, [FR411 :are determined in accordance ®Does Not :with the NFRC test procedure or []Not Observable :taken from the default table. ❑Not Applicable [ 402.4.1.1 ;Air barrier and thermal barrier „ ❑Complies ,Requirement will be met. [FR2311 :installed per manufacturer's ,UDoes Not n !instructions. v [jNot.Observable ; C]NotApplicable 402.4.3 ;Fenestration that is not site built ❑Compiles :Requirement will be met. [FR20]1 :is listed and labeled as meeting []Does Not ;AAMA IWDMA/CSA 101/l.S.2/A440 ❑Not Observable u ;or has infiltration rates per NERC 1400 that do not exceed code ;' Mot Applicable a yllmits, ' 402,4,5 :IC-rated recessed lighting fixtures ❑Complies :Requirement will be met. [FR16]2 1 sealed at housing/interior finish []Does Not and labeled to indicate s2.0 cfm ;leakage at 75 Pa. []Not Observable i k ❑Not.Applicable 403.3.1 ;Supply and return ducts in attics '” ❑Complies :Requirement will be met, [FR1211 insulated>= R-8 where duct is ❑Does Not >=3 Inches in diameter and>_ ❑Not Observable R-6 where<3 inches.Supply and return ducts in other portions of ❑Not Applicable :the building insulated>= R-6 for ;:diameter>=3 inches and R-4.2 ` ' .for<3 inches in diameter. 1 403.3.2 !Ducts,air handlers and filter omplie :Requirement will be met. [FR1311 boxes are sealed with ❑D'oes Not N ;joints/seams compliant with []Not Observable y llntematlonal Mechanical Code or International Residential Code,asNot Applicable :applicable. x 403.3.5 ;Building cavities are not used as ❑Complies Requirement will be met, [FR1513 ducts or plenums. ❑Does Not Ai ❑Not Observable ". ❑No't Applicable 403.4 HVAC piping conveying fluid? :' ❑Does No :Requirement will be met. ' R- R- '❑Corr�plle z :above 105 QF or chilled fluids ; 1 t :below 55 F are insulated to_R , ,3 :❑Not Observable ❑Not Applicable a 403.4,1 ;Protection of insulation on HVAC ❑Corrmplles ;Requirement will be met. [FR2411I in I n p p g. ,. �❑Does Not ❑Not Observable W _ ❑Not Applicable 4035.3 4Hot water pipes are insulated to R- R-_ tlDoes ll Ocornpll s Requirement will be met. If R1812 ot " !❑Not Observable 1 :,,[]Not Applicable 1 lHigh Impact(Pier 1.) 2 Medium Impact(Tier 2) 3 (Ti Low Impact er p3) Project Title: 5335 The long Way Report date: 07/06/22 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & ReS.111) 1403.6 ;Automatic or gravity dampers are I.Icomplies 'Requirement will be met, jF'R19]2 binstalled on all outdoor air s[]Does Not ;intakes and exhausts. jpNot Observable I 1E INot Appllcable Additional Comments/Assumptions: 1 High Impact(Fier 1) 2 Medium Impact(Tien°2) 3 Low Impact(Tier3) Project Title: 5335 The Long Way Report date: 07/06/22 Data filename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Re .ID 303.1 All installed insulation is labeled p ❑Complies lRequirement will be met. [IN13]2 orthe installed R-values I❑goes Not provided. ❑Not Observable ❑Not Applicable M 402.1.1 R }.Floor insulation R-value. R; ' ;❑Complies ;see the Envelope Assemblies 402.2.6 ! ❑ Wood „E] cod ;❑Does Not Mable for values. [IN1]1 ; Steel , Steel ❑ ,❑ ,❑Not Observable ! ! ! ;❑Not Applicable i tl l , 303.2, „Floor Insulation Installed per �? ocomplies 402.28 umanufacturer's instructions and ❑Does Not [IN2]1 ;ln substantial contact wiLb the J ❑l of Observable ;underside of the subfloor,or floor ❑NbtAppllcable Warning cavity insulation is in ;contact with the top side of !sheathing,or continuous !'insulation is installed on the .4 underside of floor framing and ,extends from the bottom to the ! ,top of all perimeter floor framing members. 1402.1.1, ;Wall insulation R-value.If this is a; R- R !❑Complies 'See the Envelope Assemblies 4.022.5, ',mass wall with at least 1/2 of the n❑ Wood „❑ Wood UlDoes Not „table for values. 1402,2.6 ;wall insulation on the wall ❑� Mass El mass a❑Not Observable [IN3]1 ;exterior,the exterior Insulation ❑ Steel a❑ Steel 1❑No Applicable ,requirement applies(FR10). n b , , a x w n a r + r 303.2 ;Wall insulation is installed per ❑Cornplies Requirement will be met. [IN4]1 manufacturer's instructions. , ❑Does Not Mot Observable r u ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact{Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5335 The Long Way Report date: 07/06/22 Data filename: Page 7 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? CommentslAssumptions &Re .ID 402.1.1, !.Ceiling insulation R-value. R- ,` R- ,❑❑Complies ;see the Envelope Assemblies 402.2.1, 1 F] Wood [] Wood Does Not table for values. 402.2.2, l El Steel y❑ Steel ❑Not Observable 402.2.6 [FI1]1 N y 1E]Not Applicable n , F 4 I 303.]1.1.1,;Ceiling insulation installed per 0Complies ,'Requirementwill be met. 303,2 !manufacturer's instructions. []Does Not 1 Imp !Blown insulation marked every 1 ❑Not Observable 300 fk2. Mot Applicable . a 402.2.3 ;dented attics with air permeable ,° ®Complies [FI2217 :Insulation Include baffle adjacent MDoes Not ! ito soffit and eave vents that ;extends over insulation. ❑!Not Observable C . ; [ NotApplicable p 402.2.4 lAttic access hatch and door ! R- R-— ❑Complies Requirement will be met, [FI311 insulation-eR-value of the ❑Does Not !adjacent assembly. ;, 1❑Not Observable „ ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 1 ACH 50 = :❑Complies C Requirement will be met. [FI1711 :ach in Climate Zones 1-2,and y❑Does Not !<=3 ach in Climate Zones 3-8. 1 : : ;❑Not Observable " ❑NNot Appilcable d 403,3 3 Ductsrdetermine air pressure tested to cFm/100 cfm[100 ;]Complies Requirement will be meta 403,3 '' p ! leakage with : — ,❑Does Not Neither:Rough-in test:Total yleakage measured with a y !❑Not Observable I pressure differential of 0.1 inch : !❑Not Applicable y 4.g.across the system including : !the manufacturer's air handler u enclosure if installed at time of : I r ;test.Postconstruction test:Total ! ! rr ;leakage measured with a ! S :pressure differential of 0.1 inch ! 1 1w.g.across the entire system ;including the manufacturer's air ! !handier enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ![]Complies ;Requirement will be met. [FI411 lcfm/100 ft2 across the system or p ftz ftz ❑'Does Not <=3 cfm/1.00,ft2 without air 'handl'er @ 25 Pa,For rough-in : !❑Not Observable o Itests,verification may need to ! :[]Not Applicable „ ;occur during Framing Inspection. ^, 4013.2.7 ; :r handler leakage designated [ Complies Requirement will be met. [FI2411 :by manufacturer at<=2%of []Does Not odesign air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [FI912 !installed for control of primary ❑Does Not ;heating and cooling systems and 1 ',,initially set by manufacturer to ❑Not Observable code specifications, � - �� C]NotAppllcable 403.1.2 ;Heat pump thermostat installed N [Complies !Exception: Requirement is [FI 10]2 on heat pumps. DDoes Not 'not applicable. Not Obseryable i []Not Applicable 403.5.1 ,Circulating service hot water 0complies :Requirement will be met. [F11112 systems have automatic or - ❑Does Not „accessible manual controls. „ I ❑Not Observable ❑Not Applicable , 1 Ifigh Impact filer 1) 2 Medlum Impact(Fier 2) 3 Low Impact{Tier 3) Project Title:5335 The Long Way Report date: 07/06/22 Data filename: Page 8 of 10 Section Plans Verified Field Verified it Final inspection Provisions Value value Complies? Comme»ts'Assumptions &Req.id 403.6. *,All mechanical pent mlee�enFi ston em � mpNot liesRequirement will be meta [FI251 "fans not art of tested and listed ®Doe p „HVA equipment Y i[�Not Observable and airflow limits per Table 9 1 R403.6.1. d ONot Applicable 403.2 „loot water boilers supplying heat z 111Complies ,Requirement will be met. [FI26]2 ;through one-or two-pipe heating tODoes Not ,systems have outdoor setback :control to lower boiler water UNot Observable :temperature based on outdoor j0Not,Applicable " " temperature. ' 403.5.1.1 :Heated water circulation systems CJComplies ,Exception: Requirement Is [F128]2 I have a circulation pump.The ]Does Not N not applicable. ;system retum pipe Is a dedicated d ]�N�ot Observable :return pipe or a cold water supply rrr w 1pipe.Gravity and thermos �' 1EINo�tApplicable ;syphon circulation systems are not present.Controls for circulating hot water system ,pumps start the pump with signal for hat water demand within the r :occupancy,Controls p ;automatically turn off the pump l " i when water Is in circulation loop i Ns at set-point temperature and , w !no demand for hot water exists. 403.51.2 !Electric heat traces stems : Co s lien :Exception:Requirement is [FI29] ;comply Controls with EEE 15.1 or UL dDo P automatically ! Not of ;not applicable. ladiust the energy input to the Observable :heat tracing to maintain the CE!Not Applicable desired water temperature In the �plping 4035.2 :Demand recirculation water .0Complies „Exception: Requirement is [F130]2 ;systems have controls that DDoes Not not applicable. ;manage operation of the pump 1[]Not Observable and limit the temperature of the 1= i waterentering the cold water CNot Applicable i plping to<= 10491'. 403.5.4 ;Drain water heat recovery units 10complies :Requirement will be met. [F131]2 !tested in accordance with CSA ![ Does Not ;655.1,Potable water-side ;pressure loss of drain water heat ONot Observable nrecovery units<3 psi for FIN otApplicable i B ;individu,al units connected to one w " or two showers, Potable water- 1 :side pressure loss of drain water heat recovery units<2 psi fr r ,indlvldual units connected to l three or more showers, 404.1 *, 90%or more of permanent : ° °DC+omplles *,Requirement will be met, [FI6] Mflxtures have high efficacy lamps. : ®Hoes Not ; I ]Not Observable i ONot Applicable 404.131 lFuel ghtingIsylight. []Does have �" [Oomplies :Requirement will be met. [FI23] P IyUNot Observable : " PNot Applicable 401.3 :Compliance certificate posted. ' Compiles :Requirement will be met. 1 [F17]2 u � �ODo+as Not i Not Observable n " , ] 'ot Applicable : I1 lHigh Impact fifer 1) 2 ,Medium Impact(Tier 2) L3J Low Impact[iier3? Project Title: 5335 The Long Way Report date: 07/06/22 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .IQ 303.3 (Manufacturer manuals for 10com,plles Requirement will be met, [1`118)3 Gmechanical and water heating PDoes Not ;systems have been provided, ;[]Not Observable ([ Not Applicable Additional CommentsJAssumptions: 1 High Impact(Tier 1) 2 Medi Lim Impact(Tier 2) 3 Low Impact{Tier 3) Project Title: 5335 The Long Way Report date: 07/06/22 Data filename: Page 10 of 10 1 IECC Energy Efficiency c ifica e Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 14.00 Floor 19.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0,30 0.30 Door 0.20 Heating System: Cooling System- Water Heater: Name: Date:. Comments Load Short Form Job: 5335 The Long Way Date: 07/06/2022 Whole House By: Marvin Murillo Home Energy solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: Levas Residence 5335 The Long Way, East Marion, NY 11939 ® - • o1 11 o Htg Cig Infiltration Outside db(°F) 15 85 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 57 10 Fireplaces 1 (Loose) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 32 38 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH#1 1949 23884 18624 967 967 AH#2 1466 19555 11292 600 600 Whole House 3415 43438 29916 1567 1567 Other equip loads 11662 2113 Equip. @ 0.90 RSM 28954 Latent cooling 5462 TOTALS 3415 i 55100 I 34416 I 1567 1567 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigihts ii'1 ., 2022-Jul-06 16:22:24 Right-Suite®Universal 2021 21.0.08 RSU25299 Page 1 AC ...Man J-S-D The Long Way_5335_Levas Residence.rup Calc=MA Front Door faces: S M i..: t:. w i_ R ,... Y Load Short Form Job: 5335 The Long Way +P�.eN nLr rw Date: 07/06/2022 AH #1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysoluUons.com • • • For: Levas Residence 5335 The Long Way, East Marion, NY 11939 Htg Clg Infiltration Outside db(°F) 15 85 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 57 10 Fireplaces 1 (Loose) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 32 38 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model EVG 110 Cond RA1630AJlNB AHRI ref 10511533 Coil RH1T3617STANJA AHRI ref 7941343 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 110000 Btuh Sensible cooling 20300 Btuh Heating output 101000 Btuh Latent cooling 8700 Btuh Temperature rise 95 'F Total cooling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Dining Room 225 3395 2177 137 113 Living Room 341 3635 2650 147 138 Bedroom 2 189 3004 1564 122 81 Bath 68 645 375 26 19 Hall 101 0 0 0 0 Bedroom 1 189 2549 1512 103 79 PW DR 36 590 241 24 12 Entry 75 1749 837 71 43 Foyer 68 0 0 0 0 Stairs 1 68 0 0 0 0 Family Room 323 7092 5819 287 302 Kitchen 269 1225 3450 50 179 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w'rightsoft- 2022-Jul-06 16:22:24 rca., ..... Right-Suite@ U niversal 2021 21.0.08 RSU25299 Page ...Man-J-S-D The Long Way_5335_Levas Residence.rup Calc=MA Front Door faces: S AH#1 1949 23884 18624 967 967 Other equip loads 7470 1354 Equip. @ 0.90 RSM 18060 Latent cooling 6622 TOTALS 1949 31354 24682 i 967 967 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrih� f 2022-Jul-06 16:22:24 . Aw.. ;..,. Right-Suite®Universal 2021 21.0.08 RSU25299 Page ...Man-I-S-D The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S Load S'hOrt orm Job: 5335 The Long Way Date: 07/06/2022 AH #2 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com ® O 0 • For: Levas Residence 5335 The Long Way, East Marion, NY 11939 e - • formation Htg Clg Infiltration Outside db (°F) 15 85 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 57 10 Fireplaces 1 (Loose) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 32 38 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model EVG 110 Cond RA1618AJlNB AHRI ref 10511533 Coil RH1T2417STANJA AHRI ref 7940565 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 110000 Btuh Sensible cooling 12600 Btuh Heating output 101000 Btuh Latent cooling 5400 Btuh Temperature rise 153 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.77 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft=) (Btuh) (Btuh) (cfm) (cfm) Bedroom 4 297 4954 4509 152 240 OTB 333 3156 953 97 51 Bedroom 3 323 5522 2919 169 155 Bath 3 86 1567 697 48 37 Closet 49 0 0 0 0 Stairs 2 63 743 325 23 17 Loft 153 2078 1130 64 60 Bath 4 87 1534 1 759 47 40 Hall 2 75 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.. wri ghtsoft— 2022-Jul-06 16:22:24 Right-Suite®Universal 202121.0.08 RSU25299 Page AM Man-J-S-D The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S AH#2 1466 19555 11292 600 600 Other equip loads 4191 759 Equip. @ 0.90 RSM 10895 Latent cooling 3596 TOTALS 1466 23746 14491 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 'WrM'rfight oft, 2022-Jul-0616:22:24 Man-JS-D_Th" - 11" , 11 " Right-Suite®Universal 2021 21.0.06 RSU25299 Pages he Lang Way_5335_Levas Residence.rup Calc=MJ6 Front Door faces: S N Foundation ..._. Mechanical Legend Sheet Metal Supply Trunk Sheet Metal Return Trunk Flex Duct Supply GrillefRegister GOelt egisterAWie Wall rill Register Existing BSMT L 5 4 Existing BSMT' 4 " 5„ 5 " New Basemen 'Ret Riser 18 x 10 14x 10 18x 10 5 �Mech 6x 111 \11x10 J I 6x10 6x10 14x10 4 „ 91, Sup Riser Rel,Riser 14x10 11x10 ql 5 „ 5 6., t1. 7 BSMT Stairs 5 Q Ret Riser 14x 10 5 ° BSMT Ctose BSMT Bath New Crawl 4 Garage 5 --J Job#: 5335 The Long Way Home Energy Solutions Scale: 1 : 96 Performed by Marvin Murillo for: Page 1 Levas Residence 187 E.Main St Right-Suite(E)Universal 2021 5335 The Long Way Huntington,NY 11743 21.0.08 RSU25299 East Marion,NY 11939 Phone:631-673-0664 2022-Jul-06 16:22:41 www.home-energysolutions.com GDLaMay3@gmail.com ...ong Way_5335_Levas Residence.r... N 1st Floor � lec8ranical Leger! Sheat Metal Supply Tru nk� . Sheet Metal Retum Trunk Flex Ducl Supply GdlledRegister j rillel tt i ter Above J .....Wall rilleiRe roster 69 efin Ir 37 cfin 37 cfm 61 cfraa 61 din Bedroom 2 Dining Room Living Room 69 cfrn Ret Riser 11x10 I1xI0 Both 428 cfrn Hall 26 cfrn Kitchen l71 efiea Foyei Stairs 1 Ret Reser 14 x 10 Bedroom 1 553 cfita Entry PWDR 71 cfrn 103 c 24 cfm fin 14xIrI Family Roan 76 cfan 76 cfm 76 cin 7 m 1 6 cf Job#: 5335 The Long Way Home Energy Solutions Scale: 1 : 96 Performed by Marvin Murillo for: Page 2 Levas Residence 187 E.Main St RightSuite@ Universal 2021 5335 The Long Way Huntington,NY 11743 21.0.08 RSU25299 East Marion,NY 11939 Phone:631-673-0664 2022-Jul-06 16:22:41 www.home-energysolutions.com GDLaMay3@gmail.com ...ong Way_5335_Levas Residence.r.,. 2nd Floor Mechanical Legend Sheet Metal Supply Trunk ` Sheet Metal Return Trunk 1 Flex duct Supply GrillelRegister GriilelRegister Above i ._r _. ...... . 'halt GrillRegiter� 48 cfan 1 48 cfm 6" 120 ,11rt-jj-^-� \7 n� OTB Bedroom 4 4 " Bedroom 120 cfm 6x 10= 600 c.f m .:8x10 7" „4 �r1,ttt 6x 10 6 U LLL Nall 2 12 x 10 6x 10 L64 Bath 3 jqfin 4 Bath 446�� Stairs 2' 48 cfm 47 cf»t Loft 23 q rt 4' Closet Job#: 5335 The Long Way Home Energy Solutions Scale: 1 : 96 Performed by Marvin Murillo for: Page 3 Levas Residence 187 E.Main St RightSuite@ Universal 2021 5335 The Long Way Huntington,NY 11743 21.0.08 RSU25299 East Marion,NY 11939 Phone:631-673-0664 2022-Jul-06 16:22:41 www.home-energysolutions.com GDLaMay3@gmail.com ..ong Way_5335_Levas Residences... iw` II i.. li- wily. Manual S Compliance Report Job: 5335 The Long Way p p Date: 07/06/2022 AH #1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysoludons.com Project Information— For: Levas Residence 5335 The Long Way, East Marion, NY 11939 Design Conditions Outdoor design DB: 85.4'F Sensible gain: 19977 Btuh Entering coil DB: 76.3°F Outdoor design WB: 73.0'F Latent gain: 6622 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 26600 Btuh Indoor RH: 50% Estimated airflow: 967 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RAI 630AJ1NB+RH1T3617STANJA Actual airflow: 967 cfm Sensible capacity: 24332 Btuh 122%of load Latent capacity: 5140 Btuh 78%of load Total capacity: 29472 Btuh 1110/6 of load SHR 83% ME • • Design Conditions Outdoor design DB: 14.6°F Heat loss: 31354 Btuh Entering coil DB: 64.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: EVG 110 Actual airflow: 967 cfm Output capacity: 101000 Btuh 322%of load Meets all requirements of ACCA Manual S. •f es 2022-Jul-0616:22:24 Right-Suite(E)Universal 2021 21.0.08 RSU25299 Page l AM Man J-S-D_The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S Manual S Compliance Report Job: 5335 The Long Way p p Date: 07/06/2022 AH #2 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com • Information For: Levas Residence 5335 The Long Way, East Marion, NY 11939 Design Conditions Outdoor design DB: 85.4°F Sensible gain: 12052 Btuh Entering coil DB: 76.2°F Outdoor design WB: 73.0°F Latent gain: 3596 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 15648 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RAI 618AJ1NB+RH1T2417STANJA Actual airflow: 600 cfm Sensible capacity: 16917 Btuh 140%of load Latent capacity: 2253 Btuh 63%of load Total capacity: 19171 Btuh 123%of load SHR: 88% Design Conditions Outdoor design DB: 14.6°F Heat loss: 23746 Btuh Entering coil DB: 65.TF Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: EVG 110 Actual airflow: 600 cfm Output capacity: 101000 Btuh 425%of load Meets all requirements of ACCA Manual S. vvrioh" 2022-Jul-06 16:22:24 ..... .� Right 2021 21.0.06 RSU25299 Page 2 9 Man-J-S-D Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S is Ihui Vm IL a a i,.t: Duct System Summa Job: 5335 The Long Way o a Date: 07/06/2022 AH #1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysoludons.com For: Levas Residence 5335 The Long Way, East Marion, NY 11939 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.36 in H2O 0.36 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply/return available pressure 0.174/0.166 in H2O 0.174/0.166 in H2O Lowest friction rate 0.075 in/100ft 0.075 in/100ft Actual air flow 967 cfm 967 cfm Total effective length(TEL) 456 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath h 645 26 19 0.101 4.0 Ox 0 VIFx 20.0 152.0 st313 Bedroom h 2549 103 79 0.095 6.0 Oxo VIFX 29.0 155.0 st3 Bedroom 2 h 1502 61 41 1 0.096 5.0 Ox 0 VIFx 16.5 165.0 st3 Bedroom 2-B h 1502 61 41 0.086 5.0 Ox 0 VIFx 27.5 175.0 st3A Dining Room h 1697 69 57 0.075 5.0 Ox 0 VIFx 11 48.5 185.0 st2A Dining Room-A h 1697 69 57 0.0951 5.0 Ox 0 VIFx 41.0 142.0 st213 Entry h 1749 71 43 0.079 5.0 Ox 0 VIFx 34.0 185.0 st2 Family Room c 1455 72 76 0.078 5.0 Ox 0 VIFx 64.5 160.0 st2 Family Room-A c 1455 72 76 0.075 5.0 Ox 0 VIFx 63.0 170.0 st2 Family Room-B c 1455 72 76 0.078 5.0 Ox 0 VIFx 54.0 170.0 st2 Family Room-C c 1455 72 76 0.080 5.0 Ox 0 VIFx 43.5 175.0 st2 Kitchen c 3450 50 179 0.079 9.0 Ox 0 VIFx 46.0 175.0 st2A Living Room h 909 37 34 0.082 4.0' Ox 0 VIFx 33.0 180.0 st2 Living Room-A h 662 37 34 0 01 Ox 0 VIFx 0 0 Living Room-B h 662 37 34 0 0 Ox 0 VIFx 0 0 Living Room-C h 909 37 34 0.086 4.0 Ox 0 VIFx 18.5 185.0 st2 PWDR h 590 24 12 0.078 4.0 Oxo VIFx 32.5 190.0 st2 hof,, 2022-Jul-0616:22:24 „ Right-Suite®Universal 2021 21.0.08 RSU25299 Pagel ..Man-JS-D_The Long Way_5335_1-evas Residence.rup Calc=MJ8 Front Door faces: S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 642 719 0.075 740 12.9 10 x 14 ShtMetl st3 Peak AVF 251 179 0.086 602 8.5 10 x 6 ShtMetl st3A Peak AVF 87 60 0.086 209 5.7 10 x 6 ShtMetl st3 st3B Peak AVF 26 19 0.101 63 3.5 10 x 6 ShtMetl st3A st2A Peak AVF 187 292 0.075 701 9.2 10 x 6 ShtMetl st2 st2B Peak AVF 69 57 0.095 350 6.0 0 x 0 ShtMetl st2A Return Branch Detail • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 465 553 222.5 0.075 568 11.7 10x 14 ShMt rt2 rb2 Ox 0 428 346 200.0 0.083 561 10.4 10x 11 ShMt rt2 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 893 898 0.075 719 14.0 10 x 18 ShtMetl wright tsoft- 2022-Jul-0616:22:24 Right-Suite®Universal 2021 21.0.06 RSU25299 Page 2 Man-J-S-D The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S l II IN9 L, I., N I. R.C' 1¢' Duct System Summa Job: 5335 The Long Way Date: 07/06/2022 AH #2 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysoludons.com ---------- Project • • For: Levas Residence 5335 The Long Way, East Marion, NY 11939 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.26 in H2O 0.26 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply/return available pressure 0.177/0.063 in H2O 0.177/0.063 in H2O Lowest friction rate 0.068 in/100ft 0.068 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 352 ft Ft Design Htg Clg Design Dlam H x W Duct Actual g.E qv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 3 h 1567 48 37 0.070 4.0 Ox 0 VIFx 22.1 230.0 st4A Bath 4 h 1534 47 40 0.068 4.0 Ox 0 VIFx 29.1 230.0 st5A Bedroom 3 h 2761 85 78 0.076 6.0 Ox 0 VIFx 33.3 200.0 st4 Bedroom 3-A h 2761 85 78 0.073 6.0 Ox 0 VIFX 22.4 220.0 st4A Bedroom 4 c 2255 76 120 0.072 7.0 Ox 0 VIFx 34.4 210.0 st5 Bedroom 4-A c 2255 76 120 0.072 7.0 Ox 0 VIFx 26.3 220.0 st5A Loft h 2078 64 60 0.085 5.0 Ox 0 VIFx 13.5 195.0 st5 OTB h 1578 48 25 0.073 4.0 Ox 0 VIFx 20.9 220.0 st5 OTB-A h 1578 48 25 0.076 4.0 Ox 0 VIFx 19.0 215.0 1 st4 Stairs 2 h 743 23 17 0.080 4.0 Ox 0 VIFx 15.0 205.0 st4 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 289 235 0.070 693 9.3 10 x 6 ShtMetl st1 st4A Peak AVF 133 115 0.070 319 7.0 10 x 6 ShtMetl st4 st5A Peak AVF 123 160 0.068 384 7.5 10 x 6 ShtMetl st5 st5 Peak AVF 311 365 0.068 657 10.2 10 x 8 ShtMetl st1 st1 Peak AVF 600 600 0.068 720 12.3 10 x 12 ShtMetl w"M/Ip iah'ts t- 2022-Jul-0616:22:24 „�,. Right-Suite®Universal 2021 21.0.08 RSU25299 Page ...Man-J-S-D The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S Grille Htg clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 600 600 92.6 0.068 430 16.0 Ox 0 VI Fx 44A- 1wfV1"Ightsof" 2022-Jul-0616:22:24 Right-Suite®Universal 202121.0.06 RSU25299 Pa9 e4 ATCA Man-JS-D The Long Way_5335_Levas Residence.rup Calc=MA Front Door faces: S ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER W.P. DUP.REC.-WATERPROOF `H'GF1 DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET " ----------- ------------ " 0 SURFACE MTD.-CLG. I I I I I I OP SURFACE MTD.-CLG. (Porcelain) 1 I RECESSED-CLG. I I I 1 b WALL MOUNTED --a -- -��- C DUP. FLOOD r--------------------------- ----- ----- --------------------------i-- I 1 1 44 HIGH INTENSITY, SWIZEL. RECESSED I I I I C� CLOSET LIGHT I 1 s❑ SHOWER LIGHT (Wet Location) UNDERCAB. FIXTURE I 1 I 1 I 1 ® ® DOORBELL/CHIME ' 1 ❑F EXHAUST FAN D I I j PADDLE FAN I I I I To I I I I I Ist Floor \ i PADDLE FAN / LIGHT ATTIC FAN I I I I ❑ z SPEAKER CTV v l i / I -& i \. I i 0 TELEPHONE I I To I I \ I j O CABLE VISION Ist F oor I \ I I © COMPUTER (Cable t Phone) /' I H❑ LIGHT W/ HEAT/FAN/NIGHT LIGHT I TO I \ I I Q THERMOSTAT C Ist Floor FAN/LIGHT z —• —• � •—•— —.------------------—. —.—.—.—.—. — — — —i—•—•— — I e SMOKE DETECTOR ��+ W I STV 1 ` I o o I E�L-L eco CARBON MONOXIDE DETECTOR I I I I I O I \ I I I SWITCH 3 I I I I I 1 1 1 I I SWITCH 3-WAY II \ I I �— ————————————————————————————————————— — —II 1 / I 3 a j $4 SWITCH -4-WAY T Light/Switc 40 SWITCH W/ DIMMER rin- t+c, To / $w SWITCH WATERPROOF DRAWING TITLE: \ TV JS JAMB SWITCH Ist Floor s i ELECTRICAL Attic 1 K❑❑P KEY PAD 2ND FLOOR j 1 Access) / I I I EX EXISTING I I • I I --------------- --- I � 1 1 a \ 1 I I Oo I I F------- ------- I F-------- / I 1 JOB: LEVAS I I 1 RESIDENCE I III � III II 5335 THE LONG WAY Iuh I I EAST MARION. NY II 1 i TOWN OF SOUTHOLD I IIII -----------,--�r--=--rr—�------ ------ ---J SCTMu 1000-21-05-13 ------------------------ - - -ii 4r - I II 11 I Iuh 1 ARCHITECT: I II� II u I FREDERICK R. WEBER u 1 41 EAST MAPLE ROAD u u i GREENLAWN. NY' 11140 I II II I I 52 NOYAC PATH I I WATER MILL, NY 1191L I I ----�_____�-�_ - - - - - - - - - J TEL L31 154-5555 fweberarchitecteyahoo.com SEAL- r+.' ❑ lir. 'mak':. 2ND FLOOR = 1,13.4 SF i ELECTRICAL 2ND FLOOR tio�T REV.: DATE: JULY 25, 2022 SCALE: 1/4" = 1'-0" JOB NO: w2O21O9 DRAWING NO. E2 OF E2 I oZJ. —�- 13 SS�ssa�2.5 1�o�Oox0- 101A`//� ate• SITE DRAINAGE: \' DO FREDERICK ROBERT DRU AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) WEBER A, B HOUSE, GARAGE, 2910 sf x AV Rain = 483 cf (2) 8' Dia. x 6' Deep w/ 501 Cr PORCHES, DECK Traffic Bearing Top APPROVED AS NOTED ARCHITECT OA • B.P.# House, Garage and Porch Roofs to have Gutters t Leaders Connected to Underground Drainage Structures (Typ:) =��BY: �_.,, 8'0 Ring: 42.25 cf/Ft of Height NOTIFY BUILDINGDEPARTMENTAT 6317651802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: t. FOUNDATION-TWO REQUIRED CONCRETE F( .`$POURED CONCRETE COVER OR Z ROUGH-FRAMING&PLUMBINQ TRAFFIC C.I. GRATE 9. INSULATION BEA RING -,;t- 9L 4. FINAL-CONSTRUCTION MUST 4 AB PRECAST BECOMPLETE FOR CO. CONCRETE ALL CONSTRUCTION SHALL MEET THE CHIMNEY REQUIREMENTS OFTHE CODESOF NEW YORK STATE. NOT RESPONSIBLE FOR FILTER CLOTH AGAINST PIPE \ DESIGN ORCONSTRUCTONERRORS WOVEN WIRE FENCE W/ 2"x7x3C STAKES, 12' OC i �a O DRIVEN IC MIN. INTO to i GRADE, EMBED FILTER CTYPICAL LOTH 6" INTO GROUND i DRAINAGE RING > 1 FLOW 8'—Ot'O I �/ SLOPE � .. I I z I 2' CLEAN SAND t I � GRAVEL FILL I CROSS SECTION ^ SILT FENCE DETAIL TYPICAL SECTIONS DRAINAGE RING H I� I—i W v BOUND HAY BALE ry• FILTER CLOTH AGAINST PLACED ON CONTOUR V 1 WOVEN WIRE FENCE W/ W/ 2"X2" STAKES (1.5'-2' 2 x2 x36 STAKES, 12 OC NB ) DRIVE STAKES COASTAL EROS(0 AR rycb DRIVEN 16" MIN. INTO TOP OF HAY N HAZ cp• GRADE, EMBED FILTERLE FIRST STAKE RD LINE CLOTH 6" INTO GROUNDREVIOUSLY LAID 59.1 BALE FeNc� W PROPERTY OWNER: CHMpukk LO.O ANGELA L E V A S FENCE TOP REEF FENCE i2.0715 ��B�bL4'/E c1.0 SITUATE: EAST MARION FLOWSLOPE .. �c � ;� " ��`;� k�`J� L3� of e SUFWN FOLK COUNTY. NEW WYORK SURVEY INFORMATION: PAUL BAR LSNKI Y LAND D SURVEYING DRAWING TITLE: CROSS SECTION FACE VIEW PHONE: (631) 294-6985 FENCE FAX: (631) 62-1-3186 SITE PLAN BALE t SILT FENCE DETAILS 13.27111PAULBARYLSKIEDYAHOO.COM L23 L28 `__ SURVEYED: DECEMBER 21, 2021 ELEVATIONS ARE REFERENCED TO NAVD 1988 s LOT NO. 142 AS SHOWN ON MAP OF PEBBLE BEACH FARMS FILED JUNE II, 1915, FILE NO. 6266 t LAND N/F CHRYSA LIVANOS SEte�;�K' Ao �, SCTM# 1000-21-05-13 ---___-____50.----' c2 r. 'oma ��= LAND N/F LOT AREA: 52,534.1 SF, 1.21 ACRES JOB: ay JOHN BUILDABLE LAND: 28,431 SF ' LEVA5 ZONING: PER MAP NOTE: o�iytiG ZOITAS PEBBLE BEACH ED RMS OF RESIDENCE ALL NEW WORK �� of G _ OO E3'LU FROM OP O AFpoFR FRh�p� YARDS: (PRINCIPAL SETBACKS) 5335 THE LONG WAY FRONT 25' EAST MARION, NY SIDE (ONE): 1.5' EXIST100, gCIC TOP OF BLUFF SIDE (BOTH): 11.5' TOWN OF SOUTHOLD DECK ........ .......................... ...... REAR: 25' 5CTM# 1000-21-05-13 DECK - _ --- -- ---______-- IO.0/E LP TANKS LOT COVERAGE (ALLOWED): 20% (MAX.) HAYBALE/ EXISTING DECK , - 0 , SILT FENCE r D x I o HEIGHT (MAX.): 35', (2) STORIES ARCHITECT: EXISTING DECKS : At'/E EXISTING HOUSE: HAYBALE/ REDUCE 1318 SF c0i/ EXISTING GARAGE: 346 SF FREDERICK R. WEBER t:�:::::� "'�':� DECK SIZE "" SILT FENCE / EXISTING ADDITIONS 316 SF41 EAST EXfSTINGEXISTING NEW FRONT PORCH: GO SF GREENLAWNPNY U O OAD ::;:}`- / POOL EQUIP. ,ESIDENCE _ .:, 2-STORY FRAME ' NEW REAR PORCH: '416 SF FENCE RESIDENCE �/ LSNEE EXISTING DECKS: 32.4 SF 52 NOYAC PATH O.L. 17 AC SWIMMING POOL: 650 SF WATER MILL. NY 11914 �---- UNI. Em°rng ;tiprriri TOTAL: 3560 SF St 6s m GARAGE Gjee5eL9 slag sc.T NEUt:ROR ,, EXISTMG TEL 431 154-5555 / IE e l r/ RESIDENCE fuieberarchitecta ahoo.com ___ i Nea Staai1.3i/ 91'/m LOT COVERAGE (PROPOSED): 12.59 y BOX SRtepa�r/ ;/}; / Ewstmg Uelki — '/ EXISTING APPROVED _ at lotan steps i //'I SANITARY SYSTEM , p Grade 459.1 (4) BEDROOMS 1 't \OO a�(a✓ SEPTIC CERTIFICATION) f!.'7x t ^f d 5t. i DRx /I�d�i'aw 'yry 9 { a =" " DRAWING SCHEDULE a New l000 Gal btl tq DESCRIPTION �. �.. . Be no`ara o' / Property Lne) o. AI SITE PLAN / A2 FOUNDATION PLAN A3 IST FLOOR PLAN / / A4 2ND FLOOR PLAN SOT A5 ELEVATIONS OCT 1. 2022 REV.: AUG 4. 2022 m c A6 SECTIONS 5A'0 �b t Al FINISH SCHEDULE/ INTERIOR TRIM DATE: JULY 25, 2022 10 60 1' 0 O-01 ELEC SITE PLAN A8 CODE DETAILS. SCALE: 1" ' 30' 'E'-9 p~ Box I�� = 30"—OSI 2ND FRAMING (IST FLOOR) JOB NO: w202109 `�•No/07000 N `'$O00•F /3 CV, 545 �b H 52 ROOF FRAMING (2ND FLOOR) �S 2.09, DRAWING NO. �tii3o METER EI ELECTRICAL IST FLOOR PLAN 52.4 47'30'00, S t7o E2 ELECTRICAL 2ND FLOOR PLAN 37. S3� 30'Oo tiF S 3732, Qi Al �R'4NQ 51.0 �/ 51.5 o. T yF ONG Uy �o °off oF As oo 3�p�00• B AL r______________________T________—_ _— T_______———_——————_____—, 1--------------------, L---------- ---j r--------------------, DECK NOTES: FREDERICK il Existing Planters i l 43'_10"I Existing Planters i l ROBERT I „I I ---------- ---1 I I I Deck to be Located Beyond l 51_8= Orr 5'-8" I I " 6'-8' 5'-8" 4" 5'-8" 14rr 100' Bluff Setback WEBER -----�--- ----IIII-- IIII--IIII-- ---IIII-- ---------- Replace (2) 2x8 irder Post Supports ( eyond 100' Setbnc ) New Framing in Deck ---- -----IIII-- ---- _ _--__ Structure to be Pressure Treated --IIII-- - --IIII-- ---IIII-- � 71 I I I I I I I I Add Straps from D.J. to ARCHITECT r 0 4x4 Posts on 12"x12" P. Conc. 0 , I I I I Girder "Simpson" H8 SS I ---------J Piers (This Girder Line) co , I I I I I I I O 9 x I Add Staps from Girder to I L-_________J cN I I I I I Post "Simpson" LCE4 SS -- �--- I I I I I Existing Retrofit Post l �_________a I � R - Existing 4x4 Posts on 8"x8" � � I 9 I I I I LU , I P. Conc. Piers (This Girder Line) w ;;� I I I I I I Base "Simpson" RPBZ '.�C I I I �------------- F-Ex—t o TT-TxSL&I-der (Drop ! I I�3' I Existing (2) 2x8 Girder (Drop) I I I I I I f E New 4x4 Post Base ,�.: I IIII- -- - ----- ' -I_---IIII-- ----- ---- -- -a----- � Profile o Existing Steps I "Simpson" ABU44Z IIII ---- - ----- ----IIII-- IIII-IIII-- ----IIII-- J ________ �— I ------�] IIII- - e - _ I I L------------------IIII-1 I New IVAL" , _________- - 1'-4" Ili, 12'-5" ! I'-4" 2'-8" I'-4" onc. ier 12'-ID" I'-4" 2'-8" I'-4", I i L__ �3` 1- 3' Below Grade -- -- 1 I L-----------IIII-- I I I III =o o = I for Porch Post :o • ,�'-�).•. I I !;i"„i. , s I �.��•.• I I ..�.,r L-�----------IIII-- -- tr Support (Typ.) - �:�, ; l :• r--L=-----II-III----___-_-.;;o I = ,III, I I ------------------ • � -- I I_ O_ Ci Existing DECK Above L OD I I I I �jlll III,L 8'-0" N N 14'-4" (Structure to Remain) 14r_4rr I I I I I 0x° 11 Ill, m Cn m i I= I I I ap II Illi N $'—Q",+1 � a $�-$" I� I I I Ln NII IIII x W w R move Window, W ILn I I I II 1 W P ch Solid to Existing P. z Iii New 11li 2x8 Nailer fj' (Flush) Pr vide Bearing IF Replace Joist Hangers w SS Conc. Pier I I I I ____ forColumn_--- Above _-- -- Exrsti�2x8_Nailer i (FI sh) ______-- - - - I I I I __ I "Pin" New Found. II III Existing Window to Existing) Its Found. I 5'-16° Extend Studs Down New 8" P. Conc. , 1 I I w/ ( ) 5 Bars to Sill IF, "Simpson" ccs ";r, " cn ii 2" Closed 1 :° I 1 - I - ReAove -r p i 2#-S" L -2 II 4 -L III i Foundation Wall I : 1 p I <r > HDU2-Z Both Sides II Cell Spray Foam > w/ (2) 45 Bars , I , � I i 2lq Ga• -� �- II r__ftt � II Insulation (RI3) -' T(B on IL"x8" I , I r- I Oil ITan II I III I II (Spray w/Flame Cont. P. Conc. I , , I I I u �f-- ''-_l_-IIII II Retardant u IN w 2x10 F.J., 16 oc Footing I I I I ° 6"- +I II I I I I I �9 a = III I r I " Ill I II r �-- J -i +l $- lL I II 14 -8 v ` Remo a Existing I I I - `_t J I ° I Found Window, � I u- , I� II II f� w Saw- ut u I �I I in `r p u, I I= I II �, Existing �, i Propane +I II E—) l2) 2x8 Girder I I l I Height for III - _ �l i _I J�41I II O s »� �r Fired .. 8 P. Conc. ___ _ I �_ I Access N - r+ Boiler +I r- -I,,, II cv Foundation Wall Ir 2I �I -- -__ilii cn New 3 1/2"0 Steel A I I I I .' I E > M V 1 I I I I I I New N W Existing I -� Ii Pipe Column on •� w A 6 I I I I I I I I I I rr " Existin Deck I x = 36 x36 x18 P. Conc. x =� Al O I I I I i Above. Revise i °' I BASEMENT W BASEMENT I� II II Ftg. w/ (3) US Bars W I I I l Framing as I �n MECH II Both Wags .l„ uper- for II Fan Cod II y I I I I i Required I I" „ „ ,- " Water r. II - �� II II = 2x8 Girder I 8 6 -9 __ 7 6 '�` 6 -9 �` II L 7 II 41, II 6'-L" 6'-3" 8" I_J_1_1 -- F-�--I I r --I r— r— —� II —I II r— —.1 n I lv — I I Exiting (3) 2x10 der I I I I II Existing l3)I 2 O lGirder �..I1.4 Ln Illi i I-' ,4d+(I) 3�4"x9"Stl. � — — — — — — .*-.dd (I) 3%4"r19" tl. , w% — — — ,II, •' - , (1) ;1x10 to Existing (3) LQ_ iul , I nl I (1) 2x10 to I i O 2xI0 IIII r " I N r rr I •r 4� I I I Pl.-1-T J I :: L---I H-J I �� - � fill I -0 8 7 -4 -- J " u R m we n1 a nNew 5x5 x3/8'-3L) '' Steel Column on ill i Existhgi i Existing rr p n nl I II 3 1/2 0 uI I o 36 x36 x18 P. Conc. i i Stairs i i „ 1 I = o O III IL 1(2)�9J1/ LVL III M II Pipe Col. - on IIII I New 2x10 F.J., IL oc Ftg. w/ (3) #5 Bars - illi u k = _ � ___I _ I I `r 1. - X Illi -' I I Both Wags, Continuous illi ° II =__� I Stone EGRESS WINDOW �`+ Q to Steelirder on 2nd Flr. :fl __I _ I DRAWING TITLE: hll ° I ni - i II _ II I Countertop "Andersen" A-Series IIII 00 :• I u_ - (Temporarily Support (3) 2 10 illi i i ll i i i ::i L , a llI w/ Cabinetii Casement Window w/ I cv �I I I - <+- Girder Bef ore Cutting it to illi i Il ----> II Wa5Nl!r Above Straight Arm Operat rn IIII I I °- O -� Install New Steel Col., Provide illi ii i i II i i i i ----� II a LA7UNDR III ° FOUNDATION N N Flag Connection to II - - 1 „-,- - - ry II „ � hII `� = I 13' Orr 8" rr 2,_�rr - "Flag" i - - - - - - 3-4"-:.' 3 9'_ 14 � T� Ou; �I 4r, cv ACW2440 I - - Existing (3) 2x10 Girder) - - - __ (2'-L" x 4'-0") j III, `\' I I Sill a II c i iv I p in Dry Ir vi 6.5 SF Clear Opng. nl �,,I 13,-0, N u II n o I III �,,I I x 3'x3' Crawl - n � u Space Access 1 II z II II I j `\�� t j cd.•. IIII I Watertr II ci) II New II I L, „ 21-0 �3 - 3 0Stair o II Ivao Service L II II Cut Down :found. Wall ! II 1 II O 0i O - O = Below Landing Hgt. I ....... (20 Min.)_ " zj--I— l3 X10 eFy —� — JOB: " (3) 9 2" LVL -------IIII-- _ (3) 9 1/2 LVLCo 2x4 Stud all 2 zQ_ > I �. 2 --I " 4'-2" 4" 1'-10" L-L I I..Ev�teJ' U_ __ _ Remove RESIDENCE New p � BATH/ x - I Q ° ► ° �_ u CRAWLSPACE N v I� i 5335 THE LONG WAY W W I .� 3 I .c \y o // \ I I-\ �� EAST MARION, NY 0 0 '` I 3 Z Z \ L =J TOWN OF SOUTHOLD i I s i I Existing 11. I O O O i GARAGE O � o - .� SCTM# 1000-21-05-13 i � I rJ �k � o �,, iqu ----------------IIII-- i ARCHITECT " C' 18" P. Conc. ?1ZD01*At_ cStKo 01, . d" ,, •� r_ " ,_, a, " OO !, „ I 21 8 �, > 8 I New i .` 1 Foundation Wall - � - I UNEXCAVATED _� I I w/ (2) 45 Bars - FREDERICK R. WEBER LU C5 W = , r :9 I TtB on IL"x8" ��D n 41 EAST MAPLE ROAD C _____________ �i i C I i Cont. P. Conc. �f GREENLAWN, NY II't40 8#-BU I�4 �` I I g 52 NOYAC PATH �i Electric L_____________________ ___________J i WATER MILL, NY 119't1. M Panel TEL 1.31 154-5555 -J fweberarchitect� ahoo.com ------II-- i .; r——————� `, r—— i i i i :.� -IIII-� • �, I 9 - - - - - - - - - �- SEAL: i I -IIII- 4I '..,. 23'_0" (Existing) F - - - - - - - - - iiI I 18'-4(' B NOTES: IST FLOOR FRAMING LOADS: >, I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER O U I �l T� O I �1 FLAN PARALLEL PARTITIONS AND AROUND ALL OPENINGS. �Ty OL: 15 psf OC 2 20 2 OCT 7, 2022 2- CONCRETE TO BE 3500 PSI AFTER 28 DAYS. „ = I,-O„ ® New Wood Post Above AUG 23, 2022 3- ALL STEEL GIRDERS BEARING ON P.CONC. AUG 4, 2022 FOUNDATION WALL TO HAVE 4"x(VA/2" B.PL. REV.: JULY 24,'. L, 2022 (UNLESS OTHERWISE NOTED) 4- ALL COLUMNS TO HAVE Cx10"x3/4" B.PL. DATE: JULY 25. 2022 (UNLESS OTHERWISE NOTED) SCALE: 4" 5- BASEMENT SLAB TO HAVE 6"xL" 10/10 WWF EINF. JOB NO: w202109 PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. 6- STEEL SHALL P PE COL WHIBE ASTM A-3L CH SHALL CONFORMEPT TO OCT 2 1 2022 DRAWING NO. ASTM A53 ROUND PIPE). STEEL WORK SHALL CONFORM TO THE LATEST RISC SPEC. I- ALL FOUNDATION WALLS AND PIERS SHALL BE A MINIMUM OF 3'-0" BELOW GRADE. A2 OF A8 / / B A6 / F EDERICK / Existing Planter Existing Planter ROBERT WEBER ARCHITECT (Addition) Existing (Existing House Width) Existing ExisUn DECK New 6x6 P.T. Steps teps ------------- ----------- Post (Typ.) / 13,_8« 3'-6" 13' 8' , 11 3'-6" 13'-8n \♦ 'el/ , NEW COVER ——————— --=--------- - ----- i ®--------------------------————————————————————————- I '• Over Existing Dec({ ,� i ----- I I rr ____ _______________ ------------------------ WINDOW SCHEDULE I I I 14 -8 I I 21 vo.i . ' I I 14'-8" I I I -10' (Gable End Above) I ` I (Gable End Above) Unit Model 4R O Area gres .c I I I I I I I Exis Ing Opng I ••..•��j� n,l ..••��•.•'•• I I I I O =0" I LIQ" « I'-5" 2'-8" °!« �y'12''-0«�� 9" 2'-8" 11-5 10 I'-10" 10'-0" TI q"I Steps ®i i i ADH3260 3'-2"x 6'-0" Yes She Wall r/ _ ~I I © ADH3250 3'-2"x 5' O" Yes Shear I I I oo I 1 x. I I I I Cor er r all © ADH2638 2'-6"x 3'-8" No Corner Q r---- « 13 III 1 I „I <'' I E_-- :8 6" 13' 8" Steel. 21' 8' 6" [ICD DO ADH2440 T-4"x 4'-O" No / I Column�•.. I I 1 8'-O" I I I I Existin O Q ADH3044 3'-0"x 4'-4" :NDoI I(Addition to LR Width) 1 g \ 1-Fearth XT. BATH " h--I o� (� ADH2844 2'-8"x 4 -4 No f� I I I I I O I I New Existing - V L I I 1 1 i° GO ATF3220 3'-2"x 2'-0 No O v p I r I I � I I Expanded Prefa ricatrd BEDROOM I iv Metal FIr.oAlace....... .. Ceiling 9' F� CIA I I LIVING ROOM . (Wood Burn+ng) 4" 1 1 « g " I 2 --10 Q APW4060 4 0 x 6 0 No Ceiling a 9' Ceiling 8 18' I o M ISI I I QL. O ATF4020 4'-0"x 2'-0" No ,&40001A � I O '•• � O ,� A A6 j I a- I I iv A7 KO ATF4820 4'-8 x 2'-O" No tr i l i i I 30" Q AOVLD3020 3' 0"x 2'-0" No Steel .••' 6x6 6x6 Column 61_11" FPost 1'-10' Post 5'-8" I' 3" 6" Be-6" 4" 3'-0" W I O ADH3058 3'-O"x 5'-8" Yes W Reduc dl --- ----:-� ---------- •------------- `° ---------- LIMEN v- DE K ----:-a�----------- ------------ ---------- O APW3848 3'-8"x 4'-8" No PF --- --� -- i I I Half Wall I I xi ti , HALL = I ISI —Between I I v- � � ,_ ,_ 1, IT- 30 0 �'«�� ' - © ADH3050 3 0 x 5 O No I I I I I Columns 1 ,I. O Wet 1 I Up (815) Risers Bsmt. I I O ,�nVl �v ® APW2848 2'-8"x 4'-8" No Bar Eicpanded O V ---=- -------------- _ Sink KITCHEN ; o / DRAWING TITLE: I I O i Linen I , N S,LO„ _ « 3'-611 - -�" 5'-2" 2'-0" 4° �'-o _ 4„ M I IST FLOOR QWI i Sink i Ref. 30" v Model Numbe s Refer to "Andersen" A-Series, PG50, �o`a / Low-E4 w/ rgon Glass, Simulated Divided Light CQ -_' Strap Wind ws in Framed Openings C0 I -0" 2'-O" 4" 2'-10 4" I I 8'-O" 4" o '-10" 4 4'- " I - � iv / Iternatfe #3: tormuiatich , impact Zone 3` -Q' New 1 Pantry I moo-© : �: I OOR SCHEDULE I J L---�, ---I FOYE I c 9 Ceil g Closet � �-----1- nn, e� I : � i----- I Existingv O -_v-. ...... i ........... I v ---- --- --_ --- ----- ___= I BEDROOM JOB: Ceiling a 9' ,I Q�Q Un Model # Width t Height LE��tS CdATS POWD QL. Front Door t Sidelites 3 0 x 1-0 (Door • 11 T-- O ("Simpson"- Custom) RESIDENCE 1 I I 28 _ 28 - ----------------- --- l2) I'-2'x 1'-O" (S.11.) - --------------- --- `;' 0" i 6" 2'-b" 10'-0"6 11 �, 4" 5'-8" 2'TO" II'-6" 6" "Marvin" U5FD10010-OXXO-RH 10'-0" x 1'-2 1/2" O I I I 28 I / O Clad Ultimate Sliding French Door E3A35 THE LONG WAY Pitched o I :`Fla Ceilin 1 o Pitched I 1 "Marvin" USFD2610, (Fixed) 2'-8 1/16' x 1'- 2 II/2 ST MARION, NY PIT odi ied I `9 / Clad Ultimate Sliding French Door (R.O.) _ _ - I I 36 : 1 O SCTM#O 1000 211 06 13 "Marvin" USFD12010-OXXO-RH 12'-0" x T-2 1/22" DINING ROOM Clad Ultimate Sliding French Door (R.O.) `� Ceiing s 12' j `�' I I Q © O "Marvin" USFD10010-OXXO-LH 10'-0" x T-2 1/2" ARCHITECT: —8" T-4" 1'-'4" 5'-8" I'-4" 2'-4" 2'-8" I 3'-2" Y-2" 4'-0 1/2" 5 Clad Ultimate Sliding French Door (R.O.) qq I I / "Marvin" UIFD3010-XR-RH V-2 1/16" x 1'-2 IN2" FREDERICK R. WEBER New j —New Rail © Clad Ultimate InSwing French Door (R.0.) 41 EAST MAPLE--ROAD A I I GREENLAWN, NY 11140 A6 I I Al FRONT PORCH j j w/ToExisting LDhts ZDoor)x 6'-8" P 9 52 NOYAC PATH New 6x6 P.T. `tool e. $!E/l4 �- C.�".h��4� WATER MILL, NY 11976 / I I I - -- ----- - --------- ----------- II � I I _ ____ Post iv �t� Tr`" s ( � TEL L31 154-5555 Model~Numbers Refer to "Marvin" Signature Ultimate � fweberarchitectsgahoo.com ® P,61_ 2 31 LI J' S I S ( Series, 'Clad, w/ LowE Il w/ Argon Glass, k Performance Upgrade, PG 5O V-81/2" 3,_21, 6 4'=0" 31, 4'-0" [VI V-2" 3'-81/2" C-4" = 6'-4" « 2 SEAL. Alternate 43:-U grade-to "Marvin" Coastal Product Series OAboveA62ove 0" OAbove O Above 18'=4" 14'-8" °w/ Impact Glass pZ3 Verify Operation + `'`�' IST FLOOR = 1,949 SF / 4 p 2ND FLOOR = 1,134 SF ' B TOTAL = 3083 SF ALt 1ST FLOOR PLAN ................ ........ ........... ........ ............FRONT PORCH = 128 SF .....................................................................................REAR PORCH = 416 SF 544 SF I/�" = I'-Q" OCT 1, 2022 AUG 23, 2022 / AUG 4. 2022 REV.: JULY 26, 2022 / OATS: JULY 25, 2022 SCALE: 1/4" = 1'-0" JOB NO: w202109 DRAWING NO. A 3 OF AS FREDERICK ROBERT WEBER B A 6 ARCHITECT ----------- ------------ 1 I ROOF I y i Y44! I ----- 24'^4„ I �_ I I -----------�2'�-----------4'-AN ' �UINDOUJ SCH � DUL � I — I 121_0„ J�ea DEC (Door Width Blow) DECK Unit Model 3i R.O. opn9 Egres Q'- 10'-0" _ 4" 1'-5" 2'-8" I' " 3,4 3" 3' 8" „ -8" I - " 2'-8" 1'-5" 2'- l0'-0" 4"► <r O I Above in ® AOH3260 3'-2"x 6'-0" Yes K ROOF K Above I M I---4 © ADH3250 31-21,X 5 0 Yes I 00 : I I Center Transom(Window Abo e I IAbove © ADH2638 2'-6"x 3'-8" No Q Center Transom'Window I ;o DO ADH2440 2'-4"x 4'-0" No 1 Gable Root.Above Gable Roof Above BracketedI I w/ Tray Cjiling I / I w/ Tray Ceding Roof Overhang I „ ADH2840 2'-8'x 4 0 No I © I I I I I I \ Q ADH2848 2'-8"x 4'-8" NoN. O G ATF3220 3'-2"x T-0" No O V 1 cn Pitch I Flat CelhngI Pitch N Pitch I Flat Celling I Pitch 1° 30 -'� - 9 10' 4" 1°—> O APW4060 4'-0"x C-0" No �� odified = I Reconfigure ,°/ - I B DRO M 3 1 O ATF4020 4'-O"x 2'-0" No i FB M 4 I — I _� I �- = O �� A P /' 'oo Open to Below j j °' '�` V 1 A6 I I I I I I I Al O ATF-4820 4,_8"x 2'-O" No O I I /. I o I •� I I ( I 1'-3" 5'-8' 6'-l0" 5'-8" 1'-3" I AOVLD3020 3'-0"x T-O" No o I I oc l ' I Ridge APW3440 3 -4"X4 _0 W No W C14 I I I .alj Post Post I I 1.4 I / I I = O APW3844 3'-8"x 4'-4" No I C I I130"II1I 1I1I " Oen Rad --------- EL———————p--------- II 3III 0" �M 3 -0„x 5'-0” _ ' - ADH3050 No 30„ 30" I Open Rail "� I ____ __L___ m ® APW2844 2'-8"x 4'-4" No l Down DRAWING TITLE: 30 I I Attic I 4 Model Numbers Refer to "Andersen” A-Series, PG,50, " Low-E4 w/Argon Glass, Simulated Divided Light �,;-- 2'�0" 6" I Access) 13 -9 6 4 2ND FLOOR Bud -in I I m Strap Windows in Framed Openings _ — _ New hover `" m � Alternate: Stormch ,..Im act Zone 3 to I I UE ktl. i i I LOFT ROOM i C1IRA TH 11 ---� = e , I DOOR SCHEDULE O Sh wer I 3O" -' LINN �- - ------- --------- ------ ------ I I = 'i Unit Model Width i Height / 28" I Front Door d Sidelites 3'-0"x l'-0" (Door JOB: -------- I c LI O Simpson - Custom) (2) I'-2'x 1'-0' (51..) L E V,A S I = e ( _� I "Marvin" CUSFD10010-OXXO-RH 10'-0' x T-2 I/2" RESIDENCE II II i o Clad Ultimate Sliding French Door (R.O.) HillJ2'-0I" 2'-81 3'-4" 3'" 2'-8" 3'-4" " 2'-8" 2'-9 "Marvin" CUSFD2610, (Fixed) T-8 1/16' x 1'- 2 1/1 5335 I ill I Matching/Centered Window 1 O 5335 THE LONG WAY i Clad Ultimate Sliding French Door (R.O.) EAST MARION. NY<r ROOF ROOF ' O i() in" CUSFD12010-OXXO-RH 12'-0" x T-2 1/2" 3 -2" Clad to Sliding French Door 1R.0.)" TOWN OF SOUTHOLD iII -- --------T--, --=--rr--,---------- -------------- ------ O (R.O.) SCTM# 1000-21-05-13 -h ---------- - Marvin" 1O-OXXO-LH -0" x T-2 1/2" ° QOAbove Above Clad Ultimate 9 u ii pC 1 T-2" © "Marvin" CUIFD3010-OX-RH 3'-2 1/16' x 1'-2 1/2' ARCHITECT: ROOF I Clad Ultimate InSwing French Door (R.O.) gill i (III o "Marvin" CUSFDI0068-OXXO-RH 10'-0" x 1'-10 1/2" FREDERICK R. WEBER I fill Clad Ultimate Sliding French Door (R.O.) 41 EAST MAPLE ROAD � � C °IlI C "Marvin" CUSFDI0068-OXXO-LH 10'-0" x 6'-10 1/2" GREENLAWN, NY 11740 A6 iI II 23' 0" I A-118'-4" 14'-8" ® Clad Ultimate Sliding French Door (R.O.) 52 NOYAC PATH I I O Extstmg Door 2'-8" x 6'-8" WATER MILL, NY 119'16 I 1 w/Top Lights (Door) TEL L31 154-5555 _ "W1 .. _' "Marvin", fweberarchitect� ahoo.com - - - - - - - - - - f�odel Numbers Refer to Marvin , StormPlus, Clad, y. O 0,ax-bv>1 aA � Impact Zone 3, Low-E 11 w/Argon Glass' Verifg O - T SEAL: 10'-0" 10'-0" 4' , •� l� t 2ND FLOOR = 1,134 SF B A6 �O 2ND FLOOD' PLAN REV.: DATE: JULY 25, 2022 SCALE: 1/4" = I'-O" JOB NO: w202109 DRAWING NO. A4 OF A8 FREDERICK ROBERT WEBER ARCHITECT II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -_____ r — _ - - _ _ _ - - - - - - _ - - _ - - _ _ _-- -- -- - - - - - _ - - - - - - - - - --- - _\__ i — 5/4 x 'i Ipe Decking -- I on 2x_ Sleeppers. 16" 0.C., 1on Pitched f1embrane Roofing, 1 I I I Roof Drain Thru Sidewall to I I Downspout (Tgp.) I I 5/4x6 Cedar Cap Rall l I L I -4x4 Cedar Posts I I I I Horiz. Cable Rail (.4" - IIIII I�II II I II1II IiI II_ O_ _ �Qi�• IIIIIIII IIII I IIIIII�I II (, —IL III IIIIIIII IIIIIIII III� 12 I III IIIIIIIIII IIIIIIIII III� �II IIIIII I1IIlIIII II� 12 �III IIIIIIIII IIIIIII 11 11 I.J 111_. E o.c 12 L.C. Co_pper IIIIIIiI�I IIII IIII1III .._. .. . .. - -,--O,-- IIIIII — - YIIIII IIIIIIIIIIII IIIII � 1 L Z IIIJT I _ _ _ _ _ _ 12T ri T 1`7 ............ Deck rain Z Scupper Z 11 11 ,11 1 111 1 IN , 1111 1 I11 1.111 1 1 Existing Deck ... Shingle Structure Flare (Typ.) _ _ _ _ _ _ - _ _ _- - - _ - - _ __ - - _ _L 4n7 - - - _1=1 Z Ell __J L_ __J LJ L — — J arig " tlel L Overfeed O r I L1-------------------- ---------------------------- — — ----E---—:—O—_—�'f—---------:.��:i:.i:'`•` —IIIIlIIIInnIIIIIIlIIII,'rI�II�lILLIIlIIIIIIIlIII iI_ IIIIIIIiIII IIIII -- - L - S- -_- -- -®-`-®_-`,- - - - --------i--IIIIlIIiIII --1—IiIiIII� T--- -E------------------------O----0_--P-1�_— __—J— ----I-—---�—Ma-—1 1 —------- -y —————� ———————————————————— J LL—------o--,-_—--J-- 1IItII�II_III —_--_—IiirrIIr•:' —IIlIii—lIl _® J L _—, L EAST ELEVATION WEST ELEVATION III1 IIIiIiIII _ _ o SDRClr�Rf TAMA:* uiW1P � I�N�I1,G0[ dS0IFO/dT.0Va�Uj4 I�I, T. ,ZTti" 2LH, EfO•1:0\: ELEVATION5 Metal Flue w/ Rain Cap Framed Flue Enclosure w/ Shingle Siding "Diamond" Shingle Pattern JOB: Ix8 Rake Bd. w/ LEVA5 "Ram's Crown"Pi 55ura Tinted RESIDENCE Ix8 Frieze Bd. w/ Rant Shingles Brackets 5335 THE LONG � I, WAY AY IxFrieze Bd. AMARION. NY - — TOWN OF H I+ ' Half Round Alum. Gutter , - - - - - - - - - -- - T= o - - - - - - - - - - - - - - - - ARCHITECT: U�ulr I SRMAPLE " D 5/4x4 Casing on GREENLAWN. NY 11140 Windows t Doors5/4x6 hog. Ca 4 C r Posts 52 NOYAC PATHO O Cable 4" oL WATER MILL, NY 11914 4xRed Cedar Sidewall , Shingles, V Exposure TEL 631 154-5555 rweberarchitectagahoo.com -- — — — — — — — — — — — — — — — — — — SEAL:— - - — — — --————----——— —-------------- 01 LL > Bracketed Overhang e i appoill 111 1 11 11 i s, u - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- — — — — — — — — — — — — — — — — — - - - - - - - -- - - - - - - - - - - - - - - - - - — - - - - - - - -- - - - - - - - - - - _ T - -- - - - - - -F __ ___ _ _ __ - - - - - REV.. DATE: JULY 25. 2022 SCALE: JOB NO: w202104 DRAWING NO. =-------------------- ----------- -------L------- --- -- -------- ----------------- -------------= -------------------- � ---------------- ————— —————— "_J LA5 NORTH ELEVATION SOUTH ELEVATION FREDERICK ROBERT WEBER II 1/8" LVL Ridge, Strap over Ridge ARCHITECT 12 12 [7 ....... ...... 2x10 R.R., 16"oc Ix8 PVC Rake Bd. ....... 1x6 PVC T(G Soffit Ix6 PVC Frieze Bd. :� . 2xI0 C.T., 16" c Hurricane Straps on All Roof Rafters iv FFE lLj=Lj. Z cv ........ ..... . ...... .......... .... C01 HL ALH H V-8 12" V-2" I[L 4'-O" " 4'- " " 3'-2" 1-8 1/2" �I cv �y �+ 23'-0" New Shingle Flare Q Base of Siding Z Existing :2x10 F.J. O V 1 I6" oc 5/8" Type "X" H Gyp. Bd. on Ceiling. Seal off from Existing Existing 8• Adjacent House E " �j GARAGE F Conic. Foundation Wall O Existing 4" ExistingZ > P. Conc. Slab P. Conic. Footing 1.4 W W SECTION CC RE-ROOFING Tapersawn (Pressure (2> II l/8" LVL II 1/8" LVL 2x10 R.R., 16"oc Strap Treated) Red Cedar Ridge, Strap Ridge Roof Shingles, 5/8" Butt Ridge, P over Ridge Over Ridge DRAWING TITLE: "Vent rid" Under Roof hIngI ::::::::::. ::::.::.•::..:::::::::::::..:::::::•:::::..::::::.:::•:: ::.::::......:::.....:::: :::::::::::::: ::::::::.:::: :::::::::::::: ::::•::::::::: :::::::::::::. :......-:.-:. ::::::::•:•. ::•::::•.::::•. ::::::•:::::.: :.......... ::............:.......... :::::::•:::: ::.:.-::.......:::......•..:•::: • . :•:::::.:::..::•::. .... : . g e ............ .............. ............. ............. .............. .............. ............ .............. .............. ........::: ......................:.... .............. ........... 11 .::::....... .,. ........................................... .............. .............. ............. .............. .............. .............. .............. .............. .............. .......................................................... .............. ............. . Underlayment AF :::::::•• >:i»'' G 2xl Ft'_ for Deck Krmor'' or Equal t,.s ?>-'' ` 2x10 R.R., lCoc12 cJ O rlay Ro 5/8" PI wd. 12 :::.:::. y Gusset ""'"'� 2x6 :Tie ' Roof Sheathing ;;: :;>:;.-: :;;:•;; 2xl R. Block l3) R.R. :.,::>»ss;.: " (Both Sides) ::;::'::>>:;•;> 2x4 Studs 6 1/4 IL" )c in from Gable End 2x10 R.R., Ib oc 16" oc • N ' New V Closed ,I 11 32 oc (Typ.) 2x6 Truss ��••� Cell Spray Foam (R38) »;>:> 2x8 C.T., I6"oc s>s:;s>;::: 2x8 C.T.. 16 oc ;s>s>:; ' 16„ oc ; - Ice t Water :'.:1.;. 1 Shield ATTIC >•;:• :•:. !� -2 (3) II 'i/8:" LVL Hdr. 2xl C I o ("T uss" --- ------„------p - Hurricane Straps on ::::::: I 1 (3) II 1/8 LVL Hdr. I °?'<>:::, All Roof Rafters ::::>::t' 2x10 C.J., I6 oc JOB p IIII IIII Ilii II IIII iv IIII -IMF- — =IMF- IIII Ilii NEW EXTERIOR TRIM - ap --------0- ---- p (3) II l/8” New:6" Closed ill! r% Ill 11111IIII Illir----------------N — Inn IIII IIII Ix8 PVC Fascia Bd. 5/4 x �f Ipe Decking _ (3) II -I/8 i �Ev�is (3) Il l/8 LVL Hdr. , on 2x- Sleepers, 16" o.c., LV Header - Walis (Addition) -- ---------------- _ - _ _________________ _ Ix6 PVC T tG Soffit _ LVL ender Cell'Spray Foam (R38) RESIDENCE II II I4W ( :141 II II Ix6 PVC Frieze Bd. on Pitched Membrane Roofing, Red Cedar ,� II II IIIII I I HillII II Roof Drain Thru Sidewall to II II IIIII I I IIIII II II I/2 Round Downspout 5335 THE LONG WAY Shingles II II IIIII I I IIIII II U Alum. Gutter z iv EAST MARION NY 304 Felt II II IIIII (2) 1 1/ l 1/4� °p IIIII II II 2x°4 Cedar Cap Rail ao �+ _ Existing 5/8 Pl wood Sheathing N Studs tJr. I v = 4x°4 Cedar Posts :r " LOFT cv vi TOWN OF SOUTHOLD " II II IIIII IIIII II i II I \ ' ' 5CTM# 1000-21=05-13 2x6 Studs, 16" oc g II II IIIII I I IIIII II -� II HOflz. Cable Rall ('4" O.C.) `V n u Hill I I nHI II n ;- Rail T Closed HH In Cell Spray Foam _ I I IinIInI 30 1 12 Insulation R13), oxunsu. oeeenus II 13 -8II IIIII ARCHITECT: ...for Soundproofing t Thru-Bolt Rafter Hill F.G. IIIII 3 inaM (4) 1 1/2'n l 1/4" e&1hg Wal w/ (All Floors) 41/4 n BP Nailer to Brace Wall lR13> /2 wood1lbn Full H t. IhVL Studs III 1/711Pl w on n n, n �+- M i— ::...: �{` FREDERICK R. WEBER :: 5/8" Gypsum Bd. ll) Side for Near w/ (I) I INQ"x l I%2" ill (U �111pe for Shear _ _ __ ------------------- r+ IIIfilII Jack Studll Each Side i IIIII _ --- �� -� - MAPLE-41 EAST (Both Si sof Door) -1=' - - - �*� - =1wr= 9 I/2" I-Jost. 16"oc =n1= E-- WF Girder Hili --------- ----------I'll - _-- - - :-_ - - - ------------------------ ---- a . NY 11140 ___�Inl r/2"7=Jas�,rt6"oc - - GREENLAWN IIL------------- -------JII - ---- - IIL---------------- --JII i I f---- — I I ill - - - - - - - Ili - - - - - - - - -ntl - - - - - 0I " LVL�Hdr. - - - - - - - -Ilm- - - - - - - - - -ni - - -'Sound-Proof" GIWB - - iii- - - I I (3) 14' LVL 6" 52 NOYAC PATH Walls (Existin l • ......Header............................................................. .. ...13) II -1/8" I I WATER MILL, NY IIg76 I I I I IIII IIII I I ader " 1 " L LVL BIla-II.I.. ........................... „ 51_6" 1 I I I Hill Hill I I Red Cedar 6 6 -10 I ij �I I IIIII IIIII j i� � Shingles ( IIIII ilIII tiII _-i F� III IIi� I1IIIIIIIIIIIII HHI -i IIIII I II Ne61x56'-1P0 iIt 'I Cl/O2"VPElgRwd. She athin g �- TEL 6..3. 1 154-5555 555 30# Felt on Porch Ceding to fweberarchitect6yahoo.c omIIII IIII I (Encase in I Brace 2-Story Wall Hill lilt] 2" Closed 00 IOx10 PVC Il -011 IIII IIII Cell Spray Foam Existing New New SEAL:New Hill Insulation R13),(Addition) C'4 Inn LIVING ROOM00 � 3 I/2" F.G.2) 2x6 Sill IQ fill] nut III III Batts (R13) 6 " (Pressure Treated), III III IIIII Existi 2x10 F.J. IIIII III III E fisting I I I I Cop er Termite III i III IIIIIL Hill 16" o fill IIIL Ll I III 5/8" Gypsum Bd. ECK I I I I - I I New Bluestone Shield w/ Sill Seal t III III Ill III I I New 5/4 x4 I I Existing Existing m I I i N Patio on 4" 1 I I II Ilill lilt 1 I I I I lT Remain} I e Deckin 2x8 DJ, 16 oc 2x10 FJ, 16 oc I I P. Conc. .'. 5/8" x 16" Anchor p.............g. 1, ,1 _ '! ............................. ....... Bolts, 32" oc, w/ Haunched Slab Square 2"x2" Washer I _. S I I I I Replace (2) 2x8 Existing I I Foundation (Addition) Existing (3) 2x10 Add (1) 3/4" 9" Stl. w/ New 2 Closed I Girder, Post, 6" "RoxuP' (3) 2x10 a- (1) 2x10 to Existin (3) x10 Cell i sulation ler t r In5UI. (Tgp.) Girder " Girder I I " " 1 11 11 1 " 1 " , .1 1 11 g ,1 1 11 1 11 „ „ �� New SS Jast Add (I) 3/4 x9 S1. IW/ New New 8 P. Conc. Found. 8, : 7 -4 8 7 -3 l -6 6 -9 6 - 4 6 -6 6 -9 ® Bo SIII 8 I I I Exi�jin (1) 2x10 to Existing (3Y 12x10 8" P. Conc. Wall w/ (2) 45 Bars Existing 8 I New IL"x16 P. _ Hangers toI I CRAWLSPACE Top t Bottom �`+ P. Conc. onc. Piers on O Existin 2x8 3 ? N I i Found. Wall P II New Existing Existing Steel Foundation 2P"x20"x10" I Nailer 2" Closed ExistingPie Col. 44 Bars 32"oc Between BASEMENTI: BASEMENT Pipe Column a- Wall P Conc. Ft . I cs- I I Footing t Found. Wall ' I g Existing Cell Spray Foam , I I IS"x10" P. Conc. Ftg. r- g Insulation (R13) BASEMENT r OCT 1, 2022 g 2" Clos d L Existing (2) 2x8 J 8" P. Conc. (Spray w/Flame j j AUG 23. 2022 w/ 2" Keyway and " Cell S a Foam Girder on 4x4 Post Found. Wall REV.: AUG 4, 2022 (3) #5 Bars (Cont.) Existing 4 p Existing on 8'x8' Conic. Pier Retardant. I I Insulation RI3) ExistingII P. Conc. Slab P. Conic. (Add Straps Per 4" P. onc. Slab I I DATE: JULY 25, 2022 Footing Drawing A2) 117-1 SCALE: I/4" I'—O" L---J J JOB NO: w202109 DRAWING NO. SECTION AA SECTION 13B A 6 OF A8 F I N I S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALL5 CEILING HGT. REMARKS FREDERICK ^ 4 3" ROBERT —' ¢ W v a, no F tw N to U w LU N , ¢ tt N m m m > °- to a �- a z °- � = .� co WEBER a. w w 2 s > QwQZ oo J � ° om `� � ra � � � U � p o i V G G z nw LU �- - w w F- w a z U i� OC ao m 0 U u� w ARCHITECT w d o4 w , z o a w m `� \ o z i w ,,► z z W � z z Q -' oo a- I- U x z U u� <r z o -x a ,.0 �, = O w O 0 o I- (L m U _ — �? = m a. > F- � a) U t? to _ _ > z FOYER ® ® ® ® 9 1 -0" POWDER ROOM ® 8 ® ® ® ® ® 91-0" LIVING ROOM 10 18'-0" \ er QC KITCHEN 10 1 8 1 1 T-0" O DINING ROOM ® © ® ® ® 12'-0" HALL ® ® ® ® 91-01, U- BEDROOM I 8 ® ® q'-0" c j BATH I 8 8 ID ® ® 91-001 BEDROOM 2 8 01 0 ® 9'-01, FRONT PORCH ® ® 3 8 O REAR PORCH ® 8 ® ® E--1 MAIN STAIR 8 ® ® ® ® Varies Q T 1 OL LOFT ® 8 8 8 ® 9'-0- 6 BEDROOM 3 0 ® ® ® 01 �+ ri \ W ® a ® ® 8,_4N 3/4COVE I/2 COVE -1 BATH 2 ® Q LL �j I----I ID BEDROOM 4 ® 8 ® ® lot-�" FULL SIZE FULL SIZE Z BATH 3 ® ® ® ® 0 � W p[ BASEMENT 8 ® J J � O W W CAP MOULDING DRAWING TITLE: FINISH SCHEDULE CAP CAP CAP MOULDING MOULDING MOULDING 3/4TRIM " FACE OF JOB: n LEVAS RESIDENCE TSG 5/8 1x6 VA35THE LONG WAY -GROOVE 5/8° SHIPLAP LAP 5335 MARION. NY WB VERTICAL 2 1/2" GWS WAINSCOTING GW g W/ NICKEL BD. (OPTION STILES t JOINT W/ BEAD) RAILS TOWN OF SOUTHOLO SCTM# 1000-21-05-13 BACK BAND GYP. BD. ARCHITECT: FREDERICK R. WEBER " 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH VENEER WATER MILL, NY 11911. m PLYWOOD TEL 1.31 154-5555 BAND ALL ELECTRICAL RECEPTACLES " f BACK NOTE: 3/4weberarchitectayahoo.com �QS(� 3 1/2" I/� TO BE INSTALLED 3/4x5/8 HORIZONTALLY IN BASE W NOSE it MOULDIN G (UNLESS OTHERWI E SEAL: COVE NOTED) . 4 '" /4WIAO WINDOW/DOOR PANEL HEAD CASING— TYP. MOLDING Half Full Size Half Full Size � i" I" 4" SQUARE EDGE RECEPT CLE OVER BASE UNDER SHOWER L 5/4x8 Ix8 lx8 5/ {x8 x 4 12" W. CAB NES, ETC 2 3/4" . BASE BASE BASE BASE 2 3/40A ? . ..w er a tt- Kl Note: N � � m Where Window Sills _ Occur Directly m Above Countertops, REV.: Eliminate Casing and Extend Backsplash to 1/4" WIDTH AS REQUIRED DATE. JULY 25, 2022 Underside of Sill ' WIDOW 3/4 CASING SCALE: I/4' WINDOW SILL— SILL MULTIPLE UMTS SHOE SHOE SHOE SHOE JOB NO: w202109 ELEVATION '�,) k DRAWING NO. Half Full Size Half Full Size • 3" I'-O" 8., BASE (Typical) 4" 13ASE (Typical) VERTICAL H O R I Z. A7 E30ARDS PANELING WAINSCOTING BOARDS FULL SIZE FULL SIZE Half Full Size Half Full Size Half Full Size Half Full Size OF A8 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE e EACH RAFTER REDERICK ICE SHIELD UNDERLAYMENT Joint Description Nail Sizes Nail Spacing ROBERT REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER C CD HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter 01 TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMP50N H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot SIMPSON H2 HURRICANE Top Plates at Intersections (Face-nailed) 4- 16d joints-each side MST31 METAL STRAP Stud to Stud (Face-nailed) 2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COMMON 0 ALL JACK POSTS9 Header to Header Face-nailed) 16d 16" o.c. along edges RAFTER TO STUD. - NAILS 9 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP 2 - 16d per 2x8 stud WALL PLATES ,Z APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban d joist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot 0 EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS TYPICAL FLOOR FRAMING I----I r MST31 METAL STRAP Joist to Sill , To Plate or Girder Toe-nailed H� JACK POST P ( ) 4- 8d per joist MST21 8 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end ^ _ a ,1 Blocking to Joist (Toe-nailed) 2 - 8d w/ 4 8d NAILS 48 O.C. each end EACH END - TYP. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist MAXIMUM. Band Joist to Joist End-nailed rT, FLOOR JOIST = Band Joist to Sill or Plate Toe-nailed 3 - 16d � per joist - P ( ) 2 - 16d per foot \ DOUBLE TOPS PLYWOOD SHEATHING ROOF SHEATHING PLATE F---I TO OVER LAP BOX HEADER O Tn 2 x 6 ®I6" O.C. BEAM - TOP + BOTTOM. - Structural Panels Sd 4" o.c. perimeter zone V 1 STUDS SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP t panel , 12" o.c. interior ^' BOTTOM 9 32" O.C. of panel w Diagonal Board Sheathing 1" x 6" or 1" x 8" 2 - 8d per support SECTION ELEVATION 1" x 10" or wider 3 - 8d per support Tn CEILING SHEATHING O Gypsum Wallboard 5d 7" edge /10" field �SIMPSON MTSA 18-Z W/ WALL SHEATHING W (b) 8d NAILS TOP t BOTTOM 32" O.C. Structural Panels 8dsee table 3.9 SIMPSON LTP4-Z W/ ON LTP4-Z W/ Fiberboard Panels ( ) SIMPS (6) 8d NAILS TOP t (6) 8d NAILS TOP t 7 /16" 6d 3" edge /6" field /BOTTOM s 32" O.C. FLOOR JOIST BOTTOM s 32" O.C. 25 /32 8d 3" edge /6" field —NAIL SHEATHING TO SILL PLATE ..•...-.. .. ..,...... .. . .....:.::�............. . . ...... .... . .:•... >... . ..n..,•. '•',':.:•:' ><;•< = r,: TOP OF FOUNDATION NSdNAILS e4" O.C Gypsum Wallboard 5d 7" edge 10„ field DRAWING TITLE:(SHEATHING TO LAP SILL PLATE) # REBAR A :,.: , '�:S`':: ��: .•:• .: Hardboard?r: 8d see table 3.9 Hard b `:='+t,t•: -,• � ' Par t icleboar d Panels 8d see table 3.9 CODE DETAILS (2) 2 x 6 SILL PLATES COPPER TERMITE SHIELD ACO TREATED Diagonal Board Sheathing w/ SILL SEAL (TY .) i s•• ' 1 x6 0r 1 x 8 2 - 8 per support t •i!: 2• �•4'•++:, ':'' 1 x 10 or wider 8d per support PortSEE FOUNDATION DWG. i• 1'. FOR DESIGN/REINFORCING •• ••''•'� ''• ..., ,, •.:.,�.: •.n;t' n•'.[• . ' •• ....y.,.}.• `:,:•:,...:• ':•J'''',:L.:i :•1'.:..... FORSHEATHING • Structural Panels 5/8” x 16" A.B. 932" OC. 1" or less 8d 6" edge /12" field w/ 2"x7x3/16" WASHER. greater than 1" 10d 6" edge/6" field (HOT DIPPED GALV. OR STAINLESS STEEL) HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal Board Sheathing JOB= ISOLATE WASHER FROM 1 x 6 or 1 x 8' 2 - 8d per support SILL PL W/ FELT STRIP 1" x 10" or wider 3- 8d per support LEVASRESIDENCE 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 5335 THE LONG WAY be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. EAST MARION, NY 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. SCTMtt (000-21=05-13 -------------------------- ARCHITECT: I 1 1 I ARCHITECT: 1 i ------ ------ -------------------------- FREDERICK R. WEBER I I 41 EAST MAPLE ROAD GREENLAWN. NY 11140 I I I i I DESIGN CRITERIA: 52 NOYAC PATH - WATER MILL, NY 11916 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 1.31 154-5555 11/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" Nweberarchitect9yahoo.com /PAT RO IDE 8d' COMMON NAILS a 6" O.C. w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY L'.Ai2A5 0�. 12001'.I THER: EACH END alb" O.C. EACH END alb" O.C. BEDROOMS - 30 PSF. L.L. N'4'*PROM RIDGE/`HIP/G BLE DECAY - SLIGHT SEAL: WIND SPEED - 130 MPH 1 1/4" x 20 GA. GALV. STRAP -- ; w/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES FDN. 016" O.C. w/ 5-8d COMMON NAILS IN `_-- EACH END 916" O.C. PROVIDE 8d COMMON NAILS 4" O.C. f , Vi, AT ALL HIGH PRESSURE ZONES . . . . . . . . . . . . . . . . . . . . . . . . . . DESIGN CRITERIA:, . . . . . . . . . . . . . . . . . . . . . . . . . . • • i ' DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME .'.'.'.'.'. CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. NOTE: HIGH PRESSURE ZONES ARE ALL AREAS 4'-0" FROM ANY RIDGE, HIP OR GABL END ;.`<:: `> 4�:tx ,r 5 :�.•, T-o" MAX. °�-�+° � : ,•.5 WINDOWS - GLAZED '4 °E OPENING REV.: y f�li•r 1_ " 2 0 MAX. ------- 2 - d COMMON DATE: JULY 25, 2022 I s. EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE AS NOTED . . . . . . ____-- -_________________ °a.;��..�b: NAIL TO SILL SCALE: �r.�}' PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM �r , '`5 E 199L AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: . . . . . . . . . . . . . . . RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS O O $� I J� 1� I '•'. ;o Baa OF 1/10 AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING Q�.f��•�,,,�;. PROTECTION. ATTACHMENTS SHALL BE 2 I/2 48 WOOD SCREWS, I6 OC DRAWING NO. FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN C AND 8' GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR 8 OF A8 FREDERICK ROBERT WEBER e A6 ARCHITECT Existing Ste)s Existm teps IIIII \\\ (3)UII 1/8" LVL --- _ - > _ _ _ _ -- _ _ _ / I•I >- - - - - - - ° J-a i i III \ r l l \ - i 1• I r 0 _ .. ------ (3) 111/8" LVL-------- `=' I I �� 'ti,� I 1 `� " (3) II 1/8 LVL 1 \ 2x8 R.R`\ °x° 2x8 R.R.. I •I jI �r---- --------------------, ° o I \\��. 16" oc \\ i� 16" oc. / I ° o r----- ------------U ---,� I •I > SCHEDULE -! I I I I I I � a I •.. \ .a4/\ \ I I 1 1 Area Unit Model # R.O. EgressOpng i I r I I I I \ : III II I1I I1I IIIIIIII m Exis In g U U Steps ADH3240 32XL 0 Yes® oo 2x8 Cl 2x8 ,R2., 16„ oc aoaox NN1 y ' She rjN C11 Overlag ROverlay � Wall -2"x 5'-0"(3) II l/8" LVL Hdr. (3) Il VerdrADH3250 3(3) II1/8” LVL Cor er YesShear F.� oor Roof Wall —. — — — © ADH2638 2'-6"x 3'-8" No Q w Corner �� r I i —> II 5x5x3/8" L--- New 9 1/2" T:JI 1230, 16" oc j l j Steel Column (4) 1 1/2"x 1 1/4" F--I New 9 1/2" TJI 230, 16" oc O ADH2440 2'-4"x 4'-0" No I I Full ) 1 LVL Studs : 2 I W/ (I) I I/2"x 1 I/2": (2) 1 1/2"x 1 1/4" EO ADH2840 2'-8"x 4'-0" No Jack Stud Each Side Full Hgt. LVL Studs Existing I I III (Both Sides of Door): w/ (3) 1 1/2"x 5 1/2': ilio Corner Studs Q ADH2848 2'-8"x 4'-8" No F� 1 > : 1 I 1 ID I iv I I ° 1.1 a 1 OG ATF3220 3'-2"x 2'-0" No O v l \ I I I � III cv I I ip I I HO APW40LO 4'-O"x 6'-0" No (Y I � I I � I•I X I � F-+-� I I c Illy I �j 111 1 > O ATF4020 4'-0"x 2'-0" No '°` T� A6 I i i a- i l i i ""I A K ATF4820 4'-8"x 2'-0" No V 1 New 9 1/2" TJI 12130, 16" oc ".- 1.1 1 I - A'1 O O I ° III I Cr O AOVLD3020 3'-0"x 2'-0" No I I III Sx5x3/8" 6x6 6x6 O APW3440 3'-4"x 4'-O" No W j 0 (3) II 1/8'I LVL I Steel Column Poste (3) II 1/8" LVL Post— -- — — � ---------- ----------- ---------- 1.4 O APW3844 3'-8"x 4'-4" No IN, lDropb I �: .: (Drop) -' ` > I I ` -I I I I 1 I n °° iv © ADH3050 3'-O"x 5'-0" No I u I I cn. .: u I I L � S I I — N ..,,� cr _' a- 1 Wet (2) 9 1/2" LVL I ® APW2844 2'-8"x 4'-4" No X N 1 Bar - ---=-+-I---------------�: 0 ''' DRAWING TITLE: I O I I �'" I O O Model Numbers Refer to "Andersen" A-Series, PG:50, I :_ � Low-E4 w/Argon Glass. Simulated Divided Light El > I Strap Windows in Framed Openings 2ND FRAMING is I 1 i ' . > Alternate: "Stormwatch", Impact Zone 3 (IST FLOOR) I � I I int •i � ' `� � 1 K2) I I DOOR SCHEDULE . LVL -i � I I m�I ni i � m l I i `� olao r-----�, ----, : r------- 1 „ ed g (� � i (2) III 1/.8" LVL New 9 I/2 TJI 230, 16" ocUnitModel Width t Height _----_ — i JOB: Front Door $ Sidelites 3'-0"x l'-0" (Door --- (2) 9 :V2' LVL i i (2) 9 1/2' LVL - ��------- ; O ("Simpson"- Custom) (2) I'-2'x T-0' (S.L.) L V s 2x10 R.R., V oc 2x10 R.R 16" oc I (3) 9 1/2 LVL w/ (2) 1/2 x9 Stl. IR O "Marvin" CUSFDIOOIO-OXXO-RH 10'-0" x T-2 1/2" RESIDENCE' / 1 i / + 1 � - -- --- ___ -- ,/ Clad Ultimate Sliding French Door (R.O.) :3x10 C.T.,�16" oc —------------------- s US 10 (Fixed) / T 'Marvin" C FD26 ed) 2'-81/IL' x 1'- 2 12 5335 THE LONG WAY Pitched I I i �' i 02 c. ci O Clad Ultimate Sliding French Door (R.O.) EAST MARION. NY :Flat Cede Pitched I " I X °° . X X . "Marvin" CUSFD12010-OXXO-R 12'-0" x T-2 1/2" TOWN OF SOUTHOLD 12 -0 > I I ! 1 I `� `'' =° `�' `'` 0 ® Clad Ultimate Sliding French Door (R.O.) SCTM 1000-21-05-13 I �I I I > "Marvin" CUSFD10010-OXXO-LH 10'-0" x 1'-2 I/2" �I (2) 9 1/2' LVL (3) 9 1%2" LVL (2) 9 II ' LVL 1 . 1 (3) 9 1/2" LVL Clad Ultimate Sliding French Door (R.O.) I I III -1 O "Marvin" CUIF03010-OX-RH T-2 1/I6' x 1'-2 1/2" ARCHITECT: > 6 Clad Ultimate InSwing French Door (R.O.) Cie c� Q� 1 . 1 � "Marvin" CUSFDI0068-OXXO-RH 10'-0" x 1'-10 1/2" FREDERICK R. WEBER I I III O Clad Ultimate SlidingFrench Door (R.O.) 41 EAST MAPLE. ROAD C 2x101R.R., 16" oc pC I 2x10 R.R!, I6" oc C I f "Marvin" CUSFD10068-OXXO-L 10'-0" x 6'-10 1/2" GREENLAWN, NY 11140 A6 I H 2x10 C.T., I6" oc j Al i I i ® Clad Ultimate Sliding French Door (R.O.) 52 NOYAC PATH __-- ___-______ I I ® Existing Door T_8" x C_8" WATER MILL, NY 11976 ----------- --------- ----------- w/Top Lights (Door) I I PROVIDE "SIMPSON' HDU2-Z HOLD-DOWN FROM STUD WALL/WALL PL. TEL 631 154-5555 l3) II 1/.S" LVL " fweberarchitecta ahoo.com TO FOUNDATION WALL (3) 9 1/2" LVL Model Numbers Refer to "Marvin", StormPlus, Clad, y Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL Impact Zone 3, Low-E II w/Argon Glass * Verify Operation SEAL: .la FRAMING NOTES: ' I ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCHSTRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. ., :...................................................................................: 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD ' TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 2ND M 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ( IST 1 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN V WALL OR AS SHOWN ON DRAWINGS. L OO J +0 S. SOLID B9LOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. y PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1/411 - I,_O„ REV.: 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. DATE: JULY 25, 2022 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL SCALE: 1/4' AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. JOB NO: w2O21O9 II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. DRAWING NO. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. st 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 FREDERICK ROBERT WEBER B A6 ARCHITECT I I � I I � I ROOF 1 y i WINDOW SCHEDULE \eJ' I I U- Ja I I I . I I Unit Model U R.O. �png Egres I ® ADH3260 3'-2"x C-0" Yes O ROOF I I j (3) II 1/8";LVL Hdr. (3) 1/50 L Hdr. (3) II 1/8"• LVL Hdr. j ® ADH3250 3'-2"x 5'-0" Yes © ADH2638 2'-6"x 3'-8" No H T 1 I I I I (2) 1 1/2"x 1 1/4' (2) 1 1/2"x 1 1/4" I I 1 (4) 1 1/2"x 1 I/4" I j DO ADH2440 2'-4"x 4'-0" No F---I Full Hgt. L L St ds Full Hgt. LVL Studs \ Full Hgt. LVL Studs (Continuous to 2nd � 7 . I I I I Floor Wall lb I I 1 EO ADH2840 2'-8"x 4'-0" No/ 2x10 R.R., 16" oc i 2x10 R.R.,116'/ oc 2,x10 R.R., 16" oc i 2x10 R.R.,116" oc n n _ \1 1 ADH2848 2'-8"x 4'-8" No 1�I 1 0 1 2x8 CA, 16" oc � D � I\ 2x8 C.T1, 16" oc ; o- � I---� -` I i I / I o o - -,= i \�� I i `~ OG ATF3220 3'-2"x T-O" No O V 1 I -` E Pini o Flat Cellmg / o j Pio- tP t 3 Pitch 1 o �� Flat Cellmg o I Pitch H� w ' " I '' - - - - Io—� O APW4060 4'-0"x C-0" No n> 101f a/ IIL - i \ 10, 4„ 1 I ,� I _ -' _ I I I I J I / I U U 1 \ I I JO ATF4020 4'-0"x 2'-0" No M I / 1 \ I I ib I I 0X x X x1 1' I ( I A A6 I I r I / I 1 \ I Al O l ATF4820 4'-8"x 2'-0" No \J 1 AOVLD3020 3'-0"x 2'-0" No v_ I \ I Z I oC I� — — — 72 1 — II 1/8" LVLRidge- -— — — —— — — — —I I I M� APW3440 3'-4"x 4'-0" NoIs' j 2x16 R.R., IC oc i\ 2x10 R.R.,116" oc (3) II 1/8" LVL Hdr. — — — 2x16 R.R., 16" oc 2x10 R.R.,jl6" oc j 1 _ _ — — — — — — — .— y I -' O APW3844 3'-8"x 4'-4" No 2x8 C.T], 16'\oc I I J YZ 6x6 Post I IN / 2x8•�.T J, 16" oc I I I 1I 1I I I III.IS;>----- -- --------------------- ---------- • ��_ i a/ ( i — © ADH3050 3'-O"x 5'-0" No cb I IIIA IIIA I , / I n ______--L--- i ® APW2844 2'-8"x 4'-4" No Y--- DRAWING TITLE: I•Attic I v u u 2x1 16" oc 2x10 R.R., I " oc I x Model Numbers Refer to "Andersen" A-Series, PG50. AccessI ° ° I > Low-E4 w/,Argon Glass, Simulated Divided Light I J I I - - " -i Strap Windows in Framed 'Openings ROOF FRAMING ; y ; _ _ � xIo I ., 16 oc p Ile ? / I Alternate: "Stormwatch", Impact Zone 3 (2ND FLOOR) I cv I I QC U a- UC. I / 2x10 R.R., 16" ocel xl R., I do ___ I O O u _ _ 2 J N N x x / I ---_—_—_— r 2x10c , 16" c I / DOOR SCHEDULE r-------- IIS p= I I I1 I Unit Model #01 ' Width t Height I 0 R.R., 16 oc I 2x10 16 JOB. F -------- - / I Front Door t Sidelites 3'-0'x T-0" (Door (3) 9 1/2" LVL Hdr. (3) 9 1/2" LVL: Hdr. (3) 9 1/2" LVL Hdr. 2x10 ., 16" oc I O ("Simpson"- Custom) (2) I'-2"x 1'-0' (S.L.) LEY,4S "Marvin" CUSFDI0010-OXXO-RH 10'-0' x T-2 1/2" RESIDENCE 11� I 1 O Clad Ultimate Sliding French Door (R.O.) I II II I u 11 I " • � Clad Ultimate FSliding OFrench(Fixed) (R.O.)7-8 /Id' x 1'- 2 I/2 I II II I\-- Clad (2) 9 I/2 LVL Hdr. � 3 5335 THE LONG WAY 11 II I ROOF I EAST MARION. NY ROOF I I "Marvin" CUSFD12010-OXXO-RH 12'-0" x T-2 1/2" 11 1 ___________ _ __:___ _ ____________ I 1 ® Clad Ultimate Sliding French Door (R.O.) TOWN O 1000 2H O5 13 ---------------------J 5 I II II I -----------1 -JL-- —u---J———————————— I Ultimate FSDlid Sliding French (R.O.) x 1'-2 I/2" - I II II -2 I 11 11 LY 6 "Marvin" CUIFD3010-OX-RH Y-2 1/16' x 1'-2 1/2' ARCHITECT: 11� ROOF I O Clad Ultimate InSwing French Door (R.O.) II 11 I "Marvin" CUSFD10048-OXXO-RH 10'-0" x C-10 1/2" FREDERICK R. WEBER III' I Clad Ultimate.Sliding French Door (R.O.) 41 EAST MAPLE ROAD C III 11 1 C "Marvin" CUSFD10048-OXXO-LH 10'-0" x V-10 1/2" A6 GREENLAWN, NY 11740 1111 I Clad Ultimate Sliding French Door (R.0.) 52 NOYAC PATH I u u I A'1 8 I O WATER MILL, NY 119'14 9 Existing Door 21_8" x 6-8 w/Top Lights (Door) TEL 431 154-5555 Model Numbers Refer to "Marvin", StormPlus, Clad, fweberarchitectsgahoo.com © PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL Impact Zone 3. Low-E II w/Argon Glass * Verify Operation SEAL. 2ND FLOOR = 1,134 SF S• FRAMING NOTES: B I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER AL 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. (4 � 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD ROOFTO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. FRAMING 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. OO J\ 'PTy5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® ( 2ND 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. _ REV.: 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8, ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. DATE: JULY 25, 2022 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL SCALE: 1/4" AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. - 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D s 4" O.C. EXTERIOR EDGES AND 6D s 12" O.C. INTERMEDIATE. JOB NO: w2O2IO9 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. DRAWING NO. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS s 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. S2 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT GP DUPLEX RECEPTACLE WEBER G�W.P. DUP.REC.-WATERPROOF 0GFI DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT OI OUP.REC.-(I)SWITCH OPER. Exis mg Steps SPECIAL OUTLET Exist= Ceps ------------------------ -� L �------------^----------- ISI O SURFACE MTD.-CLG. OP SURFACE MTD.-CLG. (Porcelain) -0- RECESSED-CLG. EO WALL MOUNTED - -------------------------- ----------------•---------- ---- \ ------ -------------------------- C DUP. FLOOD II � - \ \ , ----------------______________ ___._------ , rHIGH INTENSITY, SWIZEL, RECESSED r----------------------- I ------------------------ I I CLOSET LIGHT I I I I I ♦�i , 1 1 I I I I z t 1 1 I I I I I I I I Exis In sQ SHOWER LIGHT (Wet Location) I I I I I g O I I j \•\\ •. ! i!/ j l I I I I Ste s UNDERCAB. FIXTURE: I I I I j •''•`�'••.• ! .•''•��.••' I I I I I I ® ® DOORBELL/CHIME Hose I I I I \ I I I 1 1 I I Bib I I I I Iw p �\ I � ' `IF'w.P. I I I I I EXHAUST FAN H W _� I E— $3 F— PADDLE FAN n --_—_—_ i 1 3 1 1 G I�—'I I I I I I PADDLE FAN / LIGHT EW ELECTRICAL NOTES : � � Existing \ I I I I Q I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. I ER TO BE "DIVA" (Slide Control). WHITE. I I I I I STV El ATTIC FAN z 2 DIMMERS 1 I I I I 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. I I I I I O V 1 4- ELECTRICIAN TO SCHEDULE "WALK WITH OWNER PRIOR TO BEGINNING WORK. I I I I I SPEAKER Chandelier I I TVI H W 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT. CO AND LOW TEMPERATURE I ........ . ...... I I I I Qui . I D TELEPHONE DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. I 1 6- AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND INDOOR/ To I I I I I 1 i l t I I ® O CABLE VISION OUTDOOR SPEAKER CONNECTIONS. I I I- ELECTRICIAN TO INSTALL PADDLE FANS t CHANDELIERS I I t I t 2nd loor COMPUTER (Cable t Phone) � © 8- ON SHINGLED WALLS. WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. I I I I t 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. I I I I I LIGHT W/ HEAT/FAN/NIGHT LIGHT I : ii ii I E THERMOSTAT 0 I i l l I I I _ FAN/LIGHT I �__ i l l I I To r I I I I 2nd Floor 0 SMOKE DETECTOR w W I I � 0 � G)co CARBON MONOXIDE DETECTOR �? ----------��----------- --- ---------- SWITCH �y- ----- --------- - ------------I� ---- --- -- ELECTRICAL FIXTURES : t l I PF 4 I Surface 3 SWITCH 3-WAY I 1 1 I I I I F 4 SWITCH 4-WAY OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I 3 I I I I I SWITCH W/ DIMMER I- CHANDELIERS I D D I Wet 2- KITCHEN PENDANT ,� I I 3 3 $w DRAWING TITLE: Bar --- -+-I--------------- 3- BATHROOM WALL SCONCES 1 o = � � � �^ SWITCH WATERPROOF 4- SURFACE MOUNTED CEILING FIXTURES I PePendant : nd JS JAMB SWITCH ELECTRICAL I _��._� Ref. Q K® KEYPAD 5- ALL DECORATIVE EXTERIOR FIXTURES I [111D � ' 6- PATH AND POST LIGHTS I WI Sink ; T TOV D IST FLOOR I- PADDLE FANS1 I I I smt i O EX EXISTING ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I I I I- ALL PORCELAIN FIXTURES I I t o I 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4"4) HOUSING t TRIM (White) 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. i I 4- UNDERCABINET KITCHEN LOW VOLTAGE STRIP LIGHTSIjQ&Q ___ ___-____� I ; AC 41 F I ; r 3 I YYGFI I I GPI _ :______ I JOB: Ir - ---- ----- 1 Qo o i G I LEVAS t Tv Ac2 RESIDENCE I I I 1 II —T-- --------------------- — -------------------- 1 I I T 5335 THE LONG WAY I I I EAST MARION. NY APPLIANCES : Hose TOWN OF 50UTHOLD OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I �\ I Bib SCTM»r 1000-21-05-13 I- RANGE: (6) BURNER DUAL FUEL, 36", BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC I I 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE I I wP I I 3- REFRIGERATOR: 36", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) I I I I ARCHITECT: 4- DISH WASHER: ELECTRIC t PLUMBING I I I 5- BEVERAGE RERIGERATOR, 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE i i I I FREDERICK R. WEBER 6- KITCHEN HOOD: 36"WAS"Hx24"D, CT EXTERNAL BLOWER, 900 CFM I I I I 41 EAST MAPLE ROAD GREENLAWN, NY 11140 7- WASHER: FRONT LOAD I I I 8- DRYER: ELECTRIC DRYER I I i i 52 NOYAC PATH i I I I WATER MILL, NY 11914 I I ----------- ------- - ------ ---- TEL 431 154-5555 f weberarchitecteyahoo.com To Post tIghL SEAL: FLUME3ING NOTES : ., I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE: ENCLOSING WALLS. 'G p' 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. ' 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE: SOUND LEVELS. �R' i " ;sil + 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. �i 6 ALL SINKS ARE TO BE UNDERMOUNT I- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ IRRIGATION CONTRACTOR. .::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::............. 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, POOL HEATER, RANGE, GRILL, AND GENERATOR. ELECTRICAL + 1ST FLOOR o,�Ty REV.: DATE: JULY 25, 2022 SCALE: 1/4" = 1'-0" JOB NO. w202IO9 DRAWING NO. E I OF E2 5 1/2" 8'-10" 5 1/2" 10'-10" 5 1/2" II'_4" 5 1/2" II'-l" \ 3•S•24 New (3) 2 A 2 rrder New (3) 2x12 Girder — ----- -- -------------------- -------------------- — r— ——————— I W. FREDERICK L-------- II I 1111 �, 6x6 Posts on 12"4" P. Conc. ROBERT -------ji - --' -,- Piers (This Girder Line) 1p WEBER --------- ill _1 APPROVE AS NOTED IIIILn r-------- DATE• 5 .2 D.P. 1 17, `——————— —— ---------- r�e Profile of Existing ARCHITECT ECT NOTIFY BUILDING"DEPARTMENT AT e xir, % L J3 Below fcr d6 � i L- - ---_---- 34k� II cc yp.)Porch Post Support (T I I 1 II I I " I I 631-765-1802 8AM TO 4PM FOR THE 1'-4" Ill 1112'-5" I I'-4" 2'-8" I'-4" 2'-10" I'-4" 2'-8" I'-4", -12-S___________-I_�-'__, I I __ __ I `--- p FOLLOWING INSPECTIONS: e�r II �y:;► ��IIILII ._.o �11 _ _._O ��. I y:. I r- T O -LI II _ ��I ' _ _ _ _ _• --- II 1. FOUNDATION-TWO REQUI RED rd 1 2x s _______ ;, FOR POURED CONCRETE(3) 2x12 rr _ _ _ _ _ T o 2. ROUGH-FRAMING&PLUMBING--- I - 3. INSULATION r RECONSTRUCT DECK _ L_ p - x II Oil o (Existing Footprint) o --r I I ► 4. FINAL-CONSTRUCTION MUST 11\ a p III n 11 0 N II - Z Z I I ► I BE COMPLETE FOR C.O. \ II _II _ ALL CONSTRUCTION SHALL MEET THE °1 ill -II O N II " O I ICO I I REQUIREMENTS OFT E CODES OF NEW \\ -u', C4 III all a all 43 0 N 1-1 1 I YORK STATE. NOT RESPONSIBLE FOR T 1 12 \\ 3 Ill II z II z z it Existing P. z I LA I I DESIGN OR CONSTRUCTON ERRORS �•.J / \\ z In II n New 2x10 Nailer fE (Flus ) w/ Conc. Pier 4 1/4 it New 2x10 Nailer E ( lush) Joist Hangers (ZMax) W / 2ND FLOOR \ I�--- I�-------- ----- - -- --- -- -- -- -9---------------- ROOF - ______--_- 1(WJ-1� __ __ --------- COMPLY WITH ALL CODES OF /SEYOE&TOWN CODES RK STAT ..................... ,o AQUIRED AND CONDITIONS 4�� D � AE I SOUTHOLD TOWN ZBA, ._ / w I I New Lx6 Posts SOUTHOLDIOVIALANNING BOARD I 10XIO PVC) � I/�" = 1'—0" S41JF�OCD TOWN TRUSTEES 1053/�' bo , I I I I N.Y.S.DEC SOUTHOLD HPC W I IS'-lo I I SCHD 2x10 Ledger IB LINE OF 100' New 5/4 x4 I I I I (Joist Hangers) IST FLOOR — _ A BLUFF SETBACK Ipe ecking _ I I I 2x10 DJ, 16 Ex. 2x10 F.J. oc - - - - _ Ilk4'-10" to3,_6" 6" 6'-6" f and eps 30" To Grade (Max.) - - - - - - - - - - - - - - - - - - - - - - - - - - A , (V ! Y 3'-9 w Strap D.J. I IS I Post (3) 2x12 to Girders I I Anchors I I Girder Existing a Dn I I I �I6"xl6" P. Conc. 8" P. Conc. o Direction - I I I Piers on Found. Wall ;r Reconstruct of Decking Recc nstru t 'i LI j L, r, Li 20"x20"x10" DECK New 6x6 P.T. Step L_--' L---' L-__, P. Conc. Ftg. _____ --____-__ Post (Typ.) a P Riser _ -- _ -- Note: All Framing in Deck Below Grade) Din to be Line of Cover 13'-8' Pressured Treated Cable Rail, 3' High, `� ,Q �' SQUARE FOOTAGE: 4� Horiz. Spacing, `�5,� ? 4 x4 Posts w/ i ,- REAR COVERED DECK: 416 SF 5/4 x4 Cap -___ ,' I I — D n ____ ___ In REAR OPEN DECK: 251 SF --- -------- _____ ______ COV€RED DECK] �� ______®_______________ ______ ___ Rec nstru t TOTAL REAR DECK: 441 SF Line of Cover --� : .\.. Line of Cover - I I Sqj srser SECTION A 1 _____ ______________ —__________________ — II 3'-9 DRAWING TITLE: —0 I I I I I `�•. ,• ,!. I I I I I I Din IST FLOOR 1 ' li ii i l I �1 Hand Rail ELEVATION I I I I I ••. � ••,• I •.•'•,!.•'• � I I I I I OD for steps SECTION LU Lill 111[EEEEEM co —> JOB: LEVAS- RECONSTRUCT ----- HOUSE FOOTPRINT DECK 0 TOWN OF SOUTHOLD SCTM# 1000-21-05-13 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 SIDE 52 NOYAC PATH DECK WATER MILL, NY 11914 154-5555 Roof _ �Uppet� Deck =-______-_= wa era c31t ctO ahoo.com -- I I I I ......................... K New 6x6 Posts (Encase in , �l c� , IOx10 PVC) '' q � 71 ` i CO Iable Rail I I _ I _ I _ • IST FLOOR PLAN ��A/ II I Ex. 2x10 F.J. ` I I I ihr I I ii I I ii I I 1/4" = I'-0" REV.: FEB 20. 2024 I i, 3'-0" I., i 'f'-0" I I DATE: 29" 2024 r-jI I SCALE: 4" = I'-On JOB NO: w202109 15'-10" d I I I 1 1 I I L_--__-_- I I DRAWING NO. W ST L V TIO �I 11 �a: :, I.r r` C_ J Al ----------- ---------- ------------ F rj OF Al