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Home My WebLink About51107-Z �o4�OF SOpTyo!° Town of Southold * * P.O. Box 1179 �0 53095 Main Rd COOK Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45890 Date: 01/15/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 560 Griffins St Cutchogue, NY 11935 Sec/Block/Lot: 102.-5-9.9 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/18/2022 Pursuant to which Building Permit No. 51107 and dated: 08/21/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front porch and attached garage as applied for. The certificate is issued to: Wyandanch RE Corp Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-0980 ELECTRICAL CERTIFICATE: 51107 12/20/2024 PLUMBERS CERTIFICATION: Chuck Sanders 11/19/2024 Lk UE 0 out oriz 0 ignature �o�S�eFot�r� TOWN OF SOUTHOLD BUILDING DEPARTMENT coTOWN CLERK'S OFFICE A. 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#: 51107 Date: 8/21/2024 Permission is hereby granted to: Wyandanch RE Corp 1325 Locust Ave Bohemia, NY 11716 To: Final Planning Approval needed before CO construct single-family dwelling as applied for per SCHD approval. Replaces BP#48301 At premises located at: 560 Grilling St, Cutchogue SCTM #473889 Sec/Block/Lot# 102.-5-9.9 Pursuant to application dated 7/18/2022 and approved by the Building Inspector. To expire on 2/20/2026. Fees: PERMIT RENEWAL $1,439.90 _ Total: $1,439.90 Building Inspector SOEFn�� TOWN OF SOUTHOLD a�o�° coGy BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48301 Date: 9/16/2022 Permission is,hereby granted to: Baxter Jr, William 6915.SE Harbor Cir Stuart, FL 34996 To: construct.single-family dwelling as applied,for per SCHD approval. At premises located at: 560 Grifing St., Cutchogue SCTM #473889 Sec/Block/Lot# 102.4-9:9 Pursuant to application dated 7/18/2022 and approved by the Building Inspector. To expire on 3/1712024. Fees: CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,544.80 Total: $2,594.80 Building Inspector O��pF SO(/j�Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 en • Q Southold,NY 11971-0959 'Q a �ycom,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Wyandanch RE Corp Address: 560 Grifring St City: Cutchogue St: NY Zip: 11935 Building Permit#: 51 107 Section: 102 Block: 5 Lot: 9.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: License No: SITE DETAILS Office Use Only Indoor 1✓ Basement I✓I Service I✓! Solar r Outdoor We 1 st Floor Well Pool r Spa r. Renovation 1- 2nd Floor W Hot Tub r Generator r Survey r Attic i,—,, Garage Battery Storage 1— INVENTORY Service 1 ph (✓.I Heat Duplec Recpt 77 Ceiling Fixtures 12 Bath Exhaust Fan Service 3 ph (ri Hot Water Gas GFCI Recpt 1 Wall Fixtures 7 Smoke Detectors 5 Main Panel 150X2 A/C Condenser 1 Single Recpt Recessed Fixtures 42 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt G8S Emergency Strobe Heat Detectors 1 Disconnect Switches 53 4'LED Exit Fixtures Other Equipment: Fridge, Oven, DW, W/D Hood, Micro, 150A Panel(2), Mini Fridge Notes: Two Story w/ Unfinished Basement Inspector Signature: X Date: December 20, 2024 Sean Devlin Electrical Inspector _ sean.devlinQtown.southold.ny.us S.Devlin-Cert Electrical Compliance Form 2 UL6 Town Hail Annex Telephone(631)765-1802 M375'Mairi Road Fax(631)765-9502 P.O.Box 1179 ' Southold,.NY 1.1971-0959 �` BUILDING DEPARTMENT TOWN OF SOUTHOLD g i DEC 2 3 2024 CERTIFICATION a Date 1 Building Permit No.. .5, l07 Owner: (P ease print) Plumber•C' ayyJa6. _.... .. .... (Please:print) i I certify that the solder used in.the water supply system eointains less than.240 of 1% lead. ( rs Signature) Sworn to before me this day of 20 ►f►f► .. c�4 Vince"",,,, � ► �, � � , eon d? NOtary:Public J �f 1 OF SOGTyO� TOWN OF SOUTHOLD BUILDING DEPT. coutm, 631-765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: fun oV- o L "l DATE INSPECTOR SOUIyo� #' # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ef DATE INSPECTOR of so - -- �(�/( * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECF ON ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MARKS: w� ;ter 1 oe 51amp DATE INSPECTORIX qel/k OP SO(/lyO� O - - - - # # TOWN OF SOUTHOLD BUILDING Dr. °`ycou 631-765-1802 INSPECTION [ -I FOUNDATION 1 ST [ ] ROUGH PL13G. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [\A ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ,ems- LI N f, IN t44YAMIT V!OkAte-4 DATE 61 INSPECTOR �o�apFSOGIyO� r # # TOWN OF SOUTHOLD BUILDING DEFT. °`y�vurm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] 'CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ' 1--wa D LL ki . DATE INSPECTOR ho��OF 50 6 o # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 . .-.�,(o .r .INSPECTION [ ] 'FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL NO [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTPENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O ; [ ] RENTAL on REMARKS: S i 449--_ Oc7ot��p U/Xcloc- o V4 DATE INSPECTOR ✓ OF SOUIyO� 5007 S # # TOWN OF SOUTHOLD BUILDING DEPT. °`y�o��►�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ .] ROUGH PLBG. [ ] FOUNDATION,2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] -FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT`PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O [. ] RENTAL REMARKS: pry v v (?4. DATE INSPECTOR b � o � LA 3 DEC 2 3 2024 �. 'Z HUNVER NNSULA710K 675 Elton Street, Riverhead, NY 11901 • (631) 283-4120 December 12, 2024 RE: 560 Griffing Street Cutchogue To Whom It May Concern, This is the certify that the above mentioned property was sprayed with no burn thermal barrier. S i n c , 4qAJd--t/- Arl4ne Welsh u. U s DEC 2 3 ?024 w Over Five Decades of Quality and Service r- E i� DEC 2 3 2024 ` ��-< 3 � uu ��. Y t ft� ,� t ^# �. {b, jy °FY F' �. '� � ;,J ,>.r ., � +.+ ,...r... � .. _ .,.. Home Energy Rating Certificate Rating Date:.202*10-27 Final Report Registry ID: 701584519 Ekotrope 1D: kLZnJ8oL HERS' Index • - •; Home: Your home's HERS score is a relative •0 Griffing Street 56performance score.The lower the number, ••ue, NY 11935 the more energy . - . $ 3,311 Builder: learn more, visit www.hersindex.com *Relative to an average U.S.home Robert Fischer Your r Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu]. Annual,Cost criteria.of the following: Heating: 94.9 $6.97 2020 New York ECCC .Cooling' 2.5 $163, 2018:International Energy Conservation Code Hot Water 15:0. $75 Lights/Appliances 36.0 $2;072 Service Charges $204 o Generation (e.g.Solar) 0.0 $0 � Total: 146.4 N _ Home Feature Summary: Ratin 'Com [ete.d� w rao;.Fnergy Home Type:. Single family detached g p Y. o Model:- N/A Energy Rater: Michael Catalar dl Faso �.. :ao Cominuni RESNETID 0210214 Existin ry�. N/A Homegs Conditioned Floor Area: 5>668ftZ Rating Company: Green Guru LL"C 1TD Number'of Bedrooms:, 4 12 Arbutus Court• i10 Prima Heatin S em: Furnace"Natural Gas-%AFUE Reference ' �� ry 9 y 631 398-6906 Home Primary;Cool1hg,System; Air Conditioner•Electric 143 SEER '° .. Rating Provider:,RATERusa 60. Primary"Water Heating:. Residential WaterHeater.•Natural Gas,•0:65 Energy g Factor .. PO 80X,1280 70, HouseTi Lift, g 855-273-'7872 rb h�n 00FMso Ventilation: 1 60;Watts•ERV � '°`. 40 .ThiSHome ,Duct.Leakage.toOutside:, uniested Forced.Air ' `P x�ae••Asa e f j0' Above Grade Walls: R 19 c m�a�• 20 'Ceiling: Vaulted Roof,R-42 �/�. ,,,,/� •"°� Zero n0ji.gy 0 WiodowType: U:Value 0 31;SHGO 0 32 Foundation Walls: R-75 Michael Catalano,Certified Energy Rater mmuRwa '�°` Framed Floor: R-30. Digitally signed:.11/14/24.at 2:22 PM ekt • •r • • e 1 • • • • • • e t • • • ,• • •►• a •• ' • Provider. IECC 207`8 Performance Compliance Property organization Inspection-Status' 560 Griffing Street. Green GuruLLC 2024-10=27 Cutchogue;NY 11935 Michael Catalano Rater ID(RTIN):021021.4 RESNET Registered 021,0214.225 560GriffingStreet11915 Builder (Confirmed) Robert Fischer Annual Energy Cost Design IECC 2018 Performance: As Designed Heating $1936 $1,681 Cooling $255 $252 WateWeating $279 . . . .$279 Mechanical Ventilation $52 µ $93. -, subTotal Used to determinecomphancew___._ Lights&Appliances w/outVentilation $1,539 $1,539. Onsite generation , m� _ $0 $0 $3,844 R4053 Source Energy Exceptions The proposed home uses 16 MBtu LES5 source energy than,the reference home. Requirements R405 3 Performance based compliance passesby9 0% The proposed house:meets the IECC 2018 Performance reference energy bill requirement 69MBtu) R402A.1.2 Air LeakageTesting Alrsealing is 220 ACH at 50 Pa.It must,notexceed 3.00"ACH at 50 Pa Area weighted average fenestrationSHGC is 032The maximum allowed value is[Nb R4025;, Area weighted averagevfenestration sHG[ R4025 Area weighted average fenestration U factor - 11403.61 Mechanical Ventilation Efficacy r_ R40333 DuctTesting , Mandatory. de;co requirernents that are not checked_ Mandator 2018 IECC Mandatory eheckiist must bechecked as.complete. by Ekotrope must be met I IRCM150543 Mediamcah/entilaUonRate x R4052 Duct Insulation, M All ducts outside the thermal.envelope must be insulated.to,at least R6.0 Design exceeds requiroinents,f6t IECC:2078 Performance compliance by 9/0. As_a3rdpartyektensionofthe code jurisdictionutilizingtheserep0i, lcei'�i Ahat this eriergycodecbmpliinee document has been created:in accordance with the requirements of Chapter 4'of the,adopted International Energy Conservation Code based on SUFFOLK:county.'k,rating.is Projected,I certifythat the building design described hereiwis consistent with the building plans, specifications;and othercalcutations submitted with the permit application.If rating is:Confirmed I certify that the address referenced above has been inspeetedltested and'thatthe mandatory provisions of the IECC have been installed to;meet or exceed the intentofthe IECC or will be verified as such by another party.. Name;, Michael Catalano Signature: . Wad&Ids" Organization: -- Green Guru LLC Digitally signed:. 1.1714/24'at 2:22.PM Ekotrope RATER,-Version 4.0.1.3519 .IECC 2015 Perrormancecompliance results calculated using Ekotrope RATER'senergy'and code compliance algorithm Ekotrope RATER is a"RESNETAccredlted HERS'Rating Toot All results are based on data entered by Ekotrope users. Ekotrope disclaims all liabilityforthe Information shownonthis report 560 Gaffing, Street, Cutchogue, NY 11935 Builder:Robertfischer THIS f HOME IS CERTIFIEDTO MEETTHE ; 2018 INTERNATIONAL ! ' ► 3 Building Features Ceiling Vaulted.Roof,R-42 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-1.9 Duct Leakage to Outside .Untested Forced Air(Exempt) Foundation Walls R-15 Total Duct Leakage Untested(Exempt) Framed Floor R-30 Heating Furnace•Natural Gas•96 AFUE r t Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Conditioner,Electric 14:5 SEER Infiltration 1800'CFMSO(220 ACH50) Water Heating Residential Water Heater•Natural Gas•0.65 Energy ell Window U-Value:031,SHGC 0.32 Factor e" E �r As'a 3rd partYextension of the code jurisdiction.utilizing these reports,l certify that this energy code compliance.document has been created in'accordance with the requirements of Chapter4of the l adopted International Energy.Conseivation Code based on SUFFOLK County.If rating N ProjectecO cerio:hat the building design described herein is mnsistent with the building plans,specifications; r and other calculations submitted with the permit application.if rating is Confirmed,I ceiti that the address referenced above has been ins ected/tested and that the mandatory rovisionsof the IECC 6 P PP 9 ty P ry P I have been installed to,meet or exceed the intent of the IECC or will be.verified assuch by another party. ! Name: Michael Catalano Signature: i organization: Green Guru LLC Digital ly,'signed: 11/14/24 of 2:22 PM 6 i f Ekotrope RATER-Version 4.0.13519, 20781ECCcompliance resuks calculated uOng Ekotrope RATER's ene-rgyand codecompi.'iance algorithm., j Ekotrope RATER is:a RESNET Accredited HERS Rating Tool.Alf resu@s are based on data entered by Ekotrope users. Ekotrope discUms all liability.forthe information shown on this.report New York ECCC 2020`Perform-artce`Complianee.- Property Organization Inspection Status 566 Griffing'Street Green Guru'LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano Rater ID:(RTIN):0210214 - RESNET Registered 021`0214.225.560GriffingS- treet11935 Buildek (Confirmed) Robert Fischer Annual Energy Cost Design New York ECCC 2020.Performance. As'Designed Heating $L956 $1,681 Cooling $255 $252 Water Heating $279 $279 Mechanical Ventilation -: $52-- -- --- — -- -- --- - ----$93 SubTotal-_Used to deternliine compliance Lights&Appliances w%ut Ventilation $1,539 $1,539 Onsite generation R4053 Source Energy Exception-.-The proposed home uses 17.5 MBtu LESS source energy than the reference home. Requirements The proposed house meets the Newyork KCC2020 Performance reference energ'bill R4053 `^-T^--Rerformance basedxomplIance passes by9.7% - , ' - - -- re quirementby$23755(175 MBtu) _—__ _-_ ------_-. __ R402.4.1.2 Av Leakage Testing Air sealing is 2.20 ACH at 50 Pa.It must not exceed 3 00 ACH at 50 Pa.. R402.5. Area wei hied avers a fenestration SHGc Area weighted averagefenestraUon SHGC is 03Z The mawmum allowed value is[IVo 9, g, Limit). ! R402.5 - Area-weighted,average fenestrationU-r-actor -- ®' R4041' Lighting Equipment i �_- __ 11403AT Mechanical Ventilation[Efficacy, ® R40333,' UuctTestmg ti Mandatory code requirements that are'not checked ® Mandatory Checklist NewYork2020MandatoryRequirementsmustbe checked ascomplete. - -_.—1i by Ekotrape�must be met -- - ® R4036, MechanicalVe'ntiiallon.Rate ® R405.2 Duct Insulation All ducts outside the thermal envelope mustbe insulated to at leastR6.0. Reslgn.exCeeds,requirements for,New'York ECCC 2020 Performance compliance by 9:7%. As a 3rd party'gxtension of1he code jurisdiction utilizing these reports,f�ertifyth'atthis energycode compliance document has been created in accordance with the requirements of Chapter of the adopted International Energy Conservation Code based on;SUFFCLK'County.If rating 6 Projected.I certify that-the building design described herein is consistent with the building plans, specifications,and othercalcuiations submitted with the permit application.If rating is Confirmed;I certify that the address referenced above has been inspected/tested:and that the mandatory provisions of the IECC have been installed to:meet or exceed the:intent o£the IECC or will be verified as such by another party. Name: Michael Catalano -Signature:. C;a&Qnla Organization: Green Guru LLC Digitally signed:. 11/14/24 at 2:22 PM Ekotrope RATER-Version 4.0.13519 Newyork ECCC2020 Performance compliance results calculated using Ekotrope RATEfrs energy and code compliance algorithm,Including appropriate amendments. Ekotrope RATER Is a RESNErAccredited HERS RatingTool.All results are based on data entered by Ekotrope users Ekotrope'disclaims all liability,for the information shown on this report 560 Griffin ..g t'reet Cutchogue, NY 11935 . . Builder:Robert Fischer i THIS HOME IS CERTIFIED TO MEET THE NEWYORK ECCC 2020 ENERGY • D Building Features' Ceiling Vaulted Roof,R.-42 Duct Supply R-B:O;Return R-8:0 Above Grade Walls R-19 Duct Leakage to Outside Untested Forced Air(E)(empt) j Foundation Walls R-15 Total Duct Leakage Untested(Exempt) Framed Floor R-30 Heating Furnace-Natural Gas•96 AFUE Slab R-0.0-Perimeter,R-O:O Under Cooling Air Conditioner-Eledrie-14.5 SEER i eInfiltration 1800'CFM50:(2:20 ACH50) Water Heating Residential Water Heater•Natural Gas•0.65 Energy 1 Factor � � � � Window U-Values 0.31,SHGC:0.32 I €. f Asa 3rd partyextensron of the code:jurisdidion utilizing these reports,I certify that this energy code compliance document been`created in accordance viith therequirements of Chapter 4 of..the k adopted international Energy.Conservation Code based on SUFFOLK County.if rating is Projected,I certify that the building"design described herein is consistent with the buildingplans,speaficatiions,, and other calculations submitted with.the,permit application.If rating is-Confirmed,I certify that the address'referenced above has been inspected/tested and that the mandatory provisions"of the iKC 4 have been installed to.meet or exceed:the intent ofthe IECCor will be verified as such by anotherparty i �,A �,�� , �� Name: Michael Catalano Signature: I /i'1 ta��2GlP,G Organization: Green Guru LLC Digitallysigned: 11/14/24 at 2.22'PM d 4 Ekotrope RATER-Version 4 0.13519, NetivYork ECCC 2020 Certificate.eompliance results calculated using Ekotrope RATER's energy and code compliance algorithm,;including appropriate amendments_ Ekotrope RATER is:a RESNETAccredited HERS RatingTool.All results are based on data entered by Ekotrope users. i' Ekotrope disclaims all liability.forthe information shown'on this.reporL. i Energy Codes Inspection Checklist Property Organization Inspection Status 5,60 Griffing"Street Green Guru•LLC 2024-10-27 Cutchogue,NY'11935 Michael Catalano Rater ID:,(RTIN):0210214 RESNET Registered 02102.14.22556OGriffing5treed 1935 Builder. (Confirmed) Robert Fischer. General Building Information Conditioned Area(sq ft) 5,668 Conditioned Volume'(cubic ft) 49,135 - insulated Shell Area(sti ft) 12,11218 The building energymodel in Ekotrope reflects the building-assemblies and energy features listed below.Sometimes energy features will change in the field from what,has been modeled..The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code.. Slab Name:Slab(1,895sf.,179 6 ft:exterior perimeter) R-0 perimeter insulation,R-O under slab insulation. Framed Floor Name:Second.Flooe (623 s.f.) R-0 continuous insulation,R-30:tWtyinsulation Insulation Grade:'l foundation.Wall Name FD.W conditioned(Exterior.Perimeter[ft]:-239.58,Height Above Grade[ft]:1,Depth Below Grade[ft]:7) R-0:continuous.insulation,R-15 cavity insulation Insulation Grade: Fully insulated(top to bottom) Name:FDW e6nditioned:(Werior Perimeter[ft]:2458,Height-Above.Grade[ft]:1,Depth Below Grade[ft]:7) R-0 coritinuous-Insulation,R-15 cavity insulation' Insulation Grade:l Fully insulated:(top to.bottom), Above Grade Wall Name:Walls(3,848 s.f) R=O.continuous.insulation,R-19_cavity insulation Insulation Grade:l 1 Energy:Code Inspection Checklist. Property Organization Inspection.Status 560 Griffing Street Green Guru LLC 2024=10=27 Cutchogue;NY.11035 Michael Catalano Rater ID(RTIN):.0210214 RESNET Registered 0210214.225.560GrifflngStreet11935 Builder• (Confirmed) Robert Fischer El Name:Walls Garage(335 s.f.) R-0 continuous.insulation,R=1.9 cavity insulation Insulation Grade:I Rim Joist Name:Rim(179.6 s.f.) R:20.00 Name:Rim to Garage (37.3 s.f.) R:20.00 Name:Band(248 s.f) R:20.00 Ceiling,/Roof Name:Ceiling (2,833 s.f.) R-0 continuous insulation,R-42.cavity insulation. Insulation Grade:I Opaque Door Name:Front Door.04.1 s.f.) R.2.80 Name:Side Door(235 s.f.) R:2.80 Name:Rear Slider"(19.7 s.f.) R:2.80 Glazing . Name:W1'H(9 s.f), U:0310, ;SHGC:0.32, Orientation:SOUTHWEST 2 Name:11V1 H(9 s.f:), .U:0.310; SHGC:0.32, Orientation:SOUTHWEST Energy Code Inspection Checklist Property Organization InspectiowStatus 560 GriffingStreet Green Guru LLC 2024-10-27 Cutchogue,NY 11935. Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 021.0214.225.560GriffingStreef1 M5 Builder. (Confirmed) Robert Fischer Name:W2G(4 sf.), U:0.310, :SHGC:0.32, Orientation:SOUTH—WEST Name:W3A(18's:f.), U:0.310, SHGC:0.32, Orientation:SOUTH-WEST Name:W3A(18 sf.); U:0.310; SHGC:0.32, Orientation:SOUTH—WEST Name:W3A(18 s f.), U:0.310, SHGC:0.32, Orientation:SOUTH WEST Name:W4k(9 sf.), U:0.310, SHGC:0.32, Orientation:SOUTH WEST Name:W513(133 sf.), U:0.310, SHGC:0.32, Orientation:SOUTH—WEST Name:W513_03.3 s:f.), U:0:310,. SHGC:0.32, Orientation:SOUTH—WEST Name:W513(13.3 s f), U:0.310, SHGC:0.32, Orientation:SOUTH-WEST Name:W3A(18:sf.), U:0.310, SHGC:0.32, Orientation:SOUTH WEST Name:W3A(18 s f.), U:'0.310, SHGC:032, Orientation:SOUTH—WEST Name:Front Door(8.3 s.f.), U:-0.310, SHGC:-032, Orientation:SOUTH WEST Name:W68(17.3 s.f.), U:0.310, SHGC:0.32, Orientation:SOUTH WEST Name:W6B.07.3 s.f.), U:0.310, .SHGC:032, Orientation:_SOUTH_WEST -Name:W3A(1&s.f.), U:0.310, SHGC:032, Orientation:SOUTHEAST Name:W3A(18 sf.), .U:0.310,. SHGC:0.32, Orientation:SOUTH—EAST 'Name:W3A(18,s.f.), U:0.3.10, SHGC:032, Orientation:SOUTH.EAST Name:W3A(18 s.f.), U:0.310, SHGC:0.32, Orientation:.SOUTH—EAST 3 Energy Code Inspection.Checki.ist.. Property Organization Inspection Status 560 Griffing Street Green Guru LLC, 202410-27 Cutchogue,NY 11935 Michael Catalano Rater.l0(RTIN):0210214 RESNE 'Registered 0210214:225,56OGnf hgStreet11935 Builder- (Confirmed) Robert Fischer Name:W3A.(18 sf), U:O'.310, SHGC:0.32, Orientation:SOUTH—EAST Name:W3A(18 s f.), U:-0.310, SHGC:0.32, Orientation:SOUTHJASL Name:W7J(10.5 s.f), U:0310, SHGC.0.32, Orientation:NORTH-WEST Name:W81(14.3 sf.), U:0.310, SHGC-0.32, Orientation:NORTH—WEST Name:W613(17.3 s fjr U:0.31.Or SHGC:032, ' Orientation NORTH—EAST Name:W6B(17.3 sf.), U:0.310, SHGC:032, Orientation:NORTH. EAST Name:W613(1731.&Q, U:0.310, SHGC:0.32, Orientation:NORTH—EAST Name:W6B(17.3 s f.), U:0.310, SHGCi 032, Orientation:NORTH—EAST Name:W613(17.3 s f.), U:.0310, SHGC:0.32, Orientation:NORTH—EAST Name:W6B(17.3 sf.), U:0.310, SHGC:0.321 Orientation:NORTH—EAST Name:W611(17.3 s.fl U:.0.3110, SHGC:0.32, Orientation:NORTH—EAST Name.W8H(9 sit), U:0310, :SHGC:0.32, Orientation:NORTH—EAST Name:W9F(22 sf.), U:0.310, SHGC:0.32, Orientation:NORTH—EAST Name:W1 OE(10.5.s1j, U:0.310, SHGC:0.32, Orientation:NORTH-EAST Name:W1 OE(10.5&Q, U:0.310, SHGC:032, Orientation:NORTH-EAST Name:W10E(105 s.f.), U:0310,. SHGC:0.32, Orientation:NORTH-EAST Name:Slider(72.5 s.f.), U:0.310, SHGC:032, Orientation:NORTH-EAST 4 Skylight Energy Code tnspecti:on Checklist Property Organization Inspection Status 560 Griffing Street Green Guru LLC 2024-10=27 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.225.560GrMiingStreet11935 Builder (Confirmed) Robert Fischer Mechanical Ventilation Mechanical ventilation system rated for,and capable of,providing.continuous ventilation. System shall include automatic timing controls. System type:ERV,24 hrs/day,60.Watts Mechanical Equipment, Fuel-fired air distribution(1)-Natural Gas-100%Heating Load@ 96 AFUE Air conditioner Electric-100%Cooling Load @ 14.5 SEER Water Heating -Natural Gas-100%Hot Water_Load @ 0.65 Energy Factor Air Leakage Control Test Status:Blower-door tested House is air-sealed as to achieve 1,800 CFM50(2.20 ACH50)or less at final blower-door test. Infiltration Requirements.for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 20121ECC Infiltration limitforthe design.home is,ACH50. 2015 IECC Infiltration limitforthe design home is3 ACH50. 20181ECCInfiltration limit for the design home N-3 ACH50. 2021 IECC Infiltration limit for the design home:is 5 ACH50. Duct Leakage Duct System 1 All ducts and'equipment conditioned space Untested 5 Energy Code.Inspection Checklist. Property Organization Inspection.Status 560 Griffing Street Green Guru LLC. '2024-10=27 Cutchogue,NY.11935 Michael Catalano Rater ID(RTIN):0210214. . RESNET Registered 0210214.225.560GriffingStreet11035 Builder (Confirmed) Robert Fischer Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test:Duct Leakage to Outdoors<=8 CFM25./100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25./100 sq ftCIA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft'CFA. 2012 IECC Mandatory,2015,2018,&'2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25/100 sq-ft.CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25!100.sq ft CIA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/100 sq ft CFA. * Note:.lECC2021 requires.Total-Duct Leakage<=8 CFM25/100 sq ft CFA when all ducts and-air-handlers arewithin the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS,ail ducts and-air handlers.are located entirely within the thermafenvelope. There is no pass/fail threshold for-duct leakage on the performance path. Project(Votes 6 Building Summary Property organ-nation Inspection status 560 Griffing Street Green Guru LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano Rater ID(R-nN).0210214 RuNEr Registered,(confirmed) 0210214 225560GdffingStreet11935 Builder Robert Fischer General Buildi g Information 4` Number Of Floors 2 Conditions h or Area[sq_ft]_ _ Has ElectricVehideReady Space�_^ _ No^ _�._._( _ _ -- Unconditicned,a(tachedgarage? _ Yes-___- Conditioned Volume[cu.ft1 49,135 ResidenceType_ Single family detached Number ofFloors in Building_ - ' Floor Number - Community R_ESN_Ef/IECC_200Gb2018 QimateZone 4A_ IECC2021 Climate Zone 4A Foundation Wall } Name LibraryType Height Above Grade Depth"lowGrade Perimeter Location Enclosing FDW,conditioned, 11-15,:Ful) 1i• J 239.58: Exposed.Exterior Conditioned.Space FDWconditioneW R-15,Full, 1, ' 7 2456' Exposed'Extuior Conditioned space Foundation Wa11 Library list Name Feet FromW2UToppT6 Feet FromWaUTopTo Is Fully Insulated 'Continuousilvalue CavityR-value Effective Insulation R- ContinuousInsulation Continuous Insulation value Top bottom R-15.Full' WA WA, Yes 0.001 15.00 WA Slab Name Libraryiype Perimeter Floor Grade CarpetR Exposed Masonry Surface Area Location Enclosing Area Slab Uninsulated; 179.6 Below Grade 123; 0, 1,895.0 fe Exposed Exterior Conditioned Space Slab Library list Name Wall Construction SlabComptetefy Underslab Perimeter Perimeter Perimeter Thermal Break EffediveR-value Type Insulated' lnsufation Width Insulation Depth insulation R Value Insulation Is R1 ft] Exterior Uninsulated, Wood,Frarimet No 0. 0' ,0 Yes No 0.00 Other, Building Summary Property Organization Inspection status 560 Griffing Street Green Guru LLC 20241 G-27 . Cutchogue,NY 11935 Michael Catalano Rater ID OMNI.0210214 RESNEfRegistered(Confirmed) 0210214.225560Grif iing5treett1935. Builder Robert Fischer r MSe-cond Name Library7ype earpetR FloorGrade surface Area Location Fiaar R30' 1.23 Above.Grade. 623Aft'. Unconditioned, attached garage Framed Floor library list Name Effective R-value R30. 28.60 Rim Joist Name Libraryrype Surface Area. Location Band' R'19.0; 248Oft='". Ekposed',Exterior. Rim, R 19.0,1 179.61t`' Exposed Exterior: Rim to Garage. R 19,O, 37:3 fe; Unconditioned,attadhed garage'` Rim Joist library list Name Effective Insulation R-value R 19.0:.: 20:00 Wail Name Library7ype Surface color solar Absorptance surface Area Location Walls- _ R-19, Medium, 0:i5j 3 848 O ft"` Exposed Exterior Walls Garage R-19` Medium? -0.751 335A'fe Unconditioned,atta,&eds garage; 2 Building Surmmary' Property organization Inspection Status 560 Griffng Street, Green Guru LLC 202410-27 Cutchogue NY11935 Michael Catalano Rat&IDwriN)0210214 RESNEFRegistered(Confirmed) 0210214.225560GrifflngStreetl1935 Builder Robert Fischer M =fflbrly List Name Effective R-Value R-19 16.798 Glazing s �^x =,. Name Ubrary7ype Wall Foundation Wall- IsOperable Overhang-Overhang FtTo OverhangFllb :Orientation. Surface Area Assignment Assignment Depth, Top. Bottom Front Door" Dbl/Loli Walls Yes 1 4 8.2 Southwest 83ft Woad3132: Slider. Dbl/LoE= Walls Yes t 15. 225 Northeast 725fe Waod3132! WME DbULaE , Walls Yes 1. 3 75 Northeast 105 ft Wood3132 .W10E. DbYLoE- Walls _ Yes ti 7 1.1.5 Northeast 1o5fe Wood3i32' ' � W10E` Dbloli WAS Yes 1. 10A 14.9 Northeast 105 ft WN od3132; WIW Dbl/LoE Walls. Yes t; 02' 3.8 Southwest 9.bfe Wood3132'. W1H DbYLoE=; Walls Yes 1 0.8 3.8 Southwest 9.Ofe Wood3132! W2G` DbVLoE-. Walls. Yes 1 13 33 Southwest 4.0fe Mod31321 W3A Dbl/Loli Walls Yes 1 4 10 southwest 18.0fe Wood31324 W3A. 0.bYLoE= Walls Yes, 7' 4 10 Southwest 18.ofe Wood31321 WMA DbYLOE Walls'• Yes; 1: 7 13 Southwest 1amfe Wood3132, -W3A' 661/LoE2 Wails. Yes 1 4 10 Southwest 18.6fe 'Wood3132f W3A, Dbl/Loli ; Walls Yes 1 4 10 Southwest 18.0..ft Wond3132 W3k D6VLoE-: Walls Yes L . 2.2 8.2 Southeast 18.0w Wood3132 W3A'. Dbl/LoE= Wails Yes 1 88 14.8 Southeast 1&ofe Wood3132• W3A' ' b6i/LoE walls'. Yes 7 16.1 22.1 Southeast laofe Wood3132 W3A; DbVLoE-; wails• Yes 1' 88 148 Southeast 1&oft' Wood313Z W3A: DbVLoE-; Wails Yes 1 7.9. 13.9 Southeast 18.Ofe Wood3132E W3A DbYLoE-! Walls. Yes ;1. 7.9 13.9 Southeast 1&Oft' -Wood3132, W&1 DliVLoE-.- Walls Yes 7 7 10 Southwest 9.oft Wood3132; W51); DbYLoE- Walls Yes 1 0.6 5 Southwest 13.3fe Wood3132 3 Building Surmma"ry property Organisation inspection Status 560 Grilling Street Green GuW LLC :2024-10.27. Cutchogue,NY 11935 Michael Catalano' Rate's ID IRTINk 0210274 RESNETRegisteted(Confirmed) 0210214.22556OCi4ngStreet11935 lhrilder Robert Fischer Name Obrarylype Wall FOundationWOU Is Operable. Ovedian�g 'Overhang'FtTo Overhangktii Orientation Surface Area Assignment Assignment, Depth` Top' Bottom W5D; DbVLoE;, Walls Yes 1 b6 5 Southwest 133fe Wood3132 W5D.• DbULoE Walls Yes 1` 66 5 'Southwest 133fe. Wood3132`• W6113 DbVLoE Walls, Yes 1:4' 4 93 Southwest 173 fe Wood3132; W68, DbVL6E-; Walls Yes 1.4. 4 93 Southwest 173 fe' Wood3132 WM DbULoE7. Walls, Yes P 33 8.7 Northeast. 173 fe Wood3132 W68, DbULoE-' Walls. Yes, T, 4.7 10 Northeast 173W Wood3132 W6BI Db,ULoE Walls Yes' 1`.- 33 8.7 Noith'east 173 fe 'Wbgd3132` W6B DbULoE_; Wails' . Yes 1.. 35 8.8 Northeast 173fe Wood3132 W6111� DbULoE' Walls Yes 1 SJ 11' Northeast 173ft' Wood3132 W6B; DbVLoE Walls Yes' 1 5.7 11 Northeast 173 fe Wood3132G W6B', DbULoE: - Walls ;, Yes 1 3.5 8.8, Northeast 173 fe Wood3132 W7J, DbYLoE Walls Yes F 3 65 Northwest:- tOSft' Wood3132' WBH, _ DbVIoE Walls: Yes 1 Oa 3.1 Northeast 9.ofe Woo6132i. W81 Dbl/LoE= Walls., Yes 1'' 3 -:65 Northwest 143fe, Wood3132' WQF; DbULoE Walls, Yes. 1 143 19 Northeast- 22.Ofe Wood3132: . GiazingLibrary List Name : Shgr .U-Faetor DbVLoE-Wood3132. 032- 0310 r i�Skylight None Present SkylightLibrary List None.preseM: 4 . Building Summary Property organization Inspection Status 560 Griffing Street Green Guru LLC 2024-10-27 Cutchogue,NY 11935 Michael 6talano Rater ID WIN):0210214 RESNEf Registered(Confirmed) 0210214225560GdffingStreetl1935 Builder Robert Fischer Opaque Door Name tibrary7ype WallAssignment Foundation Wall EmittanceSolarAbsorptance Surface Color surface Area Location Assignment Front Door;,2-1%4Wdsolid.core' Walls 0.9 0.75, Medium 14.1.fe Exposed Exterior RearSilder 2-1AWd solid core. Walls 0.9.' 0.75: Medium 19:Zft Fxposed.Fxterlor Side Door''2=114Wdsolidcore walls. 0.9! 0J5,, Medium 235fe Exposed Exterior Opaque Door Library List Name Effective e-value 2-1/4 wd solid core. -2180 Roof insulation Name Library' Attie Glayor Doesthe Roof Slope -Ceiling Eave Height Eave Surface Solar Surface Location Type Exterior Concrete Roof have Framing `n.] Length[in.] Color Absorptance Area Area Eft") Roofiiles EavesZ Height[in.] Ceiling' R-42,. 2.833, No; No; WA WA WA WA. Medium 0.75 2;833.0 ft Vaulted Roof Vaulted =Insulation Library List �°�' Name Has Radiant Barrier Effective Ft-value RAZ Vaulted. No 31.733 Whole House itr—at I n Infiltration MeasurementType. Shelter Cfess 1800 CFM at 50 Pa. Blower-door tested, 2- i 5 Building Summary Property Organization inspection Status 566 Grilling Street - Green Gum LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano Rater ID(lift 0210214 Rmuflegistered;(Confirmed) 0210214.225560GriffingStreeti 1935 Builder Robert Fischer Mechanrcai Ventrlatron Ventilation7ype VentilationRateifel Operational hours Fan Watts Runsoncee`ery Energy Recovery; Model Number Manufacturer Minute] per day three hours Percent . ERV, 100 CFM' 24 60 Watts No 66 Lighting %Interior Fluorescent %Interior LED Lighting, 96 Exterior Fluorescent Exterior LED-Lighting %QarageFluorescent %GarageLEDUghting Lighting Lighting Lighting 0 100 ,0, 100; 0 0, MORE None Present Onsite Generation Library List None Present =Genc.—ration' None Present Dehumidifier None Present Dehumidifier Library List None Present 6 . Building Summary Property organization Inspection Status 560 Gr'dfing Street Green Guru.LLC 2024-10-27 Cutchogue,NY 11935 Michael Catalano Ratei ID(RT1N):0210214 RESNETRegistered(Confirmed) 0210214.225560Gr1ffingStreet11935 Builder Robert Fischer �Ili IN MH:Ouse Fan None present, =051mee Fan Library List �'` None present Con�itioning q P E ui menuk lig: Ili; - Name" Librarylype Serial Number Heating percent Load Coolfng'Percent Load Hot Water percent Load Location Aircoriditioner 145SEERAk-4ton 0% 100°6;- 096 Conditioned Space Fuel-fired air distributions 96AFUEGasFurn70k 10094i 045 016, ConditionedSpace Water Heating 50.gaIC6.65EF Gas 0% OW 1.00%, Conditioned Space Elqu�pmentType14.5SEER A!C 4 ton _Equipment Typ AirConditioner - -.. Fuel Type _ Electric Distribution. _.._-._. _ . -_-- Forced.Air�____._. TPSC(Single Speed). - _Heat•PumpSys ggjT-y e" -- „--- - Split System, Cooling Efficiency._Un Caog,Capacitl!,[kB[u/hl _ Equi entType:50 gal.0.65EF Gas _•Egu)pmertType_— _ Residential Water- "Fuel Type Natural Gas Distritiutlonlype-_ ••_ _ _ _,__ _Hy_drontcpelnrery_(Radlani) Hot Water Efficiency - _ •_ 065 r oEnergyFad - 50 - ------ --- - HotWaterCapacilX[kBtu)h] ®-- RecoveryEffidency 7 Building Summary Property Organization Inspection Status 560 Griffing Street Green Guru LLC 2024710-27 Cutchogue,W 11935 Michael Catalano :Rater ID(RTIN):0210214 RUNETRegistered(Confirmed) 0210214.225560Grifiing5treet)1935 Builder Robert Fischer rEAAE pment Type:96AFUEGasFurn70k entType_ - Furnace , pe _ Natural Gas - rtlonTY.pe_.__! - _ ForcedAir � Type y _ PSC(5ingleSpeed) _ g 96 AFUE g Capacity Wu/hl. - -- - fault EAE- =._..____- — - _-_No ___—__ �____— Wh]_ 607 Distribution System Heating Equipment Fuel-fired air distribution(1) _CoolingEqulpment____� _ T Airconditioner__T IS All- Equipment In Conditioned Space Yes. . . . . .. . . ' Leakage Default _— __ HERS Default Leakage Duct System Efficiency 0.88 V HUAC Grading WAC_GradingNot_Conducted __ --- _----_-•___ ___ � ___.__.___ __� Ceiling Fan Has.Ceiling_Fan: . . .. _. :._...-.- No Water Distribution Water-FoctureType_ - -. Standard Use Default Hot Water Pipe Length No Hot WaterPipe Length[ft] At LeastR3 Pipe Insulation? Yes Hot Water Recirculation.System:--____ -__ _ -No Drain Water Heat Recovery? No ClathesDryer Cef_— —-- — _ 232 Fuel Type -- --' Natural Gas Field iPlIzailon Moisture Sensing Is Outside Conditioned Space_ ' v No Clothes DryerAv_aifable _ _ _ Yes DefaultsType Custom — 8 Building, Summary Property organization, Inspection Status 560.Griffing Street' Green Guru LLC 202410-27 Cutdiogue,NY11935 MfchaeiCatalano Rate rID(FMN)0210214 RESNEr Registered(Confirmed). 0210214.225.560GriffingStreet11935 Builder Robert Fischer Clothes Washer Label 152kWti/Year Annua $12 00 l Gas Cost - - _ Gas Rate -_` $1.09Trherm -- Capadty Imef. _ _ 2.06 Defa#i;s;T pe Load Type Front-load _._._-y .-._._-._-.._ __-_---__._. _- __. —_ LoadsFerWeek; Is Outside Conditioned Space No Clothes_WasherAvailable _ _.__ _Yes Dishwasher - - - - -- --- - DishwasherQefaultsType_ ___. ____. ENERGYSTARStandard Dishwasher Size Standard. Ulshwasher_Effidencyi 270kWh Annual Gas Cost $22:23 Gas Rate S1.09/rherin, Is_Outside-Conditioned5pace_T--- _�--_--Ng�- --------_------_--_-_--�---- , . Dishwasher-Available Yes ApI.pliances and Controls Programmablethermostat3 _ - Yes - ------ - --��- ----_- Range/Oven Fuel Natural Gas ConvedlonOven7�-___-- ---_---_____ .Yes__. ---------- Induction Range?.-._.� Yes Range70yen Outside Conditioned_Space? ^__ Na__ RefrigeratoKonsumption y _ 691 kWh/Year Refrigerator Outside Conditioned Space?__ � No Notes 9 8u11der:Affidawt, Property Organization InspectionStatus 560 GriMhg Street Green Guru LLC: 2024-`10-27 Cutchogue;NY.11935 Michael Catalano. Rater ID,(RTIN):0210214: RESNET Registered 021'0214:225.561)GriffingStreetl1935.'- Builder (Confirmed) Robert Fischer = Important Notice to Builder Builder affirms in this:affidavit that all building characteristics described in the Building Summary.Report.-accurately reflectthis:New Home:•Builder agrees to.allowthe.Home Energy.Rating System(HERS)Provider:and/or.Rater to-verify:building,characteristics-of this New.Homefully at the HERS Rater/Provider's discretion.The HERS Providerandl Rater do_not create or imply.any duty.-or.obligations to: Builder or.any subsequent owner.Builder is responsible for taking any actions necessaryto protect Builder's interest.There is no guarantee or warranty whatsoever"'pressed or impl ied from'the:`HERS Provider orRater.' HERS®Index Score:56 Builder Name::Robert.Fscher Builder Signature:, Name: Michael.Catalano. Signature: u; . . Organization: Green Guru LLC Digitally'signed: 11%14/24 at'_2:22 PM . Ekotrope RATER,=Version 4.0.1:3519 All resutt5 are based on data entered by Ekotrope users:.Ekotrope disclaims all liability forthe information'Shown on:this report OFFICE LOCATION: Q�SO(fjy MAILING ADDRESS: Town Hall Annex ti0� DSO P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY ep ac Telephone: 631 765-1938 G • Y� www.southoldtownny.gov lyCOO PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 13,2024 James Rosenberg Wyandanch Real Estate Corporation 1325 Locust Avenue Bohemia,NY 11716 Re: Griffing Street Revegetation Progress Report—Lot 2 Completed SCTM#1000-102.-5-9.8 &9.9 560 & 720 Griffing Street, Cutchogue Dear Mr. Rosenberg: This letter is to notify you of the results of the site inspection of 560 and 720 Griffing Street. On November 22,2024,the Planning Board reviewed the final inspections of the properties referenced above for compliance with the approved revegetation plan. The Board has found that the subject properties, SCTM#1000-102.-5-9.8 &9.9, also known as Lots 2 &3 of the Wm.Baxter Standard Subdivision, are now in compliance with the revegetation plan.If all other requirements of the Building Department have been met,they can issue the certificates of occupancy for these two lots. For Lot 1 (SCTM#1000-102.-5-9.7) at 860 Griffing Street,the repair of the sidewalks damaged during construction of the homes remains an issue that must be rectified before a certificate of occupancy is granted. This issue is being handled through our Town Attorney's office together with the Town Engineer and Town Highway Superintendent and your attorney. Please feel free to contact the Planning Board office with any questions. Sincerely, Heather Lanza,AICP Town Planning Director DEC 1 3 2024 cc: - Michael J.Verity, Chief Building Inspector John Jarski,Deputy Chief Building Inspector Benjamin Johnson,Assistant Town Attorney , a. r \ q, �t 1 t,. ` `' 1 l - j � � 1�\. � y ,� t� ;~ ' ,� I' ' - �� ..ram -�. .. .r R� _ _ ' y \ �. � �- � .«.. j . •j: +. .. t � ... �i...�... ..�,..,. \�:' Li �, ,.,:�: .f i �:�- *� }`: ;4 , � .� t..,. - �'c' .� x . � �� T'4+r a�,.'��yb � 4..:'� �' s ••�' - r� ` ,-... g w • y�, _ �.� �i�� .ny�ys»''��.�'' ,r,P. - �4t,,,�.! �� 'c 1r -�1��,a�.1� - .4an+,�y; �'� �„ i +�_ FF �!� j��`� ...j ,. �' �t'y �t t i ..Ate. -f r. ^',�~'�+±s.N �.� '��.�-`,�.,' � a ,. �,ec. s+ P -k.. '�F .ice, �. ak�►w ...r � �� - ..tom ..ems �i. -- day +j k t I I ' H i fit? �"ro�' - �' .N q.� ,� '4iR.3• � -f .'C.., � �. '�i/'IyV�'�b`-. -:` 'rr `}1r I � l®r� ' ';+cam•"�,�� '��►i;�;.��4 i�►L ��' - - • - .r"�� t�Z s'� ��CJRk 1,,:_�+� � -t� .st ...,e•�„ � �, .� y�...,a�' .� ' �� _' .•`.�•.r�•..,,r,�,� a�•..4. ♦ -' Y►F•`.4+.y�,� 'R' .f�' - '+..1 1R _ .�.g. !S-, _ �y�,Y. �L ;+:. �' •nr fir.' 3 lb, 4 ,. AIR � � 3 . �g � � � ; � `, S � '"� �` 1 � �-' i r + � �, � �. f- r)��r ��p � � �� .1:� r' .� '+phi. ;�>, 4 A - � ,,'i f' i{ v � ,�:. � � ,r' t *� J. ( \ E �J �.r �� ,,�y� "� b`�> � 3'l t r.s... r � t. ,�^ Y�. t-. �`'r �` ,bra' a,�.y:. '" •�°' _.�� ,�e •? ��s+".-y+�. aC" ,� -.3.r..7�'1 = `,.ed.,, .r.:.`.?I�" o,.., .ri+ . . �c'�.< t . f o� 7 * ` ,�; S �. • �- ti �.* � � i a J 1. I �• ° .�J..• _. .r �� Y ��N � << + •:. era �"`i'�t y� r - t'_ ��r � ��3��+^A '�.� 'yam'.,� o2s-' � r.. r. .. _ ",� �G,�,.at.ds *R �, - :, A,; 'r �. 'w�f � ;, .. y �» .v� �. I �? '"'' STY ' •.. ��'rr � � ,P 'ai; +s s v r K�' � ra ;,�. � .+.fig,, ,�. ate. i � y/� � �, �,� .�.iy rrb ✓ o-tl k �,*� �w.y �,"�, ,�+«j,�..r. .�..J"^��=,�. 4 v,-t 50%3 PA Ile y4 x _ r i_�� _ - •?rs,�-�'^�.'� -y♦ .� �•'!�,., .ry 'ice'• _ _ ;•-� f rr. vr. a. w r FRAMINGROUGH PLUMBING e A1 is !.4 �i ► ``LL.uPTO V. I All - ► %IluICL`1 l At 00 e / /� IL /a10-111111111111111111111 ossyffat'r�o� 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 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® C/ PERMIT NO. Building Inspector: JUL 8 2�2 Applications and forms'must be filled out in their entirety.Incomplete BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner,an I OWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:07/18/2022 OWNER(S)OF PROPERTY; Name:Robert Fischer SCTM#1000-102-05-9.9 Project Address:Lot 3 Griffing Street, Cutchogue NY 11935 Phone#:631-767-9933 Email:rfis641100@yahoo.com_ Mailing Address:Lot 3 Griffing Street, Cutchogue NY 11935 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address: 10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com_ DESIGN PROFESSIONAL INFORMATION: Name:Anthony_NPortillo AMP_Architecture Mailing Address:10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect corn CONTRACTOR INFORMATION:. Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION' ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 i PROPERTY INFORMATION Existing use of property:Lot Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HB/ NC this property? Dyes ®No IF YES, PROVIDE A COPY. B Check BOX,After Reading:. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 2316of the Town Code: APPLICATION IS HEREBY MADE to the Building Department for`the issuance of a Building Permi pursuant to the Building'Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,#or 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 buildings),for necessary.inspections.False statements made.herein°are " `punishable as a:Class A misdemeanor pursuant to;Section 210AS of the New York State Penal taw. Application Submitted rint n Michelle Sarabia AMP Architecture RAuthorized Agent ❑Owner Signature of Applic t: Date: 07/18/2022 STATE OF NEW YORK) cc--,, SS: COUNTY OF.wl,�a ) Michelle Sarabia AMP Architecture being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Aa,� (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%G� '"� .4V ' BAR BARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01TA6086001 day of ,2007a ComOmisslion fied IExpi s0lk 01//13/20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize AMP ARCHITECTURE , to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 SVfFQI BUILDING DEPARTMENT- Electrical Inspector z"�O Gy TOWN OF SOUTHOLD ;c Town Hall Annex- 54375 Main Road - PO Box 1179 o ® Southold, New York 11971-0959 aol. Telephone (631) 765-1802 - FAX (631) 765-9502 4 rogerr -south - seand(cb-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 01 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE. INFORMATION (All Information Reqed) Name: JA Address: ' Cross Street: Phone No.: Bldg.Permit#: j email: U C r�,� �J Tax Map District: 1000 Section: Block: Lot: U BRIEF DESCRIPTI N OF WORK, INCL DE SQUARE FOOTAGE (Please Print Clearly): Square Footage: w Circle All That Apply: Is job ready for inspection?: YES NO ❑Rough In Final Do you need a Temp Certificate?: YES❑ NO Issued On 6 e, �o Temp Information: (All information required) Service Size 1 ph Ph Size: A # Meters Old Meter# ❑New Service Fire Reconnect❑Flood ReconnectOService Reconnect Underground ElOverhead # Underground Laterals 1 FJ2 n H Frame D Pole Work done on Service? Y Additional Information: 111 , _"� . PAYMENT DUE WITH APPLICATION 04 6 a,o 030l �y� � BUILDING DEPARTMENT-Electrical Inspector �a al TOWN OF SOUTHOLD o ; Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone''f&y31) 765-1802 Temporary Certificate # ��-�` A DateMu-CIA �312023 Customer Name hdd t, &rjo Electrician Nam ' b VgA tl Address Yi L Phone 6 1 $1q 2 C� e-mail hL LCIOG� �,r a-mail lV�'k ylc4oe, ec�n�c,Corp- t l Phone 65 1 , �(4 . C)-7 - I License# 44 (Q Size 3 00 A Phase I Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this instaIlatio_n is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by C � V CIa - o Q v .-ACT v �� Z4 HR: •� EMERGENCY SERVICE .. A 21 Frowein Road Center Moriches NY 11934 631-874-2098 info@puccioelectriccorp.com Job Name& i �C /!� L�O� Lot#3 Address (� �i A/C Units �0 AMP Arc Fault Breakers Breakers Used L , f Ceiling Fans Dish Washer Dryer GAS ELECTRIC / Dual Function Breakers --� Exhaust Fans Fan Speed Control Fire Place GAS ELECTRIC Florescent Lights GFI Breakers GFI'sr� 2 Heat Sensors Hi Hats Q Lights A"\f Ls`oo iP.©O /Sna Outdoor Lights 1_40, Pool Lights Outlets Switches Panel SO /} Pump f Septic Line Outlets SM/CO Combo GFI's Smoke Detectors Timer Stove GAS +LECT Breaker(s) Switches Sub Panel Total Breakers Bonding Washer GAS &LECTRIZ> o BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 XM Southold, New York 11971-0959 oy • 40 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny gov — seandCc southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: a Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 01 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Req ' ed) Name: Address: Cross Street: Phone No.: o Bldg.Permit#: email: , Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTI N OF WORK, INCL DE SQUARE FOOTAGE (Please Print Clearly): I JP ` 1C Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES KNO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: A #Meters -'- Old Meter# ❑New Service Fire Reconnect❑Flood Reconnect❑Service Reconnect Underground❑Overhead # Underground Laterals M1 FJ2 H Frame Pole Work done on Service? Y Additional Information: PAYMENT DUE WITH APPLICATION 3 aZ3idl,� 3 �� V'c cam ) ® 08 park 4�3�1 i PERMIT # Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments o��oF so�ryol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Q Southold,NY 11971-0959 �y�4UNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Robert Fischer 575 Smithtown Avenue Bohemia, New York 11716 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 660 Griffing Street, Cutchogue, New York TAX MAP NUMBER: 1000-102.-5-9.9 Pursuant to Section §240-59 C & D of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Violation of Town Code -4240-59 C & D CONDITIONS UNDER WHICH WORK MAY BE RESUMED: Stop work until a revegetation plan is submitted, reviewed and approved by the Southold Town Planning Board. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: October 17, 2022 Arthur P. Bloom Ordinance Inspector IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. AM P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build July 2 0 2022 20,2022 BUILDING DEPT. Re:TM#: 102-5-9.9 TOWN OF SOUTHOLD North Fork Estates At Cutchogue-Lot 3 Griffing St Cuchogue NY To Whom It May Concern Enclosed please find the rescheck for North Fork Estates Lot 3.The application was dropped off on 7/18/22. Please contact our office if you have any questions. Thank you, Jess Magee Page 1 of 1 Bunch, Connie From: Verity, Mike Sent: Thursday, April 20, 2023 11:09 AM To: Bunch, Connie; Pontino, Susan; Horton, LisaMarie Subject: FW: Griffing Street new homes in Cutchogue From: Lanza, Heather<heather.lanza@town.southold.ny.us> Sent:Thursday,April 20, 2023 11:00 AM To:Jarski,John<johnj@southoldtownny.gov>;Verity, Mike<Mike.Verity@town.southold.ny.us> Cc: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us>; Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: Griffing Street new homes in Cutchogue Good morning everyone, I'm not sure who is working on this, but I noticed at least one of the four new homes on Griffing Street in Cutchogue is marked as sold so I wanted to remind everyone of conditions in Municity that need to be satisfied prior to any c.o.'s being issued. And that inspections along the way need to be done if you can alert us in time. Particularly the driveway drainage because they built up the lots so high with excavated material,the driveways are likely to have a slope. Ideally they let us know when the drainage is installed but still exposed so we can have it inspected. Here is the list in Municity: Drainage inspection of driveways (done while still exposed for inspection) Prior to any c.o.'s a Planning Board inspection is necessary to ensure filed and approved map conditions have been followed and the lots are in compliance. Sidewalk section on Schoolhouse to be completed prior to any c.o.'s �. Street Trees as shown on filed map must be planted prior to c.o.s Inspect driveway connections and integrity of sidewalk on Griffing Street prior to any c.o.'s being issued (Planning and Town Engineer) They also overcl eared the lots, for which they have been required to do revegetation. We have a performance bond in place for that,but it would work more smoothly if we could request,they tell us their revegetation schedule as they near completion. We would appreciate any communication or help you can provide regarding that since I assume you're in regular contact with them for inspections. My concern is someone buys it before it has a c.o., and we are stuck trying to do the plantings ourselves in someone's yard! Hoping that doesn't happen. Thank you. n Heather Heather Lanza,AICP Town Planning Director Southold Town Planning 1 I q -flo SD KEY MAP N01 srReer LOCATION MAP FINAL PLAT SCALE 1"=600' \ SCALE 1"=100 TYPICAL-.PLOT,.PLAN` suDDlvtsroN FOR WILLIAM J. BAXTER, JR. N - S 3T55oo pp E SITUATED AT 'S7.53 CUTCHOGUE 4 S APES y 63m a::i"' 3q � TOWN OF SOUTHOLD §g W W SUFFOLK COUNTY, NEW YORK S.C. TAX LOT No. 1000-102-05-9.4 " g ^ Lor Qf $� L°T© -_ LOT®tip Lar eQ �;� ?0 SCALE 1"=50' $ - �_= SEPTEMBER 15, 1998 m✓ {{{��b�y 65 '• —o- 89.66' �88•i 3 MARCH 25�OBER 30,5ED AS PER 000 REVISE OWN�ENGINEER "moo nm AUGUST 7,2009 REVISE MAP 1 ` L=36.63' GRITi1NG STREET I MAY 17,2011 TREE LOCATIONS MAY 15,2012 PRELIMINARY PLAT i NOVEMBER 21.2013 REVISE PER PLANNING BOARD LETTER 11/26/12 {m JULY 17,2015 SCDHS SUBDIVISION RUNG NOVEMBER 22 2015 SCDHS COMMENTS AUGUST I2(,2C20 TSCOHS COMMENTS ArrRmeo In AMiNAT1ONEc9R,AacE,WTR BoxnR OE SEWAGE DISPOSAL CALCULATIONS: JANUARY 25.2021 SCDHS/TOWN COMMENTS REVIEW OETea DATED a6muRusmvu^,"_.u,m FEBRUARY 15.2021 SCDHS COMMENTS Lml-s�NrtnAYYmn GiclMnaN: TEST HOLE DATA NOVEMBER 5,2021 TOWN COMMENTS �_ �T twv.aT I �Ywx,M.xaR.®a9,m,n.auo9 xE+.Wes.-6z TOTAL AREA =104,091.58 sq. 1,. Loi2-sWrtARrnI9DCALaxanox: v1°;° 2.390 ac. AU6 t 7 1611 RLnretd. I L,00„Tisw,�,wrrtr„9�.®w,c�ai�iuw a �0Y �irn,�.ammY,m m«A Z. NORTH STREET "'" LOT4-SWARYY&DCALCUL0OW. Aara• :, m tx61V;i°'�- �I1S.�ELLVATpM3 SNCYY 11615: xi¢H![ImICm TO Aif WYO 1966 OANY. _ in.Z• .•�R� I x.6 9LT'�6 Fm�W THE F[UVAnG FOR THE Y.ImIIR wm.w�—.e��r+.�.+i w� ,!�"••.� I • �'—m 1 TRF RIGWLL SCnue v�RCE(IRACm MRII CIEAM S41D. " / � 6r us ovA SRmxo-ii of ArennTua ma coFrsrmAnaa ,...=..9:�✓+�a•...,._."....- I / 1�(a+va Imu.o ro x vmcvxr scores. ..^.."'."•.'o-.a I - I y� aid - _ - •a ONNL'R AND A. AREA DATA od d " WIWAY J.BA ER.JR. LOT 1 27.169.56.9.R. SeNFFImfolLxwlse MSTUttPJdx USu Ca v I n 4995 NASSAU POINT ROAD o a oe PAei_ O xxuxE ( h d f� "' A�, w vxrn_ CUTCHOGUE,NEW YORK 11935 LOT 2 27.39.1 9u.ft. T ( _ epPf27.D48. 6 6 ai 1 S 40.15 0•E lax A] 2 Ex �__ ` LOT 3 37.0 Oex1]Re.11 APPROVED BY w ,d.R9 16fp0 $ \ $ 2 LOT 4 PLANNING BOARD _ - \\ 1 2•a.5t3441 Rc�N. TOWN OF SOUTHOLD 0 \ TOTAL a OT® i s 1 P Os1. e9.a. DATE n,.R-y IOc 7o�d ' 22.An.1r sP/ p oa.xsx.r. '^®vTr�ee m� 7J \ 0.616 AC/ �_ 1 C>..� a 00 s LOT YQ LOT© LOT 3Q rvxr^� 1k 27.0Ia.A9 27O]693.I2 BUILDING ZONE DISTRICT: HB(HAMLET/BUSINESS) 0.62f AC.. "I'-"I"I'-"66 SP sP �-� a '1 FIRE DISTRICT: CUTCHOGUE Cx-7 �� 0.624 AC 29 AC Y Wvmxxersvima. >f m d x $ II two fl/ ° 1 OB ,1R1GE 24V to 0 •.'� s67.x ^ ,� Lbw 1 I°�'„ All -- --'— GRIFFIN STREET "ryJ'--- - Nathan orwin III Land Surveyor 1 �� p\EOTNEWrD Condon Engineering,P.C. 6 FILE No. ,T556gsbeeRDA FILEOFEB042022 sP" Matftj NewYolk11952 a�3 A Yw9ti 17587/i7A9S.11o. J OF GUFF OO y eLmKOF 6uEFaxlbuerlr o� • (63f)299.1996(631)298-2651 Fax ,a o www.mnd—ginmlillg.mm +a�xxide x�.:rm Hsn ao,.�o�xo.ren 1t90 SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION Q ui PROPOSED ACCESSORY STRUCTURE i : W PROPOSED 2ND STORY � � -� � "3 J w a :� 0C) 1 �a VACANT LAND EL=50.0' � I EL=31.0' 162.43' I a=+ — - - S 40°15_20" E - - - - - - - - - - - - - O C Z - >1 : U 1 lu ✓ s . _, f rye JC': �' t-- O-I Z.l✓��.,i`'i �y OO I ,' y* j '�r•`'L`\,5. "�.4.'. •. -•- i �3 b L3.„ 3''i+f � ►�;!'TMaa° A.,y '• >t r `�4",:j� ,� r e' i "" .r� `v v— Lo FAOEQ r— G � ,� O I I o >A'.n�� ,t�`11'4�+-•:`,+........ ,�>7,�� ' .�; I - ':'a� 'i t� `,F'v;{�', .s9' I � 3 � ry �w�,._ +''W. S .� i�r♦''{� 4 .�' s,., 'OL Z � 1 +C t Ir ,� .- , — - ✓✓ � � )` , '�'i a _ t,.' _,�. � �' : ' -�.i`� mow': i ]]7{ ( `"��•� 't�� ♦(� >' ,. a `. • '�� *' r ;a A. OO .O PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA — t �`I :`'A.', �'� "ie E a� s` } y 1, a h ., 6 r '�0" v ,'.911• � �°Oe , f �_`'„ u - w SUBJECT PROPERTY �1W W X�o � _ ` `' *> C�-002 .00 GENERAL NOTES Q ,t" •, IN-GROUND POOL w r .��.. PL v4 x° 4 b ' .�� . -f, ��. �. ,r .. ENERGY TABLE -f-J ;a '`` ``��, `t � ,_'n'y ; ' ° STRUCTURAL DESIGN CHARTS ' 4 s a °� =fir a � y '�'t r •ti ,!�►' HOLDOWN ANCHOR BOLT y> q$ p STRAPPING, & NAILING DETAILS �. -� FRAME .. t`. ",;' ;; b r' ,; - �., � '` '*" FASTENING SCHEDULE [il I A STOOP __._... _.. r ;.'`�:� ,.:`� i�� c� � .:.� +" L.. .�� `�°`�.` ,:..�+� .`s_:.'w ^:`_ _.� _�•; - _ I I -QQ�-,QQ FRAMING GRAPHICS < ° L.O G TI ON MAF BEAM CONNECTION PATTERNS ncnn11 I n SCALE NTS FIREBLOCKING DETAILS --- - PROPOSED FOUNDATION PLAN BASEMENT ENTRY l - ® •0 STAIR I T SC.,,OFE I 2-5TORY WD. FRAME U - DWELLINGARAGE BASEMENT 8 ( � o _ A- 102 .01 PROPOSED FIRST FLOOR PLAN (4 BEDROOMS) PROFOSEr:) NEVI 2 STCR%r Nr7I . FRAME DNELL I NO Val/ 5ASEMENT � _ r O/- RA(5E GARAGE SLAB EL.=31.4' I I A- 105.00 PROPOSED SECOND FLOOR PLAN tu 1 PORCH F R O,�E(f,,T DATA : 'I I w� zl I� 1 � �c-2O � .00 PROPOSED EXTERIOR ELEVATIONS � j �� ® I 4 II - O I PROJECT / ZONING DATA tu I TAX MAP # 1000-102-5-a.a A-202 .00 PROPOSED EXTERIOR ELEVATIONS z O �\ ( II ZONING DISTRICT J HB / NO � w O w _ \gyp LOT AREA 0.6 ACRES m I O ( j -A � \�� I SUFFOLK COUNTY HD APPROVAL � REGUIRED 4 � ( ---- o i A-50 ,0O BUILDING SECTIONS ASPHALT U .00 w lz DRIVEWAY `c --- ----- - - -- - ------------------- - N EL=26.8 N \c HABITABLE SPACE PROPOSED z J t�1 BASEMENT AREA o BUILDING SECTIONS a FIRST FLOOR AREA 1,-t-to.o S.F.- - - _ _ - DESIGN DETAILS N 311038'20" W 160.0' SECOND FLOOR AREA I,"I3Q.q S.F. - EL=2a.3 _ cv TOTAL BEDROOM COUNT 4 w — - --- -_ ---_- A-401 .00 DESIGN DETAILS o GONG. WALK PROJECT: - ---- --_— - -- ---- - -; —_ LOT COVERAGE -- - -- --- - - --� GONG. CURB — - ------- 5- 101 .00 PROPOSED STRUCTURAL PLANS NORTH FORK DESCRIPTION (FOOTPRINT) AREA LOT t�I GOVERA�E _ ESTATES - LOT 3 I�t 0 S T R T TOTAL LOT AREA 2-I,0'7a.0 S.F. — HOUSE 4 GARAGE G I Q Q Q PROPOSED STRUCTURAL PLANS - --------- ----------------- ---------- ----- _ 560 GRIPPING STREET WATER MAIN COVERED PORCH I23 s 0.5510 _ CUTCHOGUE, NY 11935 FRAME STOOP a2 S.F. 0.33b - - BASEMENT ENTRY STAIRS 66 S.F. 0.2% Cj- Q�.00 PROPOSED STRUCTURAL PLANS - - --- -- --- �__--- - DRAWING TITLE: IN-GROUND POOL -788 S.F. 2.cl% ---- - _ PROJECT LOCATIO N &SCOPE TOTAL AREA OF ALL STRUCTURES � 3580.0 S.F. 13.2Y 5 I '�"� �� SITE PLAN & ZONING DATA SCALE: I" = 15'-0" �� PROPOSED STRUCTURAL PLANS REQUIRED SETBACKS - MAIN BUILDING REQUIRED PROPOSED COMPLIES PAGE: FRONT YARD 40.0' 46.2' � YES DWV/ WATER SUPPLY RISER GAS RISERG 0 0 210 34. `,r 51DE YARD 15.0' 44.0' YES u BOTH SIDE YARDS 55.0' 014.0' YES REAR YARD 50.0' ba.5' --- - YES--- JAN! 2 1 DATE: 01/17/25 1 OF 17 ?r'�� i SITE LAYOUT NOTES: I. TH15 15 AN ARCHITEGT'5 SITE PLAN $ IS SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION T REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. I` s 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED MARCH 3, 2022, M05T RECENTLY REVISED APRIL 02, 2024 y r, (F'1�11 li //A7 AND PREPARED BY: SEGCAFIGO LAND SURVEYING PC. ` 500 MONTAUK HIGHWAY MORICHES, NY 11c155 (631) 8-78-0120 SE I FERAL 5�t,�-150L < Ni` : Q 0 EXISTING TO BE DEMOL15HED bi NEW PARTIAL HEIGHT Q O WOOD FRAME (L.G. STL. J WHEN APPLICABLE) V .EXISTING TO REMAIN j 81_� � 10'_gy2° 15'-S2 I,'-3" I---{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5 2 8_2y2 5 STL. WHEN APPLICABLE) 18 13 8' o" Q a-+ 11 c tV NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL W WOOD FRAME (L.G. 5TL. ® P05T FOR 4" ALLS VVV la 0 O O_ (MIN. (2) 2"xb" 5TRUCTURAL �I _ WHEN APPLICABLE) O � V- O P05T FOR 6" WALLS), U.O.N. - NEW 2-HR FIRE RATED Iq WOOD FRAME (L.G. STL. la O C_ Z WHEN APPLICABLE) IS 18 0- v N >, m v I 18 18 18 c v co O 4-+ FOUNDATION PLAN NOTES � O � to TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD PROVIDE 4" _ I- J L - -1 L J d SILL SEAL GONG. SLAB • ANCHOR BOLTS AS PER PA6E 6-003 FOR A/G • P. GONG. FOUND. WALL AS) PER DETAIL UPON CONDENSER • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR R N1//2" EXPANSION JOINBTELON 0 PERIMMEETERMOF SLAB(WHEN 14 2 t APPLICABLE) T • — • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS STOOPS (WHEN APPLICABLE) U • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL 8 SLAB (WHEN APPLICABLE) -- - - - - - - - - - - - -- - - - - - -- - - -- - -8' p n 1 m - 17 �JJ j W HOLDOWN: DRAIN-oPE �l w. e T O HOLDOWN 'D' AS PER PAGE 6-005 1 I"I r. =ry b D 15 IRST.FL I P T O MEGH FURN TY . 5 L. COL .: ,n $to O3 SEE NOTED DETAIL AS PER PLAN ROOM VENT Q6 SQ.F.T SEC.FL. U • . . � .• Q FURN. O24"x24"xl2" DEEP P. GONG. PAD FOOTING 4 3 4 - O AS PER NOTED DETAIL (TYP) „ 10 `Il'2 - � 8-oy2 � - - -r--ry2 I 8-2y2 to O5 24"x12" DEEP P. GONG. CONTINUOUS FOOTING 12 AS PER NOTED DETAIL (TYP) a " . m l Ob NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. •0 g O II d REINFORCEMENT AS PER DETAIL 7 001 N 3'-O" X 5'-0" - O GLIDING BASEMENT WINDOW EORESS WINDOW ul- OFIRE RATED DOOR: 3 4 3 4 3 4 3QX6� 0.-75 HR. SELF-CLOSING STEEL DR. 2 8,_py2„ 3'-oy2" 3'-oy2" 1 2 DOOR NOTE: 10 -- -- - - 10 - - - - - - - - - - - - - - - Oq I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). - - - - -� 2.INSTALL NFPq PLANS BY THERMATOR DOORS RE UAL)N GALLED OUT ON Q V L __ J L - - -� - -. - - - -IF •_ - - - - - - -- - - - - - - - �15 - 3.DOOR TYPE TO SELECT cV 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS - 10 q 001 5. INSTALL AS PER MANU SPEG.'s in , T. SEE PAGE26-003 FOR AL OTHER FRAMING 2 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. I b �` • : _ -_- r l0 BEAM POCKET (TYP.) - - - - - - - - - � - - -- - - - - - - - -- - - BASEMENT FNISHED UNHEATED �- •, O II TYPICAL MECHANICAL ROOM NOTES: ;° I I 1865 SQ.F. °� I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BM. BY Q "DUROCK" (OR EQUAL) m l in cV Z 2. FOR ND. FR. GLG. AND/OR WALLS - PROVIDE (I) 4 r- w LAYER OF 5/8 TYPE X GYP. BD. UL U505 (OMIT ON GONG. WALLS) I , -!K w I- w 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 3 c m SPEC.s AND AS PER NY5 MECH. AND FUEL GAS CODE 14'-a' 8 I 8 I' 7 a 8 2y2 8 2y2 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NYS MEOH.5. COMB. AIR VOLUME AS PER MAD FUEL OAS 5 PROVIDE b CODE3 4 3 4 - 3 4 m w FRESH AIR INTAKE FROM EXTERIOR 10 w b MAINTAIN Y SHUT VIDE SWRN HGE/BOILER ELECTRICAL l r - to Z - - w J -I. FOR OAS SERVICE, PROVIDE GAS SHUT OFF SWITCH _ z 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 2 GAR GARAGE I - ' ! $ 2 CLEARANCES AS PER CODE ! ( SLAB ON GRADE ) I- , L_ - J • d O 21 O q. PROVIDE 3" FLOOR DRAIN # CONNECT TO EX15TIN6 cV V Q SANITARY SYSTEM AS PER NY5 PLUMBING CODE ELEG. PANEL FREEZE PROOF HOSE BIB_ Lo -- 12 FASTENED w/MASONRY ANCHORS (PRECISE OVERHEAD ( �T 3 �J cV N LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) DOOR r ti _ a FOR WOOD STAIRS ® GRADE: r- - - - - - � !- - - � N Ib) RI ® "1.5 n /� �. 13 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON �, (15) Tr ® 12" UP b" GRAVEL UNDER 2"xIV P.T. STAIR STRINGERS ® m cv b MAX. I6" O.G., U.O.N. (MIN. 3 STRINGERS) 4 I / \ I I / \ I 10 I I - PROJECT: TYPICAL LEDGER BOARD ® EXT. DECK: 14 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS I / \ / \ , . 4_py2 ' NORTH FORK 2. SECURED w/(2) 5/5" (P x 5" LONG H.D. GAL. LAG BOLTS / \ / \ s ® Ib" O.G. 3. INSTALL H.D. GAL\/. JOI5T HANGERS BY 'SIMPEON' (OR \ / \ ;~ g N ESTATES - LOT 3 4. PROVIDE FLA5HING TUCKED UNDERNEATH 51DIN6 8 BENT OVER TOP EDGE OF LEDGER BD. / \ I / 5. SEE NOTED DETAIL - - -- - - -- _ - - - - - - - — - - -- - - - - � �` 560 GRIFFING STREET FLOOR DRAIN: ' 15 NEW 3" GUARDED FLOOR DRAIN w/3" TRAP — — — — — — — — — — — — — — — — 14 , .:s CUTCHOGUE, NY 11935 S.La'-3" a'-3" • - . NAVIEN WATER HEATER MODEL NPE-SERIES 2 2 DRAWING TITLE: 2 '-2" 12 I6 (OR EQUAL) �N PROPOSED FOUNDATION PLAN ORHEEM 115,000 BTU 6A5 FURNACE 2 � to _ _ I'1'-O° _ , IT MODEL#Wg5TC1151524M5A (OR EQUAL) m F 1 la Iq ( Ia V Ola FOUND 4 P05T5 FOR WD. DECK: m v WV. P.T. POST E P. GONG. PICK UPON FOOTING Ao PER - PECK DETAIL (TYP) 13 WOOD DECK FOUNDATION (24"x24"x12" FTC)_ 1-�_p < d Q PAGE: Iq 4"x4" P.T. POST UPON 12"(P P. GONG. PIER UPON 24"x24"xl2" DEEP P. GONG. PAD FOOTING A5 PER DETAIL q/A-402. a'-4" a'-4" A-101mul STAIR 8 RAILING NOTE: 5 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI d MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL E SPINDLE SPACING _ DATE: 01/17/25 5 OF 17 NOT TO ALLOW PA55A6E OF A 4" m SPHERE; 25'--V 41'-8y2" 36" HIGH HANDRAIL d SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" (P SPHERE O 3. GRIPPABLE RAIL AS PER CODE m d CLOSED P. GONG. STAIR: 21 I. TYP. 42" RAIL AS NOTED 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. STL. FASTENING SHALL BE AS PER RAIL MANU. PROVIDE EXTERIOR &RAVE PAINT AS REOV OR POWDER COATI NO 3.5EE FOUND. PLAN $ DETAIL G �I �I ��II ' EGRESS WINDOW WELL: fi�RCF0SF_I� FOUNDA71ON FLAIL 22 PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY X "ROCKWELL;ELITE SERIES" bb"W.X54"H. OR EQUIVALENT. INSTALL AS PER MAN. SPECS. � HAB 1 TAE3LE Si�AGE; I,cf l 1 .0 S.F. (5ROSS AREA SCALE: i/4" = I -O" R' 0EI ` ERAL. 5"�rtl--150L E I : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - 0 WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) [Q m 1 -i W I --I EXISTING TO REMAIN \ Q v I----{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 10'-1y2" 52'-1y2" I---I 5TL. WHEN APPLICABLE) :�' , � N ELOO NEW I-HR FIRE RATED El MIN. (2) 2"x4" STRUCTURAL \I D O WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _ ®® 'v r'- � O POST FOR 6" WALLS), U.O.N. I �l.r NEW 2-HR FIRE RATED d �C Z WOOD FRAME (L.G. 5TL. z WHEN APPLICABLE) v _ N U FLOOR PLAN NOTES _ o : LO w N ,. DOOR NOTE: NEW LAUNDRY ROOM: c O v 2 Q � :2 O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WA5H / DRY HOOK UP OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM k DOOR DIM.'s n 1 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/ 51ZE OF EQUIP. Q WOOD DECK OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3. PROVIDE HOOK UPS AS REQ'S PER MANU. (V 20-i SOFT. 3. DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'s 3.PROVIDE (2) 2"x5" HDR., U.O.N. DRYER EXHAUST NOTE: 4.5EE PAGE 0-005 FOR ALL OTHER FRAMING 1. DUCT SHALL TERMINATE TO EXTERIOR ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS 4_j o - OSTAIR $ RAILING NOTE: 3. DUCT 51ZE AS PER MANU. I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER v d MIN. lo" Tr - R15ER5 SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN lo'-6" E 4 E 4 E 4 7-2 12'-0.1 2. 42" HIGH GUARDRAIL 8 SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO /� \ �Y� NOT TO ALLOW PA55A6E OF A 4" 0 SPHERE; CONNECT THE DRYER To THE EXHAUST DUCT SYSTEM - w I I I 56" H16H HANDRAIL 6 SPINDLE SPAGIN6 NOT SHALL BE LIMITED TO SINGLE LENGTH5, NOT TO - ' TO ALLOW PA55A6E OF A 4" 0 SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED _ FJ 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. - ( - 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D • - WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS W� ® 1. SEE NOTE ABOVE FOR STAIR d RAILING INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST L 2.RAILINGS SHALL BE WOOD OR PVC. DUCTS SHALL NOT BE CONNECTED W q WITH SHEET-METAL A SCREWS tt 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER SMOKE DETECTOR / Go DETECTOR NOTES: LOCATION TO THE WALL OR ROOF TERMINATION. THE O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 4 SMOKE / CARBON MONOXIDE COMBINATION DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH qo° we HARD WIRED TO EACH OTHER w/BATTERY BACKUP. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES AIR 2.INSTALL ALL AS PER MANU. 5PEC.'s NOT INCLUDE THE TRANSITION DUCT. q CONDENSER G - 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR KITCHEN IN COMPLIANCE WITH LOCAL CODE NEW FIREPLACE FLUE: 215 SO.FT. O V J O i. PROVIDE DIRECT VENT FLUE THROUGH EXTERIOR WALL GREAT ROOM - PROVIDE "ABE5CO FF200 FR EXPANDING FOAM" (OR FLUE OWINDOW NOTE: EQUAL) AT ALL PENETRATIONS AT AIR lau 281 50.FT. `I I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM CONDENSER Q 400 SERIES CASEMENT,DOUBLEHUNG, OR GLIDING _E 514, A5TM E 54, AND UL 147cl. _ m (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 2.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". AND DOORS" ON PAGE 0-002 IF CASEMENT " WINDOWS - ALL CSMNT WNDW5 SHALL HAVE GAS 57RAIOHT ARM HINGE WHEN NEW EXHAUST FAN SHALL BE INSTALLED WHERE FIREPLACE 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE O VENTILATION 15 NOT MET BY MEANS OF NATURAL Q A TILT WASH CIRCULATION THROUGH WINDOWS OR DOORS TO ;t 5. ALL GLAZING WITHIN 18" OF Fr- TO BE TEMP. 6L. OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND 405.5.2.5; INSTALL AS PER MANU. SPECS IAL WINDOWS (TYP. FOR ALL) U.O.N. l05 12'-Oy2" 4' O., 4 0 5,_ 2„ PAR HETGHT -12'-3y2" EGRESS NOTE: O STRUCTURAL PERMAGAST COLUMN 5" SOUARE 3-I I V IN COMPLIANCE WITH NEW YORK STATE BUILDING PAN. - - - -- - - - m -- -- CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF n 15.1 p a EORE55 SHALL BE FOLLOWED: RHEEM 4 TON AIR CONDENSER O W - It- - 9 MODEL#RAI648AJINA ( OR EQUAL ) _ �; V � MUDROOM NET CLEAR NET CLEAR HEIGHTG........... 24" MINIMUM O 4 73 SO.FT. < NET CLEAR WIDTH................. 20" MINIMUM �- 1 / :t 6-O N m, 104IL 0 2 -_-__ - - --__ _---------.__---- _- -- - - - 10-10 BATHROOM DOOR SCHEDULE BENCH DINING ROOM 146.2 SO.FT. A _�-_ Q 115 5O.FT. m - -- --- - --- -- - - - - --- I -- -- - - DOORMATERIAL TAG DESCRIPTION MANUFACTURER 1 Q FIRE NOTES in IX I O z lfl RATING 4 ►- LIN. , w O O� WIDTH HEIGHT 0 W J 45 MIN. RATED l02 GAB. w 25 O O N SE F-G OSING L L Q ■ -O" 8'-O" 2'-I I" m FIRST FLOOR 0 I 101 (I) - -----SINGLE THERMATRU------- 31_0„ 7'-OI' • f--- - ------- _--_ _.------------ --- ------- - 3 SM/GO w --- 102 (5) � SINGLE JELD-WEN --- 2-6 'I'-O' -- • --_ J� � � 0 4-0 102 l� I 86.q SOFT. - - �' -'l l02 W.I,G. Q z � �C. 2 GAR N 6 SM/GO i- � m L------------=11 SINGLE THERMATRU 2'-6" "i'-O" T-071- 1 a a GARAGE o th 103 (U - _ -- - - 550.0 SOFT. --- - - -I'-'i" -- ----I` - - - - - - SINGLE _ - - -- JELD-WEN 2-O '1-O J • id PROVIDE " TYPE "X" _ O 104 (I) _ SHE LLS - ---- - - -- -- --- - -- J - - - _ - 4 AND (LING (15J Rlr® -ilb'� DOWN ETROGK AT WA 102 I m - - - -- _, -1i FULL in O G ( (14) T 2 N 1050 POCKET JELD-WEN 2'-8" '7'-O" • FROSTED NATURAL LIGHT w r OLA55 - - -- - - --- ---- - - - --- -- - - -- ------- - - --- - --- - - - -- --- - _ =_- � -- - - - - - - - - VENTILATION 0 a :' SECOND FLOOR --- --- ------- - -- --- - ---- ] O DOOR D � � 1-_ - AREA 236 S.F. Q _ _ i m o - --- PROJECT: 201 0) SINGLE JELD-WEN 3-O -- 7-D - • - -- - - - - (14) Tr ®�12" UP OPEN TO 5G REQ. S.F. PROV. p -- - �t ABOVE LIGHT QA- 1 18.9 S.F. 50.2 S.F. NORTH FORK 202 (5)� SINGLE J� JELD-WEN I 2'-6" _J �'-OI'---J ==-• - I'. �- READ 01.4 S.F. 25.8 S.F. 4 _ 203 (U SINGLE JELD-WEN 2'-4" 7'-O" • - 4 / \ / \ l _==- _ � -- - 2 32-1�YT. ESTATES - LOT 3 - -- - / \ l02 BEDR OM 204 (2) SINGLE JELD-WEN 2'-O" 'i'-O" C--_-�---i -- _J --- �� / \ / \ O I O I 236.1 OPT. in l ____ __ m �- � - 205 (i) DLJ OUBLE -� JELD-WEN 6-0 ,-�[ • I l 1; _� D -► HALF- r 10 A 560 GRIFFING STREET - -- - - -- ---- -- - ---- - __-____ _= - - ----- --- --- �I / \ / \ , _ BATH �_ -- CUTCHOGUE, NY 11935 BASEMENT 42 5 F I - - -- - I - - - - - - O. T. 4,-5y:2 2'-4" , -2'-4" 4'-Sy2" 001 (2) SINGLE THERMATRU 3'-O" 7'-O" • - - - - - - - ------=--------------- _�,, -- _ -- ---_- _-__ = 4 A N WOOD 4 A �: DRAWING TITLE: � Xl PATIO -- - I 125.4 50.FT. - PROPOSED FIRST FLOOR PLAN ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PEP, MANU. SPEC.'S. SEEPAGE 6-003 FOR NAILING 8 57RAPPING DETAILS. 2 I G 4 B 4 B 3- 4 3'- 1'I'-4" SEE DOOR 50HEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER i_011 'I'-3y2" WINDOW CHART EGRESS ROUGH OPENING WINDOW DIMENSION OCPENAR Q ®- a PAGE: # TEMPERED 8 TAG TYPE MODEL I �� WIDTH REQ'D: 20 2 � � HEIGHT EO'D: 5.1 n -.~ m - ---- WIDTH---- - HEIGHT L WIDTH - [HEIGHT (OPEN REQ'D: 5.1 S.F. m m 4 Q Am l On 0 .1 A (11)� DOUBLE-HUNG 244DH5056 5'-O" 5'-6" --�I- 2'-11 -5'-5 (I WINDOW) „ B (q) EVOUBLE-HUNO 244DH3456 3-4 5-6 3-3 5-5 L x (I WINDOW) DATE: 01/17/25 6 OF 17 - -- r- �r_ i „ LLL - G I DOUBLE-HUNG 244DH2556 2'-v 3'-b" 2'--7 5'-5 " f L ---I - - IL-- --- - A D (b)� ---DOUBLE-HUNG �244DH3046 --JL-----4-6. - j �- 2-I I E (5) DOUBLE-HUNG 244DH244q I 2'-4" 'I 4'-q" ��--_--�� _ IB- F (I) PICTURE 244FX6040 6'-O" 4'-0" 5'-II 3'-II (I WINDOW) - 244FX2020 2 O G I) PICTURE - " --- --- __ --- - --- _- 2'-I I �11 2-11 �� I (2 wlNDowS) H (3) DOUBLE-HUNG -244DH3030 ,-_-- 3'-O" � 3'-O" �`---- ---_-l-- L --- - - - �I -- x (I w1NDo1^1) FROPOSEP FIRST FLOOR PLAN I (U DOUBLE-HUNG --244DH304q - 3'-O" 4'-q" 2'-11 jl 4'-8 " J (1) DOUBLE-HUNG 244DH3036 3'-O" 1,770.0 S.F. HABITABLE Si�AGE; 2,520.0 S.F. CROSS AREA SCALE: i/4" = I'-o" --------------- ---- I K (1) PICTURE 244FX5050 -- _- -- - --- _--- �IDER- - 4 - - - .-- ----- - -- I I -q - 8-oil L NLGD12080 „ A °4p�+ "y. ..1 'a"°^ 7-', 1 7 .k.♦. .y .`'"4.,t' �tv%" PROJECT / ZONING DATA LOT GOVERAOE a n �7 r' • •L a F� `G.",�%w.. _ �.a =_ .•.,.,;.n«.. ^'�(.;°�'R_ 1, - - -- ----`-- '� ,; `i- --- - - . �' " '$ ' TAX MAP # 1000-102-05-9.Q DESCRIPTION (FOOTFRINT) AREA LOT p .t ; '� '* COVERAGE W � '�'*. '�' � '� � �.• � " fit, ,t� ZONING DISTRICT HB / NC, I cc p -1 TOTAL LOT AREA J 2'1,0'18.0 S.F. C'7 AREA Ob ACRES Q +' • - PROPOSED HOUSE 4 GARAGE 2,47a S.F. a.2Y LO SUFFOLK COUNTY HD APPROVAL REQUIRED 4 b7 PROPOSED COVERED PORCH 114 S.F. 0.4%or O 'y r SUBJECT PROPERTY .r` '`,4 PROPOSED WOOD DECK 20-1 S.F. O.b% t_ �, � � �"*'•' '" - �� HABITABLE: SPACE PROPOSED O Z O TOTAL AREA OF ALL STRUCTURES 2&00.0 S.F. 10.5% 0- C6 ®4` ��, ,w */.- °I ,b s ,,r '; `►au -AZ BASEMENT AREA - N "� ', m R a" • ;p ",� '' ` ,. "MAXIMUM LOT COVERAGE ALLOWED - 20.0% � +. p ; IV }' - �'.; `" A rt "F-1 FIRST FLOOR AREA I;T70.0 S.F. O 4-� � a.k i. "1 j :-, .. � SECOND FLOOR AREA 1,73a.a S.F. 0 ._ E Q OHO yy F,;, ,.• ,.`, ", ..;. �\,.. _ ,., ''* �.. )y �,. .r ° e.� '{'. ' ;- DRAI NACE SYSTEM CALCULATIONS: 4 TOTAL BEDROOM COUNT = ...... ... � _ `•' ' ��`�,..'"��: -�".�'�. '' .� ' '��...a a._ .... '��' �, � '�� t...,�.�- - -. ' �: °�,";��, - -- PROPOSED HOUSE,C��-4R,�C�E, � GO�ERED PORCH 2,51-1 3 ScL. Ft. 2,5Q3 ScL. Ft. X 0.17= 441 LOCATION MAP 441/42.2= 10.5 \/ERTICAL FT. OF &' DIA POOL REQUIRED SCALE: NTS 1 PRO\/IDE (3) &'cP X 3'-6" DEEP DRYNELLS 50' MIN. � BUSED SUFFICIENT ONTO <EEP - VACANT LAND 162.43' I EL=30.0' DRAINAGE SYSTEM GAL(:' -E-� EL-31.0 5 40 1520' E _ _ _ _ _ _ _ _ _ _ PROPOSED ASPHALT DRI\/ENAY= I,642.-1 S Ft. U ° _ ' _ _ _ _ 1042.7 ScL. Ft. X O.I-T= 2-7Q.26 ' - o, 211.26/42.2= 6.6 \/ERTICAL FT. OF 8' D I A POOL REOU I RED HAYBALES AND OR SILT FENCING s� PRO\/IDE (1) &'0 X 8' DEEP DRYNELLS M w I °'y 13 DRAINAGE SYSTEM INSTALLATION NOTES: o3 I 0 A MINI MUM OF 10' SEPARATION 1 S REG2U I RED BETNEEN DRYNELLS U ►� �n HATER SER\/I GE LINE, UNDERGROUND UTILITY LINES, SEPTIC R Z �` COMPONENTS, LEACH I NC FIELDS, SEWER COMPONENTS AND THE Cy Cy �� HAY BALES AND/OR SLIT FENCING I EDGE OF ALL FOUNDATION HALLS Q A MINIMUM OF 5 SEPARATION 15 REOU I RED BETNEEN DRYNELLS CONCRETE SLABS AND PROPERTY LINES -0 6v CONNECT ALL CUTTER LEADERS TO NEAREST DRYNELL cv O w I z wtL STOCKPILE STORAGE <00 AREA �v O Qr 50' REAR YARD SETBAC 600 S.F. p - - - 3 NOTE: J z I. FLOOD MAP DATA: z ~ I d I i-'�\ I7.3' I V I MAP #: 3bI0300163H -� Q W PROP. d MAP DATE: 09/25/2009 CONSTRUCTION ENTREANGE-FOUNDATION OF COMPACTED ;d Q Q V D.w. PROP. m FLOOD ZONE: X 5/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.G.A. 3 > Ip 0 %--,/ /o+ - WD. DECK FILL TO Ib" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE p 0 > m m ^>i�, -` `� 2. 51TE PROTECTION/SILT FENGINS TO BE iw I d i_ I _ / \ I I INSTALLED AS REQUIRED BY THE TOWN OF O z vi 33.0' 10' --I PROP. Q \ SOUTHOLD. a 0- w MIN. D.W. / I y TEMFORARY CON5TRUCTI ON ENTRANCE D' I _ Q 3. SURFACE WATERS OR WETLANDS ARE NOT \ LOCATED WITHIN 300 OF THE PROPERTY. SCALE: 1/4" = 1'-0" v I w I m O z I \ %ppk4 I Q ry _ 4. ELEVATIONS REFERENCE NAVD I a88 FRAM I 3 O \ 5. NO VISIBLE WELLS LOCATED WITHIN 150' OF AREA TYF'. � i 44.0 -� 5UE3JEGT PROPERTY LINES. � O I 6.0' I?.5 OF. 2-5TORY WD. j -�w d - /IO.a'� FRAME DWELLING w/ ------ I ~Q / BASEMENT 8 GARAGE _ / > (4 BEDROOMS) `\\ I I w OGTOBER I6, 1946 N Lu TEST HOLE DATA ________ O m z w 1 00000000000 �� I (V F.F. EL.=31.1' m GARAGE SLAB EL.=29.4' m �♦ i p OOOOOOOOOOO TEST HOLE DUG BY R' 00000000000 ` I I I Q v McDONALD GEOSGIENGE d 00000000000 I -� I w 'k N O O O O O O O O O O , / \ I I_Z AS SHOWN ON LOT No. 2 Z �I�J n n n n n-n-rx=n 5' MIN. PROP. 10' 17.0' I w I OF FILED MAP W I D.W. 1 MIN. 01 I1 �` ♦ /7.3' PROP. / Ii.4' j I IQ ivy I 8'DIAMETER PRECAST (� I I I GPORGHD PROP. z TO ROOF AS TS i V I p O I EL.=28.4' U VENT I/A _ O " z OL SANDY LOAM ego" V - • CONCRETE LEACHING RING. I G.O. � REQ.D I v flu 0.8' SW-100 FOR POOL HE16ws I �l j PROP. I�W I m w ML LOAMY SILTY SAND �- WATER SEE GALGULATIONS ON PAGE � I $, O I w I R z � _ _ _ _ _ / _ _ 2'-O" O I �O' FRONT YARD SETBACK PROPOSED 1 -� HYDRO ACTION I i O I 2 O' - W 8 w I PR P. 20'b p w MIN DIAMETER MIN. z z I POLYL K. 015T. AN600 I/A OWTS I w - IL O TEMPORARY J w/ REMOTE PLC, I � a SAND i E�RAYEL FILL v CONCRETE �I (SAMPLIIgdp PO�) Q CONTROL PANEL � 0 T`rF I CAL 5ECT1 ON a LEACH I NC FOOL J I I-w� WAREA T �� 1° i o zed �i1 v��. �Z e, 1 z PROJECT: SCALE: 1/4" = 1'-0" O Q U l 1 PROP. 2' ry PROF.i -10 MIN. IN. 5' II I dlu E.P. Mz . L.P. MIN NORTH FORK 41 " COm PALE BROWN FINE ESTATES - LOT 3 PROP. Q I PROP.I (X I PROP. PROP. I ( Q SP TO COARSE SAND 4" VERTICAL FACE EL=26.a' I STREET. \ D'W jl R SSTR ET. PROP. STREET. 1 I � i � TREE �- I Q GRIFFING STREET BEDD I NC DATA I L 308.52' � a � a `"� -'a- �- ' d +� SCALE: 1/4" = I'-0" - - - -f - - - - - -�-J - - CUTCHOGUE, NY 11935 N 39°38'20" W PROP. PROP. I 160.0' 18' MAX. G. TO G. -�, STREET. ASPHALT j %EL-2a.3' DRAWING TITLE: pQ TREE DRIVEWAY I PROJECT DATA ; LOT COVERAGE �� GONG. WALK SL = z GRADE - x=� Igo, SITE PLAN EMBED FILTER, " MII 1 STORMWATER CALCULATIONS MIN. b" INTO GROUND 4, - I COMMENTS: ENCOUNTERED. OUNTERED. HIGHEST DETAILS GONG. CURB EXPECTED 6ROUNDWATER NOTE: ELATION IS -lq.5' PER US(55 MAXIMUM DRAINAGE AREA FVD� �vo i MONITORING WELL 5523,10 SEP 15 2�77 1/2 ACRE / 100 LINEAR FEET PAGE: CRIFFINCB 5 T R E T 51 LT FENCE DETA I L5 i swpp_l0l SCALE: I/4" = I'-o" SITE LAYOUT NOTES: PROP. WATER MAIN ® STREET 1 ----------------------------------------------------------------------------------------- I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS q-1-F FIRST STAKE TOHARD ,�i 'J� SUBJECT TO \/ERIFIGATION BY A LICENSED DATE: 09/ /22 101171 AN PREVIOUSLY LAID BALE. �'� ��'��' �� S R\/EYOR. THE INFORMATION ' 51 TE FLAN REPRESENTED O THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNONLEDCE. _ SCALE: 1" = 15'-0" FLOW 2. SUR\/EY INFORMATION NAS OBTAINED -�� ' `-•�f. � FROM A SURVEY DATED MARCH 3, 2022 AND PREPARED BY: PLACED ON CONTOUR ..� JJ'+et:`• ;'d.: :ti-�r,,�r_ fi SEGGAF I GO LAND SURVEY I NC PG. RE-BARS: STEEL PICKETS OR 2"xV STAKES 1.5' TO 2' IN GROUND. 500 MONTAUK H I CHNAY DRIVE STAKES FLUSH WITH TOP OF HAYBALES. r� �^ '+• ', `, � -y �,v;• ,� 4- MORICHES, NY I Ir-i55 (631) 878-0120 N ANCHOR I NC DETAIL/5TRAN BALE DIKE DETAIL SCALE: 1/4" = 1'-0" 6ENERPL REOI REMENTS. 1/A!ANTS NSTALLATION STANDARDS. ® V �i/ - - FSP716 �� y '�� >} Y� r _ •iL4 C4V� SITE LAYOUT NOTES .S. I fie Hamner�rvat kola a wmene Llqua Wam License praua!m I.Imo 1/A touts accmevy a mmulabrme �!'.�aR 4 !• �.l I.THIS IS AN VERI ICAV SITE PLAN>15 S' rarl.olk LanWLom'Jtamr 563,A+.Ic a VII(Sap:lc Indn!y rocommar4a•Jm>M b cmPar:ning avid Nex>CCM>L.A �';`� �p A= V.¢ Bushessasl Ne S1lblt Lan Department o!Labor, Ileabe rewmmenm:ens ovaetl er atoll m h A� ttt�.aa.. SU3FST i0✓cRIFIQATiON BY A LICENSED wy y wP P by Nc ma.raebn a, ` Q Llccnahg and Lamuncr Arfat-a preuw::o 5.lvolt Canty Goec urplcmented. �\�� $. ,•='I"�'^d a. '�f E! SURVEYOR. THE INFORMATION 456YTa tale Depe:men:er Labor,Lbcnaag,od Gmwner uraro REPRSSENTEOr ON THIS SITE PLAN IS TO THE +ulna m a l s•o 1—--On 5 Mah•.enmce PFwbc-s ].The/A ONTS:mt Mall m has et.It eve In al ehec:ens ~ /' ARCRITECT5 BEST OF KYOWLEDE. W (WN a madmen al 11-d h my drec:lan oI./one quarter hdV m w 2.All I/A OWrS mu>t m rag>terod w M Na DepmbnmG h a mWmm S YICM1 wok bed of eopmly Ievele0 me mrrpamd em0 ♦ 2.SURVEY INFORMATION WAS OBTAINED wrdaeo wN Meele 19 of Ne 5olfolk tarty 5mltmy Lem [Pros Irom rocks)err pea gav I. '�I FROM A SURVEY GATED MARCH 3,2022 J (7 im m the Deef;m t gatug emNlba!bn of cortpiatad aI AND PREPARED BY: >Nvctbn m'as built-plum. 3.I/A OYiTS_.atoll m provactl with a>hg1.w[le[.A ., Q astrwtlm m,r/wlob err ayvrovuan IeeO,rg etn,cwa maj be 550 AFIGO LAND SJRVEYINS Pe. C N 3.M euwmd Operotlm as MCMe ,LIt IF t mtwaen ten requred Pe all ayamma wiN nNltlple IcacM1lry awcturm unlcaa m ` Mainmrlmce Pr mr and P+aperWty r ova[be aubMeme m the .lterrotive dmlgn b approved by Nn Department ®� 500 MONTAUK HIGHWAY p a O Depetment prbr a OFFov I of ef�I/A ONrS regleVmlm by rm -� ` "`VVV MORIOHES,NY IIg55 = Deportment I—— I.A,_P l9 el the 5.:vvolk Lornay 4.The tap or der I/A OWTS tak Mau roe be located geamr urn SUBJECT PROPERTY (651)616-0120 - i=r }!� 5mrzery seen. ss rest.m boa Ua,ma cost m1o,.:Aral gave. `I' Z O 4.AI h>Called I/A OWiS are requhed m have m hlNal 9-year 3.At a mhham,all awPling mmholc>>MII Mve 30-imh wverce ® ,l a Y a w a>y are operanm/malnanonee eervlee convect Alar Ne acceaa openhg>W gaee!stated over Hw Inlet and wtlec i 3- T V hitbl 3ycm opeadm me maintanmce errvke ean`rmC Ms Loves>hall m mYu-20-Nch aamemr wamr:lgh:and �ry C N e=ol-et.,� ee •.nae o-e ekpecae m maeraal an opera:lo, hxo:yool lockvq cor von ew-e-a>se,noola>eic ewem a: ® ® ,C-Z O ha act R accmdmm wIN M:k1e Iq a!file Pl goes.All eover>>rail.e.,Tr- acemcbee wlal eec:lan j - Q $rllolk Lon' San +Lodo. 5-III of 511a sanded. t �_. C ca Ln 5.Wan m 1/A OWTS reraghea a vent,cb nit Mo11 m vmmd a Ne 6.Wan ea1,1>Ihg maHale>a-ewee to be hatolled h c ,� r 5 " fi� Q Q coal of Ne rrobcnce mhg x P.VcnL pats II catend a trlveway a khg eta,tM le doll be malgrod m m ®�®® �®®�� II:f2J II1/I1I t�LT1 1III�1�� IIIFIIII r111T111�/1F/'/r nMm of 6 IncM>above Ne cool the as Ne tap oP the vcnt tr 20 b dl gh m meet Ne raquhemenb of AASNTO H-]O> _ doll Mve a mhlmm M1wlzonmi sc ma[bn.I 12-1 p 't the HS-]O loatl eloped portion of Ne rml.In cax>where It le rot practicol a �c t Ne>yemm m tM rmkame roar,a vent pipe may be piped m 1.The outlet hvert elavatla doll m a mhh>Lm,of Ol loot below /,\ e eatm�.r Ne re>ae a as m mham a ml men al 16 hdaa K bt h a e1aYa:a. LOCATION MAP �+/ dove ggam aM at lent toot Mom property Iha>.The>e vent E NCI NEER•4 CLRTI,ILa TPON RefLNR6.. L pipet shall be lacamd a mNhvm of S lest Irom ary wFmw a b.5asrpling maMab>Mall M1we m Velm dlaneter IF 2/eeL a m mmway and mvat mrmFam w N a carom vl mr eevba.A11 vans hs de mea 0 2 root by.loot. SCALE:NT5 S...lT P.E.OR R.A C...P cATIOPa - J U L 18 2 n71 pipet mn[Mve a nwimm a amcmr of 2 fiche>. q_Thera pM1alI m a maaFum romnt-depth below the wtlat hvert - F ow I N STALU N AN•CO.fTRUCT1Otu I 6 Imm mean o d vx or Ne I/A-mmt eonlorm m Na emvaean of>la hNe>. ,pRp,EGT/ZANlhG'DATA .„y?'.`'. .> r Or I/A OV✓!8 -I--/ v DeparGKmnt ved I/A CWTS gulearoe document Preped h »{.fix �N ire>Laavm vor•App-oval mid Mmog nt ov 10 All sewer pip.Penatratbm In t+a t-11,3 ma P Ma11 OP F•.F1t A✓vno ,. y movawe and Almnot ve oma hbamwatm raaanen:6yaam> wa.erNgnt. TAX MAP a 1000-102-05-q.q BUILDING DEP 1. U •- MYaat-P xSlsv Ra_OA�=>P=Nrs. eL=cTRica aEOU R=>Cuts, ZON1N6 D15T¢I T HB N,. TOWN OF SOUTHOLD (�\ 1 I/A ONTS'alto-11 m emawamd oP proem:canvem LOYTROL PAN=_L5. 1 .�� I r I Procrg a»po yeby po y rapylene.Nermop a>bee,or oN�U TM1e control penal bok mne be p acetl w[>be on a- S." ma«m a vapmwenc aradarm lorrLRR peama roe ue>wcane Mat t xrve>.A temm vely.Ne paml L07 COVERAGE�;��_ �'`} .;t t t r ..-,,,r 3 1 1pperGia T3-A The we o1>mel Lento>proM1b ma. bok may be mound m m wLalm wol or Sic>Lrvcture(prevcaasle a ut ty roan.ani not a hhg>poce/.Otl+er locates rm mam:rg %LOT VACANT LAND I EL=30.0' Z Won m I/A OWTS rcqurca a acpcb sent Por pretreatment the tle Penn!box will m aanalderea by Na Department m a DESCRIPTION(FOOTPRINT)M AREA COVERAGE _ ___ _ 162.43' >�pt.tmk Mall be emigeq 1n accmemce w N secebro 3-OT tens-by- N,basl>and w Cn VA Ot mc>uractrer approvo. EL=31.0' S 40°IS'2o'E s-109 or wa>tandee. 3.The none err Ne VA OWTS Or M Prwber m be clearly TOTAL LOT AREA 2110T65F. _---------_--- 1 L S.Lhlma oNen.be>pecllled.Ne leachhg aVvctane/>ys[am Nat ban[Ilbd m the rot>lee al Ne panel aid hclum a pM1one cumber meow m I/A oNF Mall m malgnce H occedmce with>ecea to contact m ca>e of alarm. PROPOSED HOUSE d SARASE 2,4Tq S.F. q.2% s-101 and s-nD or Nro standee. 9.Eamrlm pool pkzement erablea Ne aysm'n m m x.Mcetl.e w I I; 4.A!a ms.lmmi,all I/A orlTs Veovnent tak>dell have 20-ImM1 oq Lsx,elMRathg the road a awe»Ne Inane el Ne Ivnehg. PROPOSED COVERED PORCH 114 S.F. 0.4% - t Bred accm>opablg11 m gma Iocated war tM Flat ma 4.TM1e pens!ma rlu>L m wINR View oI ue>yatem bmtbn m Mlp p wtlet.Lovcro aPrall be elder 20-IncM1 elomemr wamrnght and faulkam opmaua me maFmnowe. PROPOSED WOOD DECK 207 S.F. O.6% "\ ectyraoP Imkhg cent For rnvcrs or LMrmoplm[Ic covaro at \ V iho�gme.All covcr>an0 N;nncye/rlxro eMll be melgrod In 5.irye c pens!Moll be pity-cd I. h a canrximlo M1elgh[Ia- 1 ac dents wIM sccum S-III oP ahb avamtl. a<a-dxe wlh Federal 5rsrgwy^tangeun;Agar:y TOTAL AREA OF ALL STRUCTURES 2800 S.F. 103% 5.Wan a I/A OWTS b ctl m m M 11ea'n a trNe (F�-PM hood sa I \ I aoprw way a ne req.Famen-> "MAXIMJM LOT COVERAGE ALLONED-20.0% pmking mG-Ne snit roll be dmlgnctl one/m haalled a b.Tho pale!Mall meat Natlonat Ebe4leal MuulacWrero wIN>tmtl f5-ZO or H-]O loading a>dmigoad by Ag5HT0. NxcbLlon(NEMA1 4%specllicatiom. 1 \ , ��G+"y b.6mb�e gmema eholl rot m pumitted Mtn m I/A ONF is T.All below gatle w 9-,be reel N alecVlcol condo¢.TM NOTE, \ I 0�0C util m a oP scrooge dlapoxl, coravlt must caPF-il PP,ba>oab m prevent gmm ad mol>tu-o I.FLOOD MAP DATA: .Wamr sormmro-11 rob O P, a an arw tlr eachhg the l a Jurlctlon boom. MAP a;36103COI63H Y S ge n I/A OWTS Prom r Pena MAP DATE.09/25/200 9 Ocp�w.mc wn.ncraa watm xlmmr backwaM m ca-nectrA Co e.Fncn eystan dn11 be equppetl wIN a Mctlanhg wowng eyemm FLOOD ZONE:X m bvprreell acccptamle m roan a Nllage bullang rBJCM1 will aclNam aMrole oN viva!almma der:can m remly t' DcporaTcnt>. xm ad Paved b'J die t>eP Na bulleing aervae.Thc I \ I DcpeNanc recarmerd>a telemetry deNce bo h>mlled to 2.SIMINSTALLED FIRLLED AS REQUIRED FENDING r0 BE y0 6 b.I/A OWTS tanks>hail be wamrbght ad conswcked el eauM aMavim Immealam carom alarm notincatbn m Ne OaM INSTALLED AS REQUIRED BY THE TOWN OF \ mla maWbls Mat et.not>ub)eet m eacesslve corrmla a erect by CM O>M ageem provleer 5OJTHOLD. 9.All take met m wamW Two mcNom a/ems. tmb are rgecoseema MkM1 et.roC melgrod a rlow bU gaviy ore 3.LOCATEDStIRFACE WATERS OR WETLANDS ARE NOT -. I wamrtl t>hall m elMer vocaun math mr � �'m,ero°d to b°°quyspee wIN a eon4ol penal wiN moons or LOCATED WITHIN 300'OF THE PROPERTY. gh g or wa pre»sre mstirg seeing a portmle gene ator m aperam ue ayamm during a i O methods a>voNo u� powe wedge. 4.ELEVATIONS REFERENCE NAVO Igbb i 10.Vowm matFg Seal Jn enp'y'ark arad gayly o vmum a•ov Ay W Z Ca)hdlea(1O(hm)oP merwy.The tat I>approved IP qO%of 1.The elecNiml pnwtlm boa servag Ne pnp mete-me hams S.ANY VISIBLE WELLS LOCATED WITHIN ISO' U I PROP \`I vacuum is bid Im wo mhums. must P.w-mel':and locoed wtalde Me I/a ONT9 to+k 4+anbv. OF SUBJECT PROPERTY LINES ARE S � WJ.DECK ,T\ DEPICTED ON SITE PLAN. p 11. r ma!hg,Seal tent;.ill Cmk wl'h wa:cr m w!Ict tom: ].Aq.1.wen located w:sim oP Ne I/A O-S alit must m ploced U j , - ebvmla lot atme Po-]4 M10-s>.gellll Ne tent a tie orle:invert mI OPI'(canoe F.MIMI'a Pt 91..e)antl Faro a>o:ncbaaP yytt P-ROP) Nc]4J:a✓perlotl In cmplcm.Le[the tat atad rm m emlmwe sever. SUBDI VISION INFORMATION: R H I DRY 1 I \ amnlonal 10 O period.The mnk b opprovae Il wamr level is Held for Ne 10-hwr pelod.wamr preaxre mstng I> 3.AI pumps aid Ibat 4aea moat m accesdblc and>crvkeable MAP OF WILLIAM J.BA%TER,JR. KP.1 �IELIy reconmimmd m to doro a>Im alter Imallmlm. !rem aweea openaga. LOT W.4 MAP NO.12229 i NINELLy TAN a i a.fie 11.ot>droll be atmdad m o 3chedula a0 PA/L lido!tree FILED FEBRUARY 04,2022 that ca be aanly.arovaa Por>e.°.iae a od�v>wene.The neaea .., �\ don rot be atemhed m ale vorce mah. o I. OLTOBER RP-"IF,—.> have a u.1 comps»Iva>trengLM1 1a al 9C00 poamtl>per aqu-ae inch(p> aL]D-0eya xt. 5.The Ocpo t Moil cbaarve Ne pump>ysmm operate braugh 16,I— , I :-,:I 2.1Nlckneaa Ma 11 m a mhhsm o!--IroM1ea nlm>Ne a narmol opeobng cycle. S ensign Fa>been certllled bJ a New Yak canx0 Nc Proleeela.l b.lnapectlm lac leamgc oI Iorm main PILLings w11,m made TEST ROLE DATA Q FROP.2-STORY Ll Q r:�allheer m oomplyng with all gapropram rcquhcmmm It.Nin amhg Ne pa p test proceMe. TEST HOLE DU6 BY FRAME DWELLING w/ `` BASEMENT a 6AR4E 1d Q� E c.nsw 1 ales,batten and tap flail oonmh rehlmchg MCDONALD GEOSCIENCE Q I (4 BEDROOMS) \\ I W U J m reabt a applied Pem oP SOO Pa'-wdo pe aqu Pont(pal). AS SHOWN ON LOT NO.2 \ ya OF FILED MAP FF.EL.a31.1' 3.Pre-root concrem aeetbna Mall m sealed with ono N hcM1 w[yl O I 1 I .agar J.lnt xalm:Mich coinerm>a ASTM u4o. GARAGE SLAB EL.=29.4' \\ I All xwv olpca-11 perotra:c the vcr:Fnl dmwall of L!ti aik eL''�4• � I _ I Iw I R a'a>M1o11 IF sealed wl'h gwt a aNer moms mcep:mle a Ne O SANDY LO0.M gip\ I IZ Deparmen:evclt m wa:ar 1gn:aaaed fleable Joint and rl,a pipe gmket!maned a fro pipe wl'h amhlme amel=etrac[mlo ML LOAMY 91LK SAND I \ / IJ I VERED VENT 1/A Q.,V IID I .,p(al. 20• _ W YWE�4 COPROP, inn Ip I PROJECT: Na 3 tllon 3eN4,BJO.Tales t are w�C pl la wamKlge.See In 1 i PORCH PR 70p T�OQROOF AS 10 I_place regaire prle epprwal Iran Ne Depetment old I,uat m mrtlrlee by o Llcenaetl 1 sl. O 1 Jw I lea>lonal ISIS .AL a mhura m,Ne Il.m acid walla o!a I H PROP. 1 W I cawem tout rvat m rronollMFnly Poured. I I PROP.20.O " HYDRO-ACTION Ip la , NORTH FORK 6.WarovwQoeGlwl,eoneem I/A OWTS Mall roe m Imatad = w/REMOTE tl (SAMPLIN5 PLGL I rc I Rh1n ggrr ter.Far hsmnaekms that me ploced w1Nh I JI POLYLOK OINTI DUX o IIL ESTATES-LOT 3 gandwatm,Ne boLLan a sIm peLbm,up to Ib hcM1es above I P 1 I �lgha>t recorded/eapecmd gotmdw.mr elevo.m.or Ne VA OWTS d I ILL I t Mon x marouwaaly caatrvama.1n eaxa where w>b roc J 1 PROP. 31j a• I 1 N n e` er we wg�se5r�llorme e.pe�Lee g-ouMwa e�1B PALe 5--FlNe I ASPHALT wl - GRIFFING STREET elevator and look msmtl m en>ure tig+hiev prim a operatbn. SP TO—-SAND O DRIVEWAY I /PROP.`2' 2' PROP. 5• I 1 QI�IO'MIN.---1 Ep MIN. MIN. L.P. MIN.�1 I CUTCHOGUE,NY 11935 1.In caeca wlan aarorem tents et.Inamllcd h gov:6•aVi,tM O q I ; malgn prolmsiwal>M1gll-11 biaya:cy colwlatbm m prove Ne 0.I �� 6 wolght of Ne tent 1—m w1-1 meM1orhg m Ne mP1111-oP = •p 1 .,. \!? b.IImU will m ere lame L5 thro>more Na N.w.lght.r ble water I PROP. PROP. 1 PROP. PROP. I i I DRAWING TITLE: aaplomd.The bxyeey calwlatlom dell m tlea usmg'"t EL=26.5' STREET, STREET RI STREET. �P' STREET. I 1 �apaeeeerecmeee gane.a•<r iwaela w N we eaaa empty.yen v TREE - THE ��L.P. - , I I -- NOTES Mon n o r on top Ne:ak(a) :IF cansmmed wM1m mmrminlry Ne am,ant oP mcYvxhg m ballaa:weight requhaa' � A A 1�A Z ♦ I j � 306.52' � SITE INFORMATION 5UFFOLK COUNTY HEALTH DEPARTMENT APPROV SITE PLANAL N 3q°3B'20"N I bOA' n.o• 1 L-29.3' _iTS.NO ORAMChJATER PAGE: EPIS, BRED.H15NEsr EXPELTEo GRg1NDW PER I GONG.WALK ON -4 ELEVATI 15 9'PFR U565 S P-101.0 0 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES bN TORINb WELL 5323g0.1 PERMIT FOR APPROVAL OF CONSTRUCTION FORA DRAINAGE SYSTEM INSTALLATION NOTES, I GONG.CURB s A TER SERVICE 10'SEPARATION IS REQUIRED BETWEEN SEPTIC S a SINGLE FAMILY RESIDENCE ONLY MER SERVICE LINE,UNDE LDS,5 D UTI ITY COMP LINES AND � DATE:05/13/22 ED E OF L FOUNDATION WALLS R COMPONENTS AND THE G R I F F I N (5 5 T R E E T I 1 A M OF 5'SEPARATION 19 REQUIRED BETWEEN DRYWELLS a I CONCRENSRE TE SLABS AND LINES CONNECT ALL GUTTER LEADERSEADERS TO NEAREST DRYWELL I 1 DATE6I25J22 H.S. REF. NO. R-22-09 SO PROP_WATER MAIN O 5 REST_ 1 REDq APPROVED FOR MAXIMUM OF 6 BEDROOMS Dl D 4Q V �r 037405 yo EXPIRES THREE YEARS FROM DATE OF APPROVAL - OFNE� -- - - vrF SITE PLAN GSA=i-5G4�= SCALE:I"a 15'-O" Q a. SINOLE LfNE ®IAORAM W w m J � MAIN ELEGTRIGAL ZERO SETTING ON OFF DETEGTION o PANEL AT ONELLINO INDIGATOR INDICATOR GIRGUIT c -6 o czo MAIN BREAKER T FB a c N 0 0=Ev INDICATOR ¢ o GIRGUIT ROM RAM LOG cl) OUTPUT GIRGUIT +1 U — TIME � AG (DC,) SUPPLY) INPUT GIRGUIT ONE-GRIP MIGROGOMPUTER RANGEN m NIT — SELEGTORS + I U c I Q DEDICATED,30 AMP SINGLE-PHASE li GIRGUIT BREAKER I ELEGTRIGAL 5ERVIGE TO HYDRO-ACTION PLG CONTROL PANEL Q HYDRO-ACTION 51NOLE LINE DIAGRAM SCALE:NTS z E f NEN(41(41 FLL CONTROL Es.R X 30'm D-BOX L OWE 6 EBCONDARYPS VETY PPNEL w/XPI=O ECURItt GRATE(BAFFLE LOVERS 9^LATM LOMPQ=SgpQ 2P0D IF INLET PITLH PP.EL.•9i/' PRIMARY LOVER EX:SEDv]FLY FOOTI IO' (TYP.;ALL a15E¢5] E I'O'MIN, w I'-0'MIK I'O'MIN. MA%.'r 2'$'MAX. _'-0'MAX. o 4•—E AV6.GRADE 5L•293' S%MAXIMJY SLOPE MAIN DRAW IN✓. MIR a•m spa 31 PROJECT' EL•2lA' PVL OR EO. MIN.4'm SDR 95 MIN RTLN}':I' PVL OR MIµ 4'm 55 LINE ________ EL.•r3 MINRTLMJ..I' F1=26.q' ELe20.1•IW. Imo' INV. �I�E NORTH FORK '°'' =69 ESTATES-LOT 3 Q P PROVIDE CAST IRON 2-MIN. PIPE EXTENDING 2'-O' A PROVIDE 12'THK.MINI R'ROVIDE ETm LAP BEp oP SAND La PEA ttPE LEVELING GRIFFING STREET MIN.FROM EUILDIN6 GRAVEL BENEATH DEv,cES AT omBrs) PooLX56 4; CUTCHOGUE,NY 11935 BASEMENT PORlDATION DISTRIEUTION BOX POOL(5) q LL p „T'ORO-ALTON AN600 245 NITROGEN REC4LnON SYSTEM ' REPLALEE 51 SDIL - DRAWING TITLE: w s'CLEAN SAND / BILL OF MATERIALS LO-I-AQ SKQO.MDINs/// e'-D' WIRING DIAGRAM EX15T,SAVp IF_M Pm DEscRlPrloN DTr. I GRnvEL(sPrw a SYSTEM DETAILS LAYEQ NOT�¢ES-=YT ' SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 6-15 TANQ AN600,=.FREa6-Y R�cnON a A IB0055 ravK 0.N500 249 PRETREATMEVT I B 150002 SY6 STANDARD 2 TANX LOroELTINB K,T ' L IWIII ASSEMBLY,RE-LIRG1LAnON 245 LLMPLBre PAGE: p aNbao-P AN6Lb w FLA.rFLRM coMPLere C P_10-L/.0 0 E EL50-90L-130�LL OPS,ELBO.50-L-110-ELL V XiGHEST EIwELreD _ROUND Y -EL..9.3_ 5..xmR _ v.v_c�� rDs'w� ! DATE:05/13/22 NNC'VATIVE I ALTERNATIVE ONSITE 4 STEW R TREATMENT 5Y9TEM 0/A 0NT5) LEALHINO POOLS(2) I. I/A-M SHALL HAVE A MINIMUM TREATMENT LA 1—OP 440 6PD(4 BEDROOMS)•. 1. LEALX N6 SYSTEM FOR A 5-6 BEDROOM RESIpENGE SHALL PROVIDE 400 FN 51DE-HALL AREA J: PROPOSE-D NYDRO-ALnON AN60p PROVDE$660 GPD TREATME„T LMALITY. (2)H'm x B'(EFFELnVE DEPTH)LEACHING POOLS PROVIpE 4LV FTT slpE-NALJ_gaEA �; S.vF w[ 2. INSTALL ALL LOMPONENTG AS FER MANL.SFEL'S. 0)V. B'(EFFEGn VE DEP}NJ LEALHIN6 POOL PROPOSED FOR 50%E%PANSION 7J__ ? 5. A 10'MIN.DISTANCE BETWEEN THE I/A OW AND BUILDING—LELLAWHASEMENT SNALL BE 2. LEALHIN9 POOL5 TO BE CONSTRUCTED OF PRELAST REINFORLFD LONLRE E(ORAL), FtEDA y MAINTAINED,OR V MIN DISTANCE IF BUILDING 15 UPON A SLAB. 5.ALL LOVERS 5NALL BE OF PRELA51 REINFORLED LONLRETE(OR Ea,AU. (J\y T,1V h1. O A 5'MIN DISTANCE BETWEEN THE I/A—5 AND D151.BOX(W 1d PRE 11 SN—BE MAINTAINED. B A 5•MIN.DI5T0. a BE—nE Ml EST¢E'A¢2E'J 6QOWOWAFR L=1 A`17 2TTOM 4 LE0.,NING F-1-5 SNALL BE M4INTAI!LD. -WNILE A RATMENT LA ALItt OF I,,,440 6PJ(4 9EDROOMS)19 JIRED PEQ THE NAMBE¢OF rL'Fv+AiF'�' N.TPW.IE 9' X� C••• O • P¢OPOY�3�ROOMS,SYSTEM$'HALL CAoABLE 0=ACLOMMODATVS A b 9EpROOM LPPACItt. 5. AID'MIN.pISTANCE 3 LE BET�•Y LEAL FOOD ANp>ure¢LICE SNAG BE MA,NTAI.NED CLEANOUi DETAIL fOR AREAS NOT SUBJECT TO VEX:CUUR TR•VFIC * _ b, AN 8'MIN. BID— L LALHIt15—5 AFL),/A SHALL BE MAINTAI�L=J, IN ALL YIEFS.PLEEANATE'A'S FOR BENDS,ALTERNATE•B-R FOR USE WRFI M.EIITEV$IOR/CORNECfON 9 D37405 PROPOSED 5EPTI0 5TE)TEM DETAIL GLEAN-OUT DETAIL rFOFNE�� 5CALE:NTS SCALE:NT5 a � SURVEY OF LOT 3 MAP OF FZU.JAM J. BAXTER, JR. po73 LAND NOW OR FORMERLY OF KOEBLER FAMILY LIMITED PARTNERSSB SITUATE AT CUTCHOGUETO TOWN OF SO UTHOLD S 40"15'20" E 162.43' ' gtio LAVE goo o SUFFOLK COUNTY, NEW YORK MAP d�-�� FILED: 0210412022 MAP No. 12229 LOT 2 LOT 3 LOT 4 � S.C.T.M. No. 1000-102-05-9.9 LOT AREA = 27,078 S.F. ACTUAL AMOUNT CLEARED: 23,214 S.F. / 88R ELEVATIONS PER NAV88 DATUM SUBJECT TO COVENANTS AND RESTRICTIONS EDGE OF CLEARING PER FILED MAP, LIBER 13113 PAGES 649 & 844. O O m �I , GUARANIEES OR CERTIFICATIONS ARE NOT MNSFERME. UNDERGROUND UTILITIES EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARAMEED. THE OFFSET DIAOMON SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LIVES Cd W p ARE FOR SPECIFIC PURPOSE AND USE; THEREFORE ARE NOT INTENDED TD GUIDE THE ERECTION OF FENCES. RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, it O ADDITION TD BUILDINGS AND OTHER CONSTRUCTION.THE EXISTENCE OF RIGHT O OF W AM WETLANDS AND/OR EASSI M5 OF RECORD, IF ANY, NOT SHOWN .O 8.1'0 17.4' ARE NOT GUARANTLlD O 7.5' � UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF W 10.8' ~ V cc SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP CONCRETE FOUNDATION 1-01 NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SFMLL O �L 04 T.F.EL.=91.9' NOT BE CONSIDERED A TRUE VAUD COPY. to FROQ ALLM HOMEOWNEER% FIELD OBSERVATIO77ONS OF AND DWANCES TON%R IN 0 OBTAINED FROAND CE!SPOOLS'ARE BY M p Cp OTHERS SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT 17.0' of y BE CERTIFIED. 17.4' O O o 0 307.52' �e$ g All ib [D 26.45 FEB 01 2023 #TC25.44 o EUBLumG DEFT CONCRETE WALK 29.2 Tcze BC25.08 L 4 CONCRETE CURB �BC28.89 T(mm o S®mmol_® N 39038'20" W 160.00' 97 PROP. WATER MAIN EXTENSION GRIFFING STREET +CZ28.80 EP26.45 EDGE OF PAVEMENT EP28•22 EP28.54 (VARIABLE WMM) �of VIEW) SECCAFI C0 LAND SURVEYING PC A.CO Al� S C cq�O� 500 Montauk Highway * aQ- o * Moriches, New York 11955 ,��► ` ' Phone: (631) 878-0120 Phone (631) 728-5330__ pseccafico@optonline.net �2 Pat C. Seccafico. PLS Pat T. Seccafico. PLS s o4 $1 J NYS Lic. No. 051040 NYS Lic. No. 049287 0113112023: FOUNDATION LOCATION �� SAND s copyright — 2023 Seccafico Land Surveying PC PROJECT No. 63146-3 SCALE: 1" = 30' DATE: 0310312022 o CY3 e!t ec,*�na.m�cMw a.A °d r�ri.gi./. •w--••/ L">ie i�• a .j q �`.' � YAWtrtoan'fwwva ro»a CNJ - - ,,w.w�mcra®Tarim-•'- u9 ..,.yA-� ...e....� ,-'"••✓•�•"•:�r�-�.y�w.'.a".'e.w+++ �� °9 �'�� -_. inx orawAnmwsamAom � � r,m rm. �,m.w•.e..A •..� "��. � U mArnv.°�� Y -c .. «.✓f..�lr •::a':"w�-«w`b. ��, w�`.y� .�''ta�'y. "J W wo/awnw�n�w4'°wraave+o+e.c. •Q SmoQ. .Q 1�tl4�.M Ntl9 8 jd_ r.sYruAw..aw�«•rr w ahe�s��lrwa wf:b'`.'.° r V�. ��p`C�1F\r`f�'��INIyT�'��_ 7 ..:^�o.f--......��..-.,,' `C/ £ 'a aN .mow. ...•,..»a«w..,r..... «� �...�ur.a./�� \ � _�,a�xA>�esma+ne-emmtea.�oranc 5 ggp ��,o�.«..»'« A4 Mxfln@o r11af eAICINGf GORNEROJ d� Z G we,:w.r""-m .•`-d..Y" w«.w++»wrwr-»�'u: - ® � i► sort!Deward - eab¢R�`ccnv � � .wv.r.fM..M��W� ./b rr Mw.w•r Po•+r+lr..weirwal lwfMw -'U-NJ4LMlLOF1,YA0iR0 �f IW ►.".;,"-"'"" ram. .. a ..wo...w,r.. 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Norco .. .^.--------__ fRt iNFOflNAnON moa, A5luRTBR[►6AI1 9UFP0L NTY HEALTH DEPARTMENT APPROVAL - REPERENGE NO.,R-3Z-0980 - --� _ _� Patel SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES _ SP-iolm APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE :, uammissia� soF1 GRIFFINS STREET Date far1N8A H.S.Ref.N0. R•zs-0nao �sv+,�mnarAm,.e<,i/ r um,a,woumm ,vnc wa'meii.o"+""...._"'_--------,.,.•�....•.....9._------ The sewage disposal and waters facilities at this location have been 0 Axe 'ed9 Isp cse tppay . 'isimamab am�+wneu, a PEOa inspected and/or ceAiC+eO by this Department or other agencies and found c`'w�cr°Au�urAow xe^„e,r ablmt ��.^.••-^-�-��.^--�'-'•-^^�^^�^^-^.-'^^�`^�•'^�'k-'^'°v"•-✓`="°'Y�`-�"^•'^�"`�^"^' c$e v,. to be satisfactory FORAMAXPAUM OF o a�x BEDROOMS. yW CRAIO KNEPPER,P.E.,CHIEF 917E PLAN a,An+a c.�a �'�e►xe`d{� office of Wastewater Management ecMl�1.A'C ELECTRICAL SERVICE TO PWIGLEAN ALARM/CONTROL PANEL 100 I 101 1004 m Tg MAIN ELEGTMIGAL I 105 PANEL AT DWELLING I 106 "°°"nmerto.Keaw.�cam.oua.c.nunor a` Sgo nwazw.im,uierm.".ancm rre'uv.r.mu�ae 107 wuvaaiu wvaa w.ow,o.ie iawm d vxH wrquna, MAIN BREAKER I cow Ice Aw F-1 v_u1I3 •'-a-n_u m. irt;4 -i�-� m54 I[ f -C �'I55p i U C 113 L'a• • 157 I , y it �� I I I B.oANLYI ORLU PRD1EC40R O GN PRT u EECfgN. , L � EEM ; ..nm .«. i i o'io '�couwe• CT a ERH I OXSPIGC�P Or LIB 59 60 1 17 AND 1 I1--------- Iingar—�i----^----'1 r-____ _ Cm16ATED,20 AMP tzt 163 , 511,16LE-PHASE I - 164 1 �a a , LIROUIT BREAKER 123 R l , 0 p I J 124 Ntuu 1 %5 I I tE6 I WRM UP R ) o t•.,� , 12266 167 A I' lAtAfD iNAPiITSI'INm i 27 168 1 I • ru rg, -_-- 169 I I 29 fro 1 TEMEPATLIRE UTIIZ OF FIELD IISTNUD CTNACTAI MST K AT LEAST LSD GIG r, 13R 171 1 S60 DEG C 1.TC4NINAL STRIPS ANU GROSID LW �P[4 0005R16S ALi. 1 131 P 172 1 CUKCT G=LW IN PAVQ TC A SEARS UA1N WARM M l l73 CASHED LINES REPRESENT rl[LR VIRING FIELD VIR11fi slim J 14 _54J �ICL EAN SINGLE LINE DIAGRAM U3 •- - eGN.G Nra AFF- �, �.afOv.•+s°�'m: c"0w�.*�S•a,CLa6,ucs 9 I 1 > � �� 1�- :'� PITOI'-"�cii a r J NORTH FORK ESTATES.LOT 3 rK � d AJTCHO WINNY 1REET EMCH000C,NY 11936 1pPK ti v u� i® �.^� x.T aV. Ed g WIRING DIAOfl IADFI.P_ - on ana+� i AM _. ex�.'n°ca�1�i�ma�er<roa F , DYbi[M Dtt7A1L9 SUPPOLK-000NTT HEALTH DEPARTMENT APPROVAL �,�,,�,_., ,u„„,,, POLY� _ILOK 20"DIST.BOX DETAIL ""Yi ,REPE3ZFNGE NO..R-2Z-09b0 v.M +t PAR[i SP-102.01 ►D o CV -- r -- r rc�r Y- 42 `""rrs•�. � I ��C14 -. _ � wo°.wuw.a�wwa�nunarw,.'+nu xe-var�mBl. � �wa.r anwra.r+�.w*�,®weawure.namrr.awu wm '� `._••- cli •.` wVew�„w a ea.�A'{rl et••.rtlwrtnom"v�ur�erews-aRe.wrY cet4wunu 'r,,;- -•1.+, I {LB9 -- w�0.xVo.nm..amm'MWaroatrrtunf4tml � '�r [7�r�. �Lz U +R�'a��/`-4.f..n✓..,+4 rMM./�>•�..A.-w".A/�/av+`+-n-ni.�..n../ti./�n_w..•w.+e•4f`.�,.^`4.. � U .A,m_ rfcC� ♦ � tt p GLEAN-OUT DETAIL ��rQDPu �D� SEPTIC BYSTEM DETAIL mNe,NTa CGenerated by REScheck-Web Software �J( Compliance Certificate Project North Fork Estates at Cutchogue - Lot 3 Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,510 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Griffin Street Anthony Portillo Anthony Portillo Cutchogue, NY 11935 AMP Architecture AMP Architecture 10200 Main Road 10200 Main Road Mattituck, NY 11952 Mattituck, NY 11952 516-214-0160 516-214-0160 aportillo@amparchitect.com aportillo@amparchitect.com Compliance: Passes using UA trade-off Compliance: 13.1%Better Than Code Maximum UA: 527 Your UA: 458 Maximum SHGC: 0.40 Your SHGC: 0.40 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. Envelope Assemblies Gross Area Prop.Assembly or Cavity Cont. Req. Prop. Flat Ceiling: Flat Ceiling or Scissor Truss 1,770 49.0 0.0 0.026 0.026 46 46 Cath Ceiling: Cathedral Ceiling 260 49.0 0.0 0.022 0.026 6 7 South East Wall: Wood Frame, 16" o.c. 883 27.0 0.0 0.051 0.060 42 50 Window:Vinyl Frame 51 0.300 0.320 15 16 SHGC: 0.40 South.West Wall: Wood Frame, 16" o.c. 702 27.0 0.0 0,051 0.060 20 24 Door: Solid Door(under 50% glazing) 144 0.300 0.320 43 46 Window 1:Vinyl Frame 158 0.300 0.320 47 50 SHGC: 0.40 North West Wall: Wood Frame, 16" o.c. 870 27.0 0.0 0.051 0.060 40 47 Window 2:Vinyl Frame 81 0.300 0.320 24 26 SHGC: 0.40 North East Wall: Wood Frame, 16" o.c. 998 27.0 0.0 0.051 0.060 39 46 Door 1: Glass Door(over 50% glazing) 94 0.300 0.320 28 30 SHGC: 0.40 Project Title: North Fork Estates at Cutchogue - Lot 3 Report date: 07/19/22 Data filename: Pagel of 2 i Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 3:Vinyl Frame 138 0.300 0.320 41 44 SHGC: 0.40 Floor:All-Wood Joist/Truss 2,030 30.0 0.0 0.033 0.047 67 95 Compliance Statement: The proposed building design described here is co sistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building een signed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory i ements Ji ted in the REScheck Inspection Checklist. kwafflu 1 7'_K�' 1/070[2), Name-Title I Signature Date A a Q °X 41 ,IN 0 37�t•t�r�` I L8 Project Title: North Fork Estates at Cutchogue - Lot 3 Report date: 07/19/22 Data filename: Page 2 of 2 1 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.40 Door 0.30 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments SITE PLAN HATCH KEY: n PROPOSED BUILDING ADDITION I Q LnPROPOSED ACCESSORY STRUCTURE�� o w PROPOSED 2ND STORY -� w '~ N hriE DM;E �T � o Allo VACANT LAND EL=50.0' � EL=51.0' S 40°IS'20" E - - - - - - - - 162.43' - - - - - - - - - s CZ � \Tx--x-x-x-�-- v N i x >1 M :3 U:) lu O \�� ✓ + O g. � i '�� .1 — -y iy^,y ��,,, ,Y`q b. r e ., , #L Z O Lo Imo , r .. � —x—x—x—x—x—x— ✓ `' a# r ,3 ,' •X' �d x A '�" a�4 m'a+, f ., r `c .rG y - }e —x—x—x--—x----—x—x--x--—x—x—x—x—x—v—x—x—x—x—x—x—x—x_v--x—x—x_x_x_—x—x—x--x—x-----x—x x—x—x—x _— _/ — I x — —x—x—x—x—x—x—x x ---- PROJECT— \ I w„ �ti. * *` r w'":`•'" `. 4.+"' e,, •' '- ff..JJ ' ` ` r C� 00 ,O I PROJECT LOCATION & SCOPE • Yr p.. �. Syr•' -P''.. "i °'4 '° *y�'j� ,�' c -a I "t ,�.K...,,{• '� • ' `P`W., "',. SITE PLAN & ZONING DATA — T SUBJECT PROPERTY j �K n 1 rn 4? GENERAL NOTES �V w D—IN-GROUND POOL r f ,�� w . *' \ I <F �.,� n ENERGY TABLE +J � - V,. �`* �' � `, . STRUCTURAL DESIGN CHARTS \ ' HOLDOWN ANCHOR BOLT i z I �'4 " w•, 'w L ° ` 015 y STRAPPING, & NAILING DETAILS U J Y j FRAME ,,. � FASTENING SCHEDULE m STOOP -- i Q FRAMING GRAPHICS j — L.OGATI ON MAP BEAM CONNECTION PATTERNS n 50A FIREBLOCKING DETAILS n I I 18'mx5'1 ' I x LE NT5 - � j P•E• BASEMENT ENTRY ) PROPOSED FOUNDATION PLAN I � STAIR 2-STORY WD. FRAME l DWELLING w/ BASEMENT x ro - O2 ,Q ( PROPOSED FIRST FLOOR PLAN I I GARAGE r (4 BEDROOMS) I - PROPOSED NEN 2 STORY ND. FRAME DNELL I NC N/ BASEMENT � ® F.F. EL.=33.0' Y C ARAC E n, GARAGE SLAB EL.=31.4' \ _ lll� I I p PROPOSED SECOND FLOOR PLAN � � __ --------- FOP, COVERED IL 0 T x T : CHG �x '_x_-----x_x_x_��_x_ x_ -x-x-� T1 z; --- - ®2O I .00 PROPOSED EXTERIOR ELEVATIONS o I < '- � i L___ �� \\ I PROJECT / ZONING DATA - -p T-T---__ ----------,--- - —_ - - a of 1 8�x5 1 I O \� TAX MAP # 1000-102-5-a.ci ---- N \\ I I ZONING DISTRICT HB NO A-202 .00 PROPOSED EXTERIOR ELEVATIONS w O � W LOT AREA 0.6 ACRES \\d I 5UFFOLK COUNTY HD APPROVAL REQUIRED 4 - - 0 ASPHALT \ � -�O ,QQ BUILDING SECTIONS W � DRIVEWAY I � I - - ---- - - ----- ------- ------- --- ------- EL=26.8' ��c _ HABITABLE SPACE PROPOSED z �u (6 BASEMENT AREAND 7 505.52' `� - - - - - -- A-�jO2 ,OQ BUILDING SECTIONS a FIRST FLOOR AREA 1,770.0 S.F. - - - - - - = - - — DESIGN DETAILS - �� SECON7 FLOOR AREA - Lo EL=2Q.5' _ cv TOTAL BEDROOM COUNT 4 -- w DESIGN DETAILS o GONG. WALK I PROJECT: GONG. CURB LOT COVERAGE - � -T �, S- 1 Q 1 ,QQ PROPOSED STRUCTURAL PLANS NORTH FORK DESCRIPTION (FOOTPRINT) AREA LOT f�' COVERAGE ESTATES - LOT 3 I S T ' T j TOTAL LOT AREA 2-7,0-I8.0 S.F. I HOUSE 4 GARAGE 2,511 S.F. q.3% - ®2 � PROPOSED STRUCTURAL PLANS ----- -- ------- ---- --------- ------------ ------------------------ --- --- - GRIPPING STREET WATER MAIN COVERED PORCH 123 S.F. o.59b CUTCHOGUE NY 11935 if FRAME STOOP ci2 S.F. 0.39b BASEMENT ENTRY STAIRS 66 S.F. 0.2% PROPOSED STRUCTURAL PLANS '�— _ -- --------=J� _ —— -- DRAWING TITLE: N-GROUND Pool 788 S.F. 2.a90 PROJECT LOCATION &SCOPE S 1 TE PLAN � TOTAL AREA OF ALL STRUCTURES 3580.0 S.F. 13.290 - 1`4 SITE PLAN & ZONING DATA 50ALE: 1" = 15'-0" ®�.00 PROPOSED STRUCTURAL PLANS REQUIRED 5ETBA0<5 - MAIN BUILDING --- ------------ _-- - REQUIRED -_ ' PROPOSED COMPLIES PAGE: F- Q ,QQ DWV/ WATER SUPPLY RISER �'�� FRONT YARD 40.0�'� 46.2' I YES -- - --------- GAS RISER U-00 VI Jamol 1V SIDE YARD I5.0' 44.0' YES BOTH 51DE YARDS 55.0' �! Q4.0' YES --- - - ---- - -- ----- DATE: 01/17/25 1 OF 17 REAR YARD 50.0' ba.5' YES SITE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN $ IS JA N 2 1 2Q2j E SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION t REPRESENTED ON THI5 SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2. 5URVEY INFORMATION WAS OBTAINED Ft FROM A SURVEY DATED MARCH 3, 2022, M05T RECENTLY REVISED APRIL 02, 2024 AND PREPARED BY: Li I E SEGGAFIGO LAND SURVEYING PG. 500 MONTAUK HIGHWAY MORICHES, NY 11C155 h - (631) 575-0120 0 I `FERAL 5 I �50L <E I : 0- - ---- 13 Q —{ NEW PARTIAL HEIGHT 1p m Q O —I EXISTING TO BE DEMOLISHED -----� wWOOD FRAME (L.G. STL. 32-12 b'-I" J v EXISTING TO REMAIN WHEN APPLICABLE) � 10'-qy2" 15'-Sy2" 17'_3 f -{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL �-I 5TL. WHEN APPLICABLE) 1 I IS 511 13 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \I — — — — - VVV _ _ C _� WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS la — " _ p - _ 0 ,�_ . o WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL �. —� y 0. "0 C) P05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED Iq O _C Z _ WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) 18 Ia D �' =O N IS 18 IS C � co FOUNDATION PLAN NOTES �— _� O O -�� r— la la Iq p -� O if) TYPICAL P. GONG. FOOTING $ WALL CON57RUCTION: `J Q. �. N C p D . . O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD O # SILL SEAL PROVIDE 4" � — -� �- — -� � — -� • ANCHOR BOLTS AS PER PACE 6-003 GONG. SLAB FOR A/G _ • P. GONG. FOUND. WALL AS PER DETAIL UPON CONDENSER D N • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR D • B.O. FOOTING 3'-0" BELOW GRADE MIN. $_ • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) • AIR ENTRAIN P. CONC. FORPORCHES / PATIOS / - - - — - - -- - - - - - � - - - - - - - - - - - STOOPS (WHEN APPLICABLE) 6 • MA50N TO ACCOUNT FOR'. FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) N DRAIN OHOLDOW . HOLDOWN V' AS PER PAGE 0-003 SLOPE �•W TYP. 5TL. COL.: O SEE NOTED DETAIL AS PER PLAN �' to ROOM FURN. .VENT a6 50.F,T SEC.FL. U 4 3 4 FURN. O24 x24 xl2 DEEP P. GONG. PAD FOOTING .° , ' '• (V I-I'-5" 4'-b" AS PER NOTED DETAIL (TYP) 7_c�J/2" e, 0y2 10 II O5 24"AZ' DEEP P. GONG. CONTINUOUS FOOTING 12 o r n AS PER NOTED DETAIL (TYP.) J q �/ ---_ - - m n NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. n O REINFORCEMENT AS PER DETAIL T b cV 001 N i X 5'-O" O GLIDING BASEMENT WINDOW E&RE55 WINDOW WELL � D OFIRE RATED DOOR: 3 4 3 4 3 4 3QX6a 0.'75 HR. SELF-CLOSING STEEL DR. c�/2 8-Oy2 8-Oy2 -f-� 2 3'-Oy2° 3'_Oy2" DOOR NOTE: p � - - � � 1 I- -1 to -- -- — -- — - — — - Oq I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON — ' N PLANS BY JELD-WEN OF.EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON m v � � _ -I I- — J � — _J '• •.. •'' '; - -- ,. , ' � — — — — — — — — — -I � 15 5. DOOR TYPE TO PLANS BY 'THERMATRU' (OR EQUAL). � LECT 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5. INSTALL AS PER MANU 5F'EG.'s in 7. SEE 6.PROVIDE 6 003 FOR Au U.O.N. FRAMING 2 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 10 BEAM POCKET (TYP.) — - - - - - - - - J L- - - - - - - - - - — BASEMENT UNF I N 15HED UNHEATED � O 1865 SQ.F. II TYPICAL MECHANICAL ROOM NOTES.- 1. FOR WD. FR.. FLOOR - PROVIDE 1/2" GONG. BD. BY — "DUROGK" (OR EQUAL) - v7 2. FOR HP. FR. CL6. AND/O'R WALLS - PROVIDE(1) 4 _ J ® ry Z LAYER OF 5/b" TYPE "X" GYP. BD. UL U505 (OMIT ON ® w GONG. WALL5) AS ER MANU. 3 HHEN NEH, INSTALL FURNACE/BOILER 5PEG.'s AND AS PER Y5 MECH. AND FUEL OAS GORE 3 ^p Q 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT I 3 4 3 4 p �O IT CONFORMS TO NYS MECH. AND FUEL 6A5 CODE = 3 4 m 0 5 FRESH AIR N AIR �AKEE AS FROMER MANU.EXTERIOR SPEC - PROVIDE b 1O - w 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL i N EMERGENCY SHUT OFF SWITCH z -7. FOR 6A5 SERVICE, PROVIDE GAS SHUT OFF 5WITCH „ — r 10 w -j I at b. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 2 GAR GARAGE -1 $ m CLEARANCES AS PER CODE ( SLAB ON GRADE ) =ry � I I l — < Q o 2I a Cl. PROVIDE 3" FLOOR DRAIN $ CONNECT TO EXISTING ry m` ELEC. PANEL J SANITARY SYSTEM A5 PER NY5 PLUMBING CODE m FREEZE PROOF HOSE BIB: ' - q'xa' Lo 12 FASTENED w/MASONRY ANCHORS (PRECISE 5 OVERHEAD ry � -� � 3 � °' N LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) DOOR FOR WOOD STAIRS a GRADE: 13 4" THK. P. GONG. PAD b" WIDE x REQ'D LENGTH UPON P - - - - -� - - - - - - - - - - - �: (115) Tr® ,I2" UP m O b GRAVEL UNDER 2 xl2 P.T. STAIR STRINGERS ® m iv b MAX. 16" O.G., U.O.N. (MIN. 3 STRINGERS) q / / 10 PA-401PROJECT: TYPICAL LEDGER BOARD a EXT. DECK: _ry r,� 14 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS I / I / \ y2 ' NORTH FORK 2. SECURED w/(2) 5/a" 0 x 5" LON6 H.D. 6AL. LA6 BOLTS / / 4'-O I a l D ESTATE LOT 3. INSTALL H.D. GALV. JOIST HANGERS BY '5IMP50N' (OR I / � I I / � I � '�N � � 0 EOUAL) / / I r 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DIN6 4 10 10 BENT OVER TOP EDGE OF LEDGER SD. I / I — 5. SEE NOTED DETAIL - - -- - - - -- - - - - --- - - --- - - g'' 560 GRIFFING STREET 15 FL OOR DRAIN: 7-77 NEW 3 GUARDED FLOOR DRAIN w/ 3" TRAP � • • :� I , :.� ; I CUTCHOGUE, NY 11935 I - - — — — — - - - - - - - -- - - - 2 O NAVIEN WATER HEATER MODEL NPE-SERIES 2 2 ib (OR EQUAL) 2 — — --- — -- --- — - - - -- — — -- - - — — - -2" 12 - DRAWING TITLE: f 1 5 " PROPOSED FOUNDATION PLAN ORHEEM 115,000 BTU 6A5 FURNACE 17 MODEL#Wg5TC1151524M5A (OR EQUAL) IS FOUND 8 P05T5 FOR WD. DECK: m v L � - —�— — — = C• •°J'. - —_— — - - -- � O HP. P.T. P05T E P. GONG. PIER UPON FOOTING AS PER — DECK DETAIL (TYP) '� 13 44 WOOD DECK FOUNDATION (24"x24"x12" FTC): I�_0 Q d PAGE: la 4"x4" P.T. P05T UPON 12"0 P. GONG. PIER UPON 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL q/A-402. a'-4" q'-4" 5TAIR $ RAILING NOTE: 5' S' 1. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI Id'-6" $ MIN. 10" Tr - RISERS SHALL BE OL05ED 2. 42" H16H GUARDRAIL $ 5PINDLE 5PAGINC 56"HIGH HANDRAIL $ SPINDLE SPAGN6 NOT 25--t 41-8y2 DATE: 01/17/25 5 OF 17 TO ALLOW PASSAGE OF A 4" (P SPHERE p 3. CRIPPABLE RAIL AS PER CODE m n1 Q CLOSED P. GONG. STAIR: 21 I. TYP. 42" RAIL AS NOTED 2.RAILING SHALL BE WROUGHT IRON OR GALV. 5TL. FASTENING SHALL BE AS PER RAIL MANU. PROVIDE EXTERIOR GRADE PAINT AS REOV OR POWDER COATING ^� 3.SEE FOUND. PLAN 6 DETAIL /� }� PLAN EGRESS WINDOW WELL: i=ROfi=O5F-1� FOUNI7ATI ON PLAN 22 PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY "ROCKNELL;ELITE SERIES" 66"W.Xa4"H. OR EQUIVALENT. z INSTALL A5 PER MAN. SPECS. - HABITABLE Sfi�AGE; 1,cl1 I .O S.F. GROSS AREA SCALE: I/4� = I'-o" a:qr 0E I ERAL NEW PARTIAL HEIGHT_ EXISTING TO BE DEMOLISHED W O L WOOD FRAME (L.G. STL.� m J v WHEN APPL I GABLE) Q� EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 10'-qV:2 32'-ly2" Q STL. WHEN APPLICABLE) `� 8'-0" w N C NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 11 a ►n 0 WOOD FRAME (L.G. STL. E] POST FOR 4" WALLS V $ 0) O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - ® "D •- 0 POST FOR 6" WALLS), U.O.N. - - NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. zz O C Z C-WHEN APPLICABLE) 0 N >1 m U FLOOR PLAN NOTES 0 ++ L0 -w N -'-' DOOR NOTE: NEW LAUNDRY ROOM: C 0 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP 2 Q :2 0 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s WOOD DECK - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. Q OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REDS PER MANU. (V 20"1 SQ.FT. 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'s 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: 4.SEE PAGE 0-005 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR 31'-qV2" 6'-I" 17'-5" ELEMENTS AROUND DOORS (T1'P. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINC5 . - O5TAIR d RAILING NOTE: 3.DUCT SIZE AS PER MANU. I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI 4.DUCT SHALL BE EQUIPPED H/A BAGKDRAFT DAMPER V d MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 10'-6" (D),01 4 E 4 E 4 ?-2 12'-O" 2'-Sy2" 2. 42" HIGH GUARDRAIL d SPINDLE 5PACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM W I I I 36" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT SHALL BE LIMITED TO 51NGLE LENGTHS,NOT TO - To ALLOW PASSAGE OF A 4" m 5PHERE EXCEED 5 FEET AND SHALL BE LISTED AND LABELED +J 3. 5RIPPAELE RAIL AS PER CODE IN ACCORDANCE WITH UL 2155A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID `; • - WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS �W �---- 0 ® I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. RUNNING IN THE DIRECTION E AIR FLOW. EXHAUST 2.RAILINC75 SHALL BE WOOD OR PVC. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL a A SCREWS '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 3'-8" 8'-6" 17'-,y2" r 1 OSMOKE DETECTOR / GO DETECTOR NOTES: LOCATION TO THE WALL OR ROOF TERMINATION. THE 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 Q SMOKE /CARBON MONOXIDE COMBINATION DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° C) HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES AIR 2.INSTALL ALL AS PER MANU. SPEC.'S NOT INCLUDE THE TRANSITION DUCT. q CONDENSER 000. i QzQ < 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR o m a� KITCHEN f n IN COMPLIANCE WITH LOCAL CODE KNEW FIREPLACE FLUE: _ 215 O I. PROVIDE DIRECT VENT FLUE THROUGH EXTERIOR WALL PROVIDE "ABE5G0 FF200 FR EXPANDING FOAM' (OR GREAT ROOM FLUE OWINDOW NOTE: EQUAL) AT ALL PENETRATIONS AT AIR w 281 SQ.FT. I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM CONDENSER Q 400 SERIES CASEMENT, DOUBLEHUN6, OR 6LIDIN6 E 814, ASTM E 84, AND UL 14-7a. _ = to (AS NOTED); INSTALL A5 PER MANU. SPEC.'S. FOR 2.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY 5UBSTITUTION5, SEE NOTE #a IN "GLASS WINDOWS ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". AND DOORS" ON PAGE 6-002 IF CASEMENTtL OAS 51TRAIOHT ARM HINGE WHEDWS SHALL HAVE u FIREPLAG NEW EXHAUST FAN SHALL BE INSTALLED WHERE 0' in 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE O VENTILATION IS NOT MET BY MEANS OF NATURAL p TILT WASH CIRCULATION THROUGH WINDOWS OR DOORS To i A 5.ALL GLAZING WITHIN Ib" OF FF TO BE TEMP. 6L. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 4. 5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 405.5.2.5; INSTALL AS PER MANU. SPECS WINDOWS (TYP. FOR ALL) U.O.N. 105 12'-Oy2" 4' O" 4 HEIGHT 12'-3y211 _ --i EGRESS NOTE: O STRUCTURAL PERMAGAST COLUMN 5" SQUARE 3'-II•. IN If WITH NEW YORK STATE BUILDING PAN _ - - - _ - - m --- _-_- CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF N � ' 15'1 O - EGRESS SHALL BE FOLLOWED: RHEEM 4 TON AIR CONDENSER O W O m v MUDROOM SQ.FT. NET CLEAR OFENINO........... 5.'1 S.F. MODEL#RAI648AJINA (OR EQUAL ) m Q '13 SQ.FT. J NET CLEAR HEIGHT............... 24" MINIMUM , W NET CLEAR WIDTH................. 20" MINIMUM v I j � 6'-O tt1 - - - - -- - - - ==_- --_ --_ --_ _--- __ ----_ - -- ---- ----- - ----- - 10-10 BATHROOM tr 2 103 104 GL. $ N T DOOR 5GHEDULE BENCH DINING ROOM 146.2 SQ.FT. L----- - - -- - ----- --- _- --- ---- - ---- -- - _ -_-- -- - - - - - - 118 z A'7 Q DOOR --Ji MATERIAL ►,- 10 O �� in 3-4 2'-O" 8'�O"II 4 - ►a- L - y j - I 1 N � TAG DESCRIPTION MANUFACTURER Q it � l FIRE NOTES m IY I LIN] �/ p z kD WIDTH HEIGHT O RATING 4 N_ GAB. / -1 O u� 45 MIN. RATED w 102 • 25'-O" - fn SELF-CLOSING I Q FIRST FLOOR ---- --- --- -------------- --- - - --- D J -O" 8'-O" 00 �p 3 SM/CO - 101 (I) 51NOLE THERMATRU -O" • �� • a / _ q N ___1 L 102 W.I.G. SINGLE J JELD-WEN=-- 2'-6" 7'-O" L • ------J� r v 2 GAR $ 5M/GO I I Sb.a SQ.FT. -- RA OF SINGLE -- -THERMATRU---- - =2'-6" - 'I'_O„ • - -- � - - 550A0 5QFT. cr N r - --- -- -I'-'1" 4 Q 104 (I) - -- -==SINGLE - - _ JELD-WEN 2'-O" "1'-O" - • -J - SHEOVIDE I AT WALLS = l02 1 3'-5" - -- 12'-5° -- - - - - - __- _ - - -_- ---� - -- --- - - -- -- - ---- - 4 AND CEILING ' - 14 Tr ® 12 DOWN 04 105 (U POCKET JELD-WEN 2'-8" ( "1'-O" • FFROSTED -I -- - ( ) =ry 1 _ _�_r] - NATURAL LIGHT 4 a L;j GLASS D FLooR VENTILATION u - - OVERHEAD SECOND FLOOR DOOR L- - -1 -_ L_ _- - AREA -- 51 NGLE JELD-WEN O O • - - - ------ 201 (I) N T 3 _ ---.- - Q 16) I 0 '7.6 UP OPEN TO `Yo REQ. S.F. PROV. q PROJECT: , � � � I � -) `t I ABOVE LIGHT I _- 18.a 5.F. 50.2 S.F. ------------ ------ = -----_ ----�-- ---= - ------�-- - - I-- ---_-- � - ; �, A-�I �QD , 4 NORTH FORK �� - -- (oil - 7:20:2 (5)� SINGLE --_-_ JELD-WEN =-- 2- 7 • -- - - -- --._.- / \ / \ I , NT -- - - �Q,D a.4 S.F. 2b.b s.F. oilF°Y R ESTATES - LOT 3 203 (U SINGLE JELD-WEN 2-`} - --- _-_-- -- - _ -- / \ / \ 2 32'7.I FT. - � --- - 4 102 BEDR OM O cV I = I 236.1 OPT. in 204 (2) SINGLE JELD-WEN 2-O "1-O • �� D 205 (I) DOUBLE JELD-WEN 6-O" "i'-O" • 101 0� �� --��- _ „ 2'-�2° , HALF- A 560 GRIPPING STREET BASEMENT m 2 �'2 / \ / \ BATH - CUTCHOGUE, NY 11935 - - - ------- - - ---- -- -- ----------- - T. _ - --- - --- - -- - - _ _- - 42 SQ F II - � 001 (2) SINGLE THERMATRU 3'-O" 7'-O" • II a - - - - - - - - - - - - - - - - - - - ---- -----''�- - - -- ----- --I-- - - - _ 4 A N wOOD 4 A �; �;, DRAWING TITLE: A PATIO ---- - 125.4 50.FT. - -_ PROPOSED FIRST FLOOR PLAN ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s, SEE PAGE "0-005" FOR NAILING d STRAPPING DETAILS. 4 G 4 BB **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** 17'-4° [NLNP�N CHART - EGRESS -- ROUGH OPENING WINDOW DIMENSION CLEAR d _ = PAGE: OPENING b ® g # P TA6 TYPE MODEL _WIDTH REQ'D: 20° TEMPERED -� --- ----------- HEIGHT REQ'D:24" n ~ m ------ - WIDTH HEIGHT ]i- WIDTH HEIGHT OPEN REQ'D: 51 S.F. m =� Q' A (II) DOUBLE-HUNG - 244DH305b ---3 1000,11001 1, i -0---lL- - 5'-6"- - 2'-11- "- -5'-5- " -- J -- (I WINDOW) -- x (I WINDOW) 25 7 6 Oy2 la-6 I6-2 DATE: 01 17 25 r - N B (q) - DOUBLE-HUNG-- 244DH3456�i 3-4 -- 5 6 3-3 5-5 I --- F_ G (I) DOUBLE-HUNG [Z44DI42556 r ---- - -- �I- � OF 17 D (6) DOUBLE-HUNG 244DH3046 -3-oil4'-6 - --2'-I I „ 4'-5 " O --- 1 - - , „ 4'-8 „ ,f 4 _DOUBLE-HUNG [7:244MH244q � ---2-4 - 4 � -J-- 2'-5 � - I 11 1 II -- - 3-I I � (I WINDOW) ( F (I) PICTURE 244FX6040 6'-O" I 4'-0' G (I) PICTURE 244FX2020 2'-O" 2'-0" �__ ---------------- --------- H (3) DOUBLE-HUNG 244DH3030 3'-O" 3'-O" 2'-II 2'-II (2 WINDOWS) '. - „ - -;, - ; I!,- --,--- „ �- _ � ,� i--- i��'O�'OS�I7 FIRST ��OOiZ i��N I (I) DOUBLE-HUNG -�244DH304a 3-O �'I- 4-a �', 2-I I 4-8 x (I WINDOW) °~ / 10 ll _ J (I) DOUBLE-HUNG 244DH303b l 3'-0" 7 3'-6" - - ---2'-11 "--- -- 3'_5 " 1,770.0 S.F. HAE3ITAE3LE Sfi AGE; 2,520.0 S.F. OROSS AREA SCALE. 114" = I'-o" " K (1) PICTURE 244FX3030 3-O 3'-01, l 4 I - - i - ---- L (1) SLIDER NLGD12080 PLUMBER CERTIFICATIC� ON LEAD CONTENT BEF01 ' CERTIFICATE OF OCCUPA' A OD I U"RONIED AS NOTED SOLDER USED IN WA TE DATE: '42B.P.#- SUPPLY SYSTEM CAN!" 0/ FEE: PY: EXCEED 2110 OF 1 NOTIFY BUILDWC D�--,'RTMENT AT 765-1802 8 AM T,0 I'M FOR THE FOLLOWING INSPECT' NS: -FOROBING1. 1. FOUNDATION F P11-PB : WFQUIRED k4t FOR POURED CONCRETE &WATER LINES NL'-'ED 2. ROUGH - FRAM!i1,JG P?LU!,,1,BING TE�TINIG BEFORE COVEF-iiN5 3. INSULATION 4. FINAL - CO"\IS-7 MUST BE COMPLETJ ALL CONSTRUCT1.., .1--;ALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION RFOU179ED YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACAIRD174G nEQUIRIED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF • DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION BOARD HAS BEEN APPROVED. TRU E STEPS Must provide Manuals D, J and S as per NYS Energy Code )GCUPANCY OR JSEISUNLAWFUL IVITHOUT CERTIFICP- Bloxvcr door 'POCCUPANCY and ductwork testing required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed, replaced or repaired shall conform to Chapter 172 of the Town Code �a SITE PLAN HATCH KEY: s PROPOSED BUILDING ADDITION }: i a < ® PROPOSED ACCESSORY STRUCTURE � (7u) Q PROPOSED 2ND STORY w W W J cy) EN VACANT LAND I - � EL=30.0' O IA 162.43' `- EL=31.0' 5 40°15'20" E - - - - - - - - - - �' - - - - - - - - - \ O c Z O a cB � �J' F v R7 D c� to I I � / � � f •�•� ' -�^ -� O' � 1C/�1 <i} � "`""`"",..".y � 4-1 T 7'' ,t.r =«.ate, t r.' .b i" "}r„ #fl .tie . 13 -•C + {. 4-' (V �+/ fit, m 'i �.A. •'g- a �,� tti' "l; 4`ir'i F A O E <E� • a r � o I ��a cv •.;y��.� ', ,,�"W�\,►`F��j "�- 'a.,`".). ` �-";r.� ,.. <,'/� '+►� ,u •ate, .# `° r'� l�1'y t'2 ` d u 'k• l y 'r `y.�y�.',,,^_,� Rffi,[ i Jib Z j "M1t fP ,r f i o I `� :' ►'' ," ' ,, + . , , .Z : �. W. \ ;m. r s �;; : . C-®® � .®® PROJECT LOCATION &SCOPE 'dK M"INfA SITE PLAN & ZONING DATA WN vo J.._ •T PROPERTY � ! `o GENERAL NOTES U •- �' ENERGYTABLE n� \ I ®' , a ✓3 `+R �.�` Y s'4 `6 ; \ 50' REAR YARD SETBACK ♦ - '� " : y 4i. ;: ... �,`v,. � � %;, ,,�,` .: „ ��F;,;�r' � +r �' �t q STRUCTURAL DESIGN CHARTS -IJ W o Or yam~ �,'e' :��".��, - � s a \ �`. •.;»,, '�+ �>" �;�.'�'ti;' 'i.p � 3 \ �' `�' ., HOLDOWN ANCHOR BOLT Zr,fj z 1 /'��` •� �� ' , . .�' 4 '`�` ' !� `� �`` � •'� STRAPPING & NAILING DETAILS -A PROP. 'm Y �✓ *' `.. �� . '°: l � ` ' � y,- ` U c w Via., ,>. yF ,, FASTENING SCHEDULE - WD. DECK N � ti '�,,. w Ll _`�..:.......,PA c.. `.4."' � 1. � �'4.....r .......s.`aw...,,,. � .�.s.,��:..:.r._;�.✓�� t.�i.iL✓`%:. �.+a w J 0 I I - '- F� d 1 I �m®®�,QQ FRAMING GRAPHICS Q •- m 33.0 /PROP. 0- D_ p \\ELL, / Q I LOCATION MAP BEAM CONNECTION PATTERNS Q v I �Y- O � � � I I SCALE: NTS FIREBLOCKING DETAILS I - A- 10 1 .00 PROPOSED FOUNDATION PLAN CD I 44. ' 3 O 50.0' PROP. 2-5TORY HD. j -j Q Q 10.8' FRAME DWELLING w/ ------ K Q .O® PROPOSED FIRST FLOOR PLAN j BASEMENT 8 GARAGE ()o j Q 1 (4 BEDROOMS) \\\ I I w:; - PROFOSED NEW 2 STORY ND. FRAME DNELLINCB 1N/ 5ASEMENT O m o m t- w cV F.F. EL.=31.1' m --------� j QO w C ARAO� GARAGE SLAB EL.=21.4' I p - Q�,QQ PROPOSED SECOND FLOOR PLAN I }� I �_\` i iz I v /PROP. ua I DRY- 25.6' 17.0 I z ��WELI�� 7.3' PROP. 17.4' j J 14 I (� ( 61 I GPORCHD� FRO,IE�T DATA : F- N Itu ,®Q PROPOSED EXTERIOR ELEVATIONS � - - - - - I - - - - -12 40' FRONT YARD SETBACI` uu I j w I� I PROJECT / ZONING DATA I w cK ry 0 m �� TAX MAP # 1000-102-O5-q� - - -202 ,QQ PROPOSED EXTERIOR ELEVATIONS PROP. N j `r 10 1 I ZONING D15TRICT HB / NG ASPHALT ly I j I LOT AREA O.6 ACRES 0 DRIVEWAY lu I O I �� / j I SUFFOLK COUNTY HD APPROVAL REQUIRED 4 0 o I 1 _ . I BUILDING SECTIONS --- PROP. PROP. PROP. PROP. I - --- - -- - ---- - N \ EL=26.8' STREET. STREET. R I STREET. STREET. I I HABITABLE SPACE PROPOSED z v I TREE TREE I TREE TREE ' o I o .o I I BASEMENT AREA _ - 50&.52 o I I - BUILDING SECTIONS � - - - - - I FIRST FLOOR AREA I,-rto.o S.F. DESIGN DETAILS W N 3q°38'20" W I 160.0' SECOND FLOOR AREA 173q.q S.F. TOTAL BEDROOM COUNT 4 / - u.i I GONG. WALK DESIGN DETAILS o --- - PROJECT: - - LOT COVERAGE GONG. CURB ,QQ PROPOSED STRUCTURAL PLANS NORTH FORK I DESCRIPTION (FOOTPRINT) AREA 5o LOT COVERAGE ESTATES - LOT 3 `/ R I F F I N C S T R E E T j TOTAL LOT AREA 27,07e,.0 S.F. I PROP05ED HOUSE: $ GARAGE 2,47-1 S.F. �q.2% �- Q� ,®® PROPOSED STRUCTURAL PLANS I L I PPIOP05ED COVERED PORCH 114 S.F. 0.49b G R 1 F FI N G STREET PROP. WATER MAIN ® STREET --------------------------------------------- -------------------------------------------- - - -- l C TCHOGUE, NY 11935 PROPOSED WOOD DECK 207 S.F. I� 0.8`Yo TOTAL AREA OF ALL STRUCTURES 2&00.0 S.F. 10.5% �- ®�,QQ PROPOSED STRUCTURAL PLANS DRAWING TITLE: "MAXIMUM LOT COVERAGE ALLOWED - 20.09b -- - PROJECT LOCATION & SCOPE SITE PLAN SITE PLAN & ZONING DATA SCALE: 1" = I5'-0° __ __ O�.O® PROPOSED STRUCTURAL PLANS REQUIRED SETBAGKS - MAIN BUILDING REQUIRED PROPOSED GOMPLIE5 PAGE: DWV/WATER SUPPLY RISER FRONT YARD 40.0' 46.2' YES GAS RISERG-001m00 SIDE YARD 15.0' 44.0' YES BOTH SIDE YARDS 1 35.0' N q4.0' YES DATE: 07/13/22 1 OF 17 REAR YARD J 50.0' bq.5' YES ��Qj SITE LAYOUT NOTES: 1. TH15 15 AN ARCHITECT'S 51TE PLAN b 15 /� " v �c, 01 "•yr SUBJECT TO VERIFICATION BY A LICENSED /�'� � � C> SURVEYOR. THE INFORMATION REPRESENTED ON THI5 SITE PLAN IS TO THEr - •!,P, �0 ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED MARCH 3, 2022 �� `� �O(�2 AND PREPARED BY: I ,} ll �� 0 i,41,, 5ECCAFI60 LAND SURVEYING PC. JUL 8 2Q2 + �Fx►�iEar" J 500 MONTAUK HIGHWAY _- MORIGHES, NY 11155 M DUILDiNr DEFT:` (651) 515-0120 I0lNN of soU CARPENTRY WOOD FRAMING MATERIAL STANDARDS a /� }� I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 615) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE FOUNDATION,CONCRETE,VERIFY MASONRY A55REV I ATI O I VS NOTES � SFEC I I G TI ONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT IT 15 THE CONTRACTOR'S RE5PONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE -- __ TOGETHER AT ALL TIMES. IT IS ALSO THE GONTRAGTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE,MODELING,OR TESTING BY AN APPROVED 5UB-CONTRACTORS IN SUCH A MANNER To ASSURE THAT THE GONDITION5 OF BD. 1�BOARD INSUL. J INSULATION `� 5" MIN. FOUNDATION EXPOSURE. ACENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BFE BASE FLOOD ELEVATION INT. INTERIOR a 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT 2• ALL FOOTINGS TO SEAR ON FIRM,VIRGIN, UNDISTURBED 501E --- _ _ Q BLDG. BUILDING �� 0 GENERAL. PROVIDE SILL SEAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD K KIPS (1000 LBS) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT,AS 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT.,U.O.N. Lu APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). � BEAM f MANU. 5PEC.'s MANUFACTURER'S SPECIFICATIONS W cc 4. AT FLUSH FRAMING USE 16 &AGE METAL JOISTS HANGERS BY "TEGO" OR 4. FOOTINGS TO REST A MN. OF 4'-O" BELOW&RAVE,UNLESS --- - J 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLIII,I LUMBER, GLUED LAMINATED TIMBER, OTHERWISE NOTED �O. BOTTOM OF MAX. MAXIMUM M ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, - Q a--J STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. BOT. BOTTOM �MEGH. MECHANICAL -� LL0 FLOORS,ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING -- - -) a) 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH I.B. U IL BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS CO.W. BOTTOM OF WALL MIN. MINIMUM UNTIL I� TIER OF FRAMING IS IN PLACE. � Q AND AUTHORITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - = U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, �J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ia88 +� >_ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INGLUDINC END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED -1• FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. -.- _ O c z Q OF THE OWNER/BUILDER 7. ALL BEAMS, 61RDER5,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS UTILITIES ETC TO BE FILLED COL. COLUMN IrNYC Br, NEW PORK CITY BUILDING CODE 0 .- i WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE , , . - - - -- __ (6 -N� 't 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 50LID WITH CONCRETE. U . 8. MIN. HEADER TO BE (2) 2 xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE GOUT. CONTINUOUS � O.G. �N CENTER � � � N SHALL BE CLARIFIED WITH THE ARCHITFOVEN6INEER BEFORE PROCEEDING CRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR -- � q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE &-005. +- WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. DOUBLE (OGG. OCCUPANCY `� O �p REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. -- -_ -- __ Q � P.T. -- 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION 1 PBFE PRELIMINARY BASE FLOOD ELEVATION +' ON C6 .-- UNLE55 APPROVED BY THE ARGHITECT/ENCINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DAYS OF 4poo P.S.I.,U.O.AI. ___ ON PAGE 6-003. GENERALLY,5HEATHIN6 15 OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.i STRUCTURAL GLUED LAMINATED DIM. DIMENSION P. GONG. POURED CONCRETE l a X 2 0 ,7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS b GONG. SLABS L REST O MIN. RI 6 FINE GRAVEL OR SAND WITH _ - _ ROOF AND IS OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN CJ. DECK JOISTS PL. PLATE APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED - _ 8. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA EACH 11. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING - PLYWD. PLYWOOD 1 W q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD IADDITIO THIS (1) WALL TIE PER (5) 50. FT. ELEV. 11 ELEVATION P.T. PRESSURE TREATED L DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, �UIP. �EQUIPMENT 1 REG'D � REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. D MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. �EXIST. EXISTING RI rRISER _ __ 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF F APPLY (I) GOAT 2" TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. f EXTERIOR RM. ROOM �� PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF FROM FOOTING TO 2" ABOVE FINISH GRADE. ' ` 14. PROVIDE 'X' GROSS BRAGIN6 AT JOISTS,STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THI5 DOCUMEN,THE I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES ��`I FRESH AIR INTAKE f R.R. ROOF RAFTER v - 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING GORE,AND ANY ADDITIONAL REQUIREMENTS AS RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. OF 40o F AND FALLING, UNLESS APPROVED BY ARGHITEOVENOINEER. NO FAR FLOOR AREA RATIO STL. STEEL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE CONCRETE SHALL BE PLACED ON FROZEN SURFACES. m 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. C-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED CA.V. FRESH AIR VENT 5.V. SMART VENT -�J W WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE I"1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY _ _ _ 14. THE T THE COMB SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS &OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ARCHITECT/ENGINEER. FF IF FLOOR I TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE _ - -_ R'IgBISH, WASTE MATERIALS,TOOLS,ETC., GLEAN GLASS AND LEAVE WORK CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DE516N DRAWINGS, I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION ��TEMP GL. TEMPERED GLASS BROOM CLEAN. I"1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURERS CODE EVALUATION REPORT. WHERE EVER APPLICABLE. -- - U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S GOMPEt ISATION AND GENERAL Ia. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. 6YP5UM: 6YP5UM MATERIAL USED IN A 5TRUGTURAL APPLICATION SHALL IQ. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A C FLOOR JOISTS THK. THICK c LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY,SEPARATE DOUBLE JOIST THE THICKNE-55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM MIN. 10" DEEP PROJECTING 6" ON EACH 51DE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL L AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM G3'1 SPECIFICATION FOR GYPSUM LATH,OR ASTM G7Q PROVIDE TWO 04 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK _ SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD. CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE R.EINFORGIN6. f FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr Q lb. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF Iq. AT ROUC,H OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING TREAD • THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE-- YEAR AFTER AS PER PAGE 0-003. I.'T. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED COMPLETION OF PROJECT. MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF AS IN SOLID d SOUND CONDITION WITH AN EXIST.FOOTING OF MIN. 16' WIDE x 5" FR. RA FME TYP. [TYPICAL n 1 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. DEEP d 3'-O" BELOW GRADE. �/ I"i. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/Al^!PA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FRPR. I FIREPROOF IrU.O.N. � UNLESS OTHERWISE NOTED um ARGHITEGT/ENCINEETZ, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: FTC. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS,DAMAGES,L0 55E5 AND EXPENSES_ INGLUDIN6 PLUMBING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING,DIPPING,OR SOAKING UNTIL THE WOOD -.__ THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) SORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE,AND VENT (DWV) GYP. BD. GYPSUM BOARD 1 V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE SYSTEMS TO NY5 PLUMBING GORE AND NY5 DEC REGULATIONS. INJURY ATTRIBUTABLE TA DESTRUCTION IN TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS,NAILS, SGREW5, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND H D. HOLD DOWN w/ WITH ETC. FOR LOCATIONS SUCH AS. LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. _ ITSELF INGLUDIN6 THE LOSS OR USE RE5ULTIN6 THEREFROM). (13) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE CONTRACTOR, ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. AND AT BASE OF VERTICAL WASTE PIPES. _ -- EMPLOYED BY ANY OF THEM,OR ANYONE FOR NH05E ACTS ANY OF THEM MAY A. TR.U5S JOIST MGMILLIAN IAE MICROLAM HNGR HANGER ZR ZONING RESOLUTION BE LIABLE R.EOARDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A B. &EORGIA PACIFIC, 2.OE G-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER (HOR. HORIZONTAL �� PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET FOOT. Ia. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5 GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: __ -- - ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING,NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - DISH WASHER........................................2-1 OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22, I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. _ KITCHEN SINK........................................2" INSULATION I C, I ®�I /�I I I t�it 1� I�� TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN& BUILDING CODE, LAVATORY..............................................2' FENESTRATION�t S I `4 O U I"I ��1 APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL - SHOWER/TUB..........................................2" AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY - TOILET........................................................5" AUTHORIZATION OF THE ARGHITEGT/ENGINEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE - LAUNDRY .................................................2° PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. - FLOOR DRAIN..........................................3" COMPONENT COMPLIES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 NYSEGGG) NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC THROUGH ROOF. - - EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH.BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR '1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d MAX. U-VALUE = 0.32 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL0510 FIBER INSULATING BOARD. U-VALUE = 0.25 WHICH INTERFERES HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. DRAIN COOKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.30 GFM/SF YES 1.8.5. STRUCTURAL PANEL 51DIN6 STRUCTURAL PANEL 51DINO USED IN PROTECTION. PER R402.4.3 d TABLE R402.1.4 - CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. SPECIFICATIONS,UNL.E55 NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTGHE5 IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED MIN. R-VALUE = 41 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL WITH BACK FLOW PROTECTION. CEILING R-VALUE R-4q BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENT5 AS SET FORTH IN APPLICABLE CODE EVALUATION _ _ __ OF THE: HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. MIN. R-VALUE = 4q UNAUTHORIZED USE UNDER FEDERAL l_AW BY THE ARCHITECTURAL WORKS CEILING R-VALUE R-4q SPRAY FOAM INSULATIONS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL PER TABLE R402.1.2 - CLIMATE ZONE 4 GOPYRI6HT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED SHEAR.WALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR ____,_ __. _ - CONTRAGTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, TO CONGEALMENT OF PLUMBING. - EXTERIOR (2"xb") WOOD R-14 (2")SPRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 182.1 SQUARE AND YES CODES AND REFERENCE STANDARD:_ SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 11. NOTCHING AND BORIN& OF STUD5,JOISTS, RAFTERS AS PER BUILDING CODE. FRAME WALL R-VALUE R-15 BATT INSULATION (TOTAL R-27) PER TABLE R402.1.2 - CLIMATE ZONE 4 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED ------- -- _ --- - _-- - - -- L. H STATE BUILDING GORE, 2020 NEW PORK STATE RESIDENTIAL CODE, 2020 NOR ANY POTENTIAL DAMA,6E THEREOF. R-30 BATT INSULATION Z SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LAC 5CREW5 OR LA6 BOLTS SHALL COMPLY WITH ANSI/ MIN R-VALUE = Iq NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK FLOOR R-VALUE R-21 (3") SPRAY FOAM INSULATION YES w STATE ENERGY CONSERVATION CONSTRUCTION GORE. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). ® RIM JOIST PER TABLE R402.1.2 - CLIMATE ZONE 4 2 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ELECTRICAL: Ai 2 V 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 2.2.3. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES I ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM COMPLIANCE STATEMENT: WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN TO 2017 NATIONAL ELECTRIC CODE,NFPA'70 AND 2020 NEW YORK STATE TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION WOOD POSTING TO BE BLOCKED 50LID TO FOUND.WALL w/END &RAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, ENERGY CONSERVATION CONSTRUCTION GORE. (AFdPA) AMERIGAN WOOD COUNCIL (AHO). TREATED WOOD d FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. Ir WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFAGTURER'5 CODE EVALUATION REPORTS. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2.COMPLECONTRTION OR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON PLUMBING GODS. EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEWFOUND. WALL5). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND COMPLETION OF WORK. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED,MINIMUM A5TM A653, STRUCTURAL QUALITY, 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'72: ~ 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL - GENERALLY,VERIFY OR PROVIDE HARD WIRED -= 0 MECHANICAL CODE AND 2020 NEW YORK STATE FUEL &AS CODE. HOWEVER,WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S SMOKE DETECTORS w/BATTERY BACK-UP IN: T, 5LE R501.1 IN A SHEARI^IALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. A. EACH 5LEEPIN& ROOM ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CODE,NFPA-to AND 2020 NEW YORK STATE ENERGY CONSERVATION U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD CON5TRUGTION CODE. w/6" RI5E d w/(2) s/4",P BOLTS THROUGH CENTER LINE OF VERTICAL LE65 B. OUTSIDE OF EACH SEPARATE 5LEEPING _ GROUND 5NOW LOAD 25 L.B5 SET b" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 0-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. AREA IN THE IMMEDIATE VICINITY OF ALLOWABLE NORTH FORK E SHIN FIN ASPHALT ROO G GLS DEFLECTION 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE BEDROOMS (GENERALLY THE HALLWAY) STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH GENERAL WIND PROTECTION CONNECTION NOTES: SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE ESTATES - LOT 3 ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE G. EVERY LEVEL OF DWELLING - CONSTRUCTION;55TV 10-gq AND 2015 550 HIGH WIND EDITION WOOD FRAME 5HIN&LE5 OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. (BA5MENT, FIRST FLOOR, d SECOND FLOOR, ETC) RAFTERS HAYING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B CONSTRUCTION L/I80 2. 5HINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT,UNLE55 OTHERWISE W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS,FOUNDATION WALLS, 2.2."1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/A5ME B I8.6.1 NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE MECHANICAL. FUEL OAS: FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL WOODSGREWS (INCH SERIES). INTERIOR WALLS d PARTITIONS H/I80 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. GLASS WINDOWS AND DOORS I. MECHANICAL AND FUEL 6A5 5Y5TEM5 SHALL COMPLY w/ THE WEATHERING SEVERE GRIFFING STREET INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2506 OF IBC SHALL NYS MECHANICAL CODE AND FUEL 6A5 CODE BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL CLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. FLOORS d PLASTERED GEILIN65 L/360 FROST LINE DEPTH 3'-O" CUTCHOGUE, NY 11935 CONSTRUCTION. 2. GLAS5 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 3. METAL PLATES, GONNEGTORS, SCREWS, BOLTS AND NAILS EXPOSED ALL OTHER STRUCTURAL MEMBERS L/240 DIRECTLY TO THE WEATHER OR EUBJEGT TO SALT CORROSION IN COASTAL 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S CLEARANCES ARE PROVIDED. TERMITE MODERATE TO HEAVY AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SPECIFICATIONS. DRAWING TITLE: 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS,AND ANY 6LA55 UNIT INSTALLED EXTERIOR WALLS 1'J/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 5. NAILING OF ROOFING SHALL BE TO CODE. WITHIN IS" OF FIN15HED FLOOR SHALL BE OF INSULATED TEMPERED GLAS5, GENERAL NOTES 5HEATHIN6 AND 51DIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE UNLESS OTHERWISE NOTED. EXTERIOR WALL5 - WIND LOADS W/BRITTLE FINISHES L/240 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS b. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE 4. ALL &LASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. PERMITTED MANUFACTURER'S SPECIFICATIONS. EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FIN15HE5 L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPO51N6 '7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 5 ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 2:12 PITCHES TO 4:12 PITCHES ENERGY CONSERVATION CONSTRUCTION CODE. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 6. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 6. PROVIDE FLA5HING PANS UNDER ALL SLIDING GLAS5 DOORS,WINDOWS, OR THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6381. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. STRUCTURAL DESIGN LOADS PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. INSULATION I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL -- OO2m 'f. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 S AND EVERY FIBERGLASS BAIT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. USEDEAD LOAD Ib" WITHIN 4' OF EXTERIOR CORNERS. FOIL TO BE PLACED TOWARD WARM SIDE. �FLIVE LOAD G- OO 8. ALL 6LA55 IS TO BE FREE OF 50RATGHES AND IMPERFECTIONS. 6LA55 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 2. PROVIDE 2" R-10 R161D FOAM INSULATION FOR EXTERIOR FOUNDATION SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO 5UB5TITUTE WITH DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR FOUNDATION WATERPROOFING. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE DATE: 07/13/22 2 OF 17 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 'T" IN CONGR.ETE/MA50NRY CONTRACTOR TO VERIFY THAT THE CHARACTERIST105 OF THE WINDOW MATCH FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE PASSANOER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING WON CENTER. - q" R-50 FOR FLAT GEILIN65 CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DE516N PRESSURE, GYPSUM WALL BOARD - 5.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf I. &YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION REQUIREMENTS. COMPOUND METHOD. - 5.25" R-21 FOR 2"xb' WALL CONSTRUCTION _ - 1., - 5.25" R-21 FOR FLOORS 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ATTIG5 WITH STORAGE (MAX CLEAR H6T > 42") 20 psf 15 psf �' 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND GEILIN&,UNLESS TEMPERED CLASS. 1�(G�,�D APC OTHERWISE NOTED. WATER RE515TA14T (W.R) AT BATHROOMS AND WHERE SITE WORK II. EXTERIOR &LA.ZINC SHALL BE PROTECTED FROM HINDBORNE DEBRIS. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf N_ + M. p(� �� DEEMED APPLICABLE. I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR CJ p��`s�'" ' ,a O GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE (i Z. t� M1551L.E TEST OF A5TM Elqqb AND A5TM EI886 AS MODIFIED BY 2020 NY5 BG SLEEPING ROOMS 30 psf 15 psf Q' R, {r 3. 5/a%ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS 2. VERIFY ALL GIVEN DATA ON DRAWIN&5. IF THERE IS A DISCREPANCY, SECTION 301.2.12.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET `�-6'". O (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR STAIRS 40 psf 15 psf IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING P p �, AN51/DASMA 115. EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. _ "_,;� CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING GUARDRAILS AND HANDRAILS 200 psf 15 psf N _Z<_ - � . 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH p p SITE. STOCKPILE ALL EXCAVATED MATERIALS. A THICKNESS OF NOT LESS THAN AND A SPAN OF NOT MORE THAN 8' SHALL �'9j� �374� 'yn 4. FINISH JOINTS,J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE �� TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS,TREE BE PERMITTED AS 6LAZIN& PROTECTION. PANELS SHALL BE PRECUT AND 12 psf FOR ATTIC - OF {r1� TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR OATH. S FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. PREVRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 11 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND PER THE ANCHORA&E METHOD SELECTED IN ACCORDANCE WITH TABLE ALL OPENINGS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. R301.2.12. ATTACHMENT HARDWARE SHALL BE PERMANENT -- CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL STRUCTURAL DE510N CONSIDERATIONS ARE IN CONFORMANCE WITH 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. ON THE BUILDING. A50E '1-I6 (MINIMUM DEVON LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDOWN DETAILS T` F I GAL NA I Ls I NO/STRAFE 1 NO REOU I REMENTS FOR ¢ SCHEDULE A - ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U�Ls I FT, SHEAR, ' LATERAL_ WIND RES I STANCE NOTE: THIS SCHEDULE DOES NOT E INCLUDE W E NAILING FOR METAL FRAMING STRAPS a SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, Q ALL STRAPPING TO BE IY4"x 20 GAUGE N"-- "SIMPSO EQUIVALENT - G AND ROUGH OPENING FRAMING REQUIREMENTS) 0 520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE w *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE A5 PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) J M HOEDOWN ' HOEDOWN 'B' CONNECTION A FASTENER SPEC. FASTENER _ N /�' /� DESCRIPTION AND QUANTITY SPACING Q � FOR NEW d EXIST. N A I Ls I N O O R I D w c FOUNDATIONS \� ROOF GE I L I NO FRAM I NO c O I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd .--- COMMON NAIL W/o PREBORED HOLES. - -- 0 ENDWALL NDWALL 2' RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER O C- Z O (3) 2x FULL (5) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2.WOOD 15 ASSUMED TO BE OF,#2 d BTR. IN DRY USE — € HEIGHT STUD HEIGHT STUD ONNECTED TO F•R• 2" iv SERVICE a- �� .Y CORNER STUD TRANSFER SHEAR CONNECTION: CEILING J015T TO TOP PLATE (TOE-NAIL) SEE PACE 6-003 PER J015T >1 U ONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL N TRANSFER SHEAR "SIMPSON" HD05 * �� • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-005 EACH LAP U O € HOEDOWN ANCHOR® 2-I6d COMMON FOR STRAP - 3 8 d COMMON , . • ,�+ HOLES,SET NEW MEMBER. 2-I6d COMMON LOCATIONS NOTED NAILS ® b" O.G. b NAILS a EA. END OF STRAP. ' . ' ' • -J O � 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) Q-I6d COMMON EACH LAP � N C6 NAILS ® 6" O.G. d ON PLANS loll O.G. IF BLOCKED � • CC O" O.G. IF BLOCKED CORNER P05T FOR ROOF 5LOPE5 UNDER 5:12 WITH GJ G.TIE S" • • 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q G 6 CORNER P05T ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-003 PER TIE USE 4 8 d COMMON NAILS 0 GRAPHIC BELOW) "51MP50N" Hva5 = EA. END OF STRAP FOR ROOF n G 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY BLOCKIN TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END HOLDOWN ANCHOR 0 ' / SECTION 12.4-PLACEMENT OF NAILS E SPIKES d TABLE LOCATIONS NOTED e ° SLOPES OF 5:12 AND GREATER. OR 4-1. n 1 ON PLANS ° RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END VJ CONNECTION BI 132 AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NC HOEDOWN INSTALLATION OPTIONS: • FOR NEW P. GONG. FOUND.'s o 0 FOR STRAP 8 d COMMON NAILS B CONNECTION: i� 2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT ° - 3 HOLDOWN CAST IN PLACE w/7/a"V THREADED ROD • EA. END OF STRAP: • • U FOR EXIST P GONG. OR NEWLY CURBED FOUND.'s s� WHEN IN TOWN OF I5LIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE � GEOMETRY EXCEEDS THAT PERMITTED IN co c RETREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO . . • • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. CONCRETE w/ "51MPSON" SET(HIGH STRENGTH EPDXY -1 �I MAX. NAILING GRID ABOVE UTILIZE m ADHESIVE), 4 FOR TEMR's O"F-40"F USE "51MPSON" AT € SIMPSON # H2A (OR EQUAL) RAFTER TIE � W (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGE5 • • FOR TOENAILIN6 - 5 8 d COMMON NAILS FOR EXIST./NEW G.M.U. (GONG. BLOCKS ' TOP or EOTTOM PLATE TO STUD (END FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN -NAIL) 2-Ibd COMMON PER STUD CONNECTION q usE SAME FOR G.J. TO R.R. - 16 d COMMON NAILS w/7/5"0 THREADED ROD REOUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, SAND JOIST, U ' RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOGKIN& (FACE-NAIL) 2-I6d COMMON 1� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW _ HOLDOWN 'G' HOLDOWN 'D' _2 _I6_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING ._ FOR. NEWEXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION GI C2 J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST r11 FOUNDATION o ONE STORY ONLY . VJ (5) 2x FUIL] NDKALL BRID&IN6 TO J015T (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT STUD CORNER STUD NNEGTED TO TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END "SIMPSON" HDQS (5) 2x FULL • G2 — TO STUD CONNECTION: BLOCKING TO SILL or HOLDOWN ANCHOR 0 2-I6d COMMON HEIGHT STUD __ 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. d , TOP PLATE (TOE-NAIL) ON PLANS loll O.G. IF BLOCKED CORNER P05T G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) -3-I6d COMMON EACH JOIST NAILS a EA. END OF STRAP ° I J015T ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST ° I I FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d CC N MC N - ° BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST 3-I6d R J COMMON PER. NAILS ® " 0.6. (END-NAIL) BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT • ROOF SHEATH I NO e d STRUCTURAL PANELS: - - — ° INTERIOR ZONE ad COMMON b" EDCE / 12"' FIELD d° "SIMPSON" S 14RJ CONNECTION DI D2 SOLID PERIMETER EDCE ZONE s ad COMMON 6" EDGE /6"' FIELD BLOCKING HOLDOWN INSTALLATION OPTIONS: O EA.BAY &ABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO 9" RAKE OVERHANG FOR NEW P. GONG. ND's HOEDOWN CASTT IN PLACE w/7/8"P THREADED ROD � AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. CONC. OR NEWLY CURBED FOUND.'s PLATES) CONNECTION: U2 wa"lp THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO CONCRETE w/ "5IMPSON" SET (HIGH STRENGTH EPDXY D I/2 MIN. GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ADHESIVE), $ FOR T'EMP.'s O"F-40"F USE "SIMPSON" AT CO"RNNER FOR STRAP - 3 8 d COMMON NAILS a EA. € I (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR I END OF STRAP (WR:AP STRAP UNDER SILL PL.) SPECIFIED O D I ° I WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN ° _ w/7 �/8" THREADED ROD FOR EA. PLATE TO STUD ABOVE � OR BELOW - _2 _I6_ d COMMON NAILS M STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ° ALTERNATE GONFIOURATION - ABOVE STUD TO FLOOR CONNECTION w/ # LPT4 51MP50N (OR _ GYPSUM WALLBOARD 5d COOLERS 7" EDGE / IQ" FIELD I NO STRAFF1 NO @ WI NDON/DOOR HEADER STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES OF NAILS oO END z N L_ / EA.JOIST-(FoR FLOOR SHEATHING (SUBFLOOR) � ALTERNATE USE NOTATION: 5IMF50N H25A) 0 A - NUMBER OF ad NAILS® EA.END OF STRAPPING (201a WFGM,TABLE 3.7,P. lag) CONNECTION E STRUCTURAL PANELS: B - NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255,P. 2ql) I" LE 0 COMMON " EDGE / IV FIELD �`� G - NUMBER OF FULL HEIGHT KING STUDS® EA. 51DE OF HEADER(201a WFGM,TABLE 5.250,P. 292; • GREE ATERR THAN I": 1Od COMMON b 6" EDGE / I�" FIELD ALTERNATE AS PER TABLE 3.23D,P. 2q3) — • D -NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER 0 EA. SIDE ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. W _D (201a WFGM,TABLE 3.7,P. 1") AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q A E - NUMBER OF JACK STUDS® EA.END OF HEADER(2015 PT-CM,TABLE 3.22F,P.2b5) cl PLATE(S) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIIGHER F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) 0 EA. SIDE ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.5,P. 191) ° ° ° °° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. ° - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER Or- 4 PROJECT: B e ° NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. FOR STRAP - 3 S d COMMON NAILS ® EA. a - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' OM EACH ° ° END OF STRAP (WRAP STRAP UNDER SILL PLJ SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FA5TEN1 NO SCHEDULE B °° NORTH FORK F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS g FOR EA. PLATE TO STUD ABOVE d OR BELOW - USED. ESTATES - LOT 3 (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITI d_2_ _I('J COMMON NAILS A NOTATION ROUGH 0 N ING STREET 2'-0" 2 1 I 1 I I CUTCHOGUE, NY 11935 4'-0" 4 1 2 2 2 2 5FL 1 G 1 NCO OF TOF FLATS GABLE ENDWALL " - PROVIDE (2) 2"x1O" HDR (MIN) U.O.N. 6-0" 5 1 3 3 3 3 BRACING/STRAPPING DRAWING TITLE: (B) - REQUIRES 51" PLATES OF 2"xb" (MIN.) - TOP PLATE BLOCKING 2 FOR RAKES 12•OR DOWN, ANCHOR BOLT, LE55 PROVIDE 7 2 3 4 4 4 i�TM --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK a o.c. ToHEIVE RAi o'H: STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B8G - FOR WIND - EXPOSURES BsC - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE'='` BUILDING MINIMUM 5PLIGE'",4 DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) _ TYP.STRAP w/(5) PAGE: ad NAILS EA.END 12'-0" 2'-O"/2'-6" 12'-O" 3'-p" OF EA.STRAP 4'_0 ATTIC G-003000 ANGHOR BOLT SFEGIFIGATIONS 6" 12" SPEGIFIGATION (201a WFGM TABLES 5.2A d 5.25, P. 15-7-160) BLOCKING 2 BAYS CORNER 24'-O" 4'-O"/5'-O" 24'-O" b'-O" BACK 0 4'-0' O.G. DATE: 07/13/22 3 OF 17 CONDITION 3a" FOR ALL STRUCTURES: .. P ANCHOR BOLTS 0 39" O.G. 2a'-O" 5'-O"/b'-3" 52'-0" SECOND FLOOR (V - - 36'-0° �RED A��, NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE � ' CONNECTION U511146 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE �OJ Ivi. ., :: : :� : : : I, LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O a'-O /10-O 40-0' I I-O C� I. MIN. "ill EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.C. ENDCONDITION 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE BSPL€GE LENGTHS ASSUME A BUILDING LOCATED 50-O 50-O„ 151-O TYP.STRAP w/(5) - TOP TWO COURSES SOLID 8d NAILS EA.END 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-0 /15-O b0-O I b-O OF EA.STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI6H1'5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; �� FIRST FLOOR �" 4 PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARW W ALL5 FOR ALTERNATIVE ALL HE16HT5 MULTIPLY THE ABOVE 70-O 14-0 70'-O" la-0 - -� 03744`' d 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 8 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): a0'-O" I6'-O" �50i_v 22'-O" W T N�� NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR -1 7� OF FROM ENDS AND CORNERS (TWO a CORNERS) a'WALL- 1.125 (SEE DIAGRAM TO LEFT) il' WALL- 15 SLOCKIN6 2 5AY5 I'WALL-13I5 TH15 COLUMN W MULTIPLIER 12'WALL- IS FOR 10'-0"WALL BACK® 4'-0' O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS _ CONTINUOUS BUILT-UF OIRDERS, 3 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REa'D FOR FRAMER TO HAVE A F I REBL.00K I NC FOR FL.ATORM NOOD FRAM I NC WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REauIREMENTs: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) a AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) -- _ * I/BET N 1A/b WHEN GIRDERS MADE UP OF JOISTS NAILED �N ]N DESCRIPTION TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER Q BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARING WALL OFFSET FROM SUPPORT (2)Rows 10d NAILS• 12•o.c. _ THE SPAN LENGTH FROM AN INTERMEDIATE W STUD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPI2. FOR PLATFORM NGGONSTRUGTION: THE DOUBLE JOIST J m TUDS B l5)Rows IOd NAILS• 12•o.c. p. THAN ONE THIRD TffE TOTAL NUMBER, ARE TO BE SU13FLOOR Q +-i C (2)Rows 1/2" (p BOLTS o 12"O.G.5TA66ERED; TWO_PIEGE JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE CV %%FLOOR DBL.o ENDS PLATE SERVE AS FIRESTOPPING. SOLE PLATE BUILT UP 61RMIR 1" MAX.52" NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE — -� r- O D (2)ROWS I/2'm BOLTS O Ib'O.G. � 0 SOLE PLATE -__ - TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPING. SIDE WITH IOd NAILS, TWO NEAR EACH END OF r- (fl E (2)ROWS I/2'm BOLTS o 24"O.G. i � } � �- -� BETWEEN 1/6 EACH PIECE, OTHERS 5TA00ERED WITH A DISTANCE 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING (2)Rows 3-s/a"TWJrSLOGK SCREWS• 12.O.G. # 1/4 OF A OF Ib INCHES BETI^',EEN NAILS IN A HORIZONTAL 0 � Z O F SGREt^JFD ON lU SIDE of MEMBER OR OF NONCOM-BUSTIBLE FILL. d. - _ __ _ LINE; OR GIRDERS ARE TO BE NAILED FROM EACH •CB 4 6 (2)ROWS 5-5/5'TRUSSLOGK SCREw5• 16,O.C. 51DE w/ IOd NAILS,TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE >12: 0 N SCREWED ON(I)SIDE OF MEMBER " AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN 1 JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 f(2)ROWS 5-5/a"TRUSSLOGK SCREWS a 24"0.0. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE As FIRESTOPPIN6. 0 O t (D JOIST H 5GREWED ON(1)510E OF MEMBER - -r_ O +-' � MAXIMUM OFFSET (2)Rows s•TwJssLocK SCREWS• 12•O.C. T��-PIECE '�. FOR PLATFORM FRAME GON5TRUGTION: THE SOLE AND � CV L0 JOIST DEPTH,d J BUILT UP 61RDER MAX.52• THREE-PIECE GIRD=R5 ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O O SCREwm ox BOTCH SIDE of MEMBER NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. 4 SERVE AS FIRE5TOPPIN6. MATCHED SIZE OF BLOCKING (2)ROw5 5"TRusSLOCK 5cREw5• 16.O.G. FIRESTOPPING AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE UNDER NON-LOAD BEARIN 56REwED ON BOTH SIDE OF MEMBER / 3 BLOCKING - - - OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS a 52" O.G. STUD (2)ROWS 5"TRU55LOGK SCREWS•24'O.G. BETWEEN 1/6 L SCREWED ON BOTH SIDE OF MEMBER * 1/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE - -_- - - 9. TWO-fNCH WOOD BLOCKING OR THE EQUIVALENT SHALL p - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO FOUR-PIECE CIDERS ARE TO BE A55EMLED AS STRINGER TO SERVE AS FIRE5TOPPIN0. CANTILEVERED FLOOR I.BEEAA� 4 HEAVERS N NOTED w��CONNECTION PATTERN 5HOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED GABLE ENDWALL FOR THE THREE-PIECE GIRDER. IO. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR * CONNECTION PATTERN V WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN 501;ZEININ6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING. 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO % - I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, N.41LED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 4-J LATERAL BRACE a b'O.G. TRUSS % THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING ' ` BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE v BAND 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED JOIST , G AWAY BY AIR CURRENTS MOVIN6 UPWARD AND OUT THROUGH NORMAL n , NA I I NO i�ATTRNS FOR I D LOADED BEAMS (I • LUSH# BEAMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON W NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES,WILL SERVE 4 10)ad -LOCATIONS REQUIRUN6 FIRESTOPPING- AS FIRESTOPPING. -T-J NAILS • FIRE FIRE- WOOD FIRE5TOPPING FIRESTOPPING FASTENING RECOMMENDATIONS FOR STOPPING STOPPING FIRE- FIRE- SIDE-LOADED, STOPPING STOPPING SOLE MULTIPLE-PIECE MEMBERS JOIST *5d COOLER NAILS a 10"O.G. NAILED' BOLTED' I v c FIRESTOPPIN6 WEN 2"x4"BLOCK NAILED TO EA.BRACE VERTICAL 2 Rol-a Ibd 8 ROWS Ibd 2 Rorr;15• 2 ROWBJ4' 2 ROW514' - LOCKING BOLT3 a 24' BOLTS BOLTS w/(4) IOd NAILS �MMON 20 C�A.STRAP O.G.STA66� O 12'O.G. � O b'O.G. 1 COVERING IS APPLIED _ STUD TWO ROWS 12"O.G. THR�Rows 12"O.G. TO UNDERSIDE OF ■!n GYPSUM BOARD LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 JOIv , DOUBLE PLATE *5d COOLER NAILS® 10"O.G. (10)ad NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° n, Ask NOTE: ENDwALL 5 AS NOTED IN NOTES 'I $ 45 ° ° ° W JOIST SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR USE OF DRYWALL 5GREWS ° ° ° ° SOLE5 FOPnPING LOG�'N VER STUDS,UNLESS TOP PLATE 15 4"a EDGE/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES WOOD FIRE5TOPPIN5 of GIRDER Q DE516NED TO CARRY THE LOAD SCREWS*(0- 14"TYPE W OR 5 FIRESTOPPIN6 2.BOLT H MA_'HOLES ARE TO BE THE SAME DIATER A5 THE BOLT AND SHOULD BE LOCATED 2' Two Rows 24'O.G.STAGGERED TWe Rows b•O.C. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE HALL iII II, INTERIOR STUD DETAILOVERLAID \ / THICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND FAIT• O O O O O O O O O O O Y ERLA I D ROOF S.5TA66ER EACH IRON OF FASTENERS BY 12". O O O O O O O O O IjI,I,, 2'SPACE NOT \ ATTACHMENT VALLEY 4.FOR A THREE-PIECE MEMBER THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED © NONCOMBUSTIBLE FIRESTOPPING S.FOI1R PIECE MEMBERS SHOULD ONLY BE US®WHEN LOADS ARE APPLIED TO FIRESTOPPING APPROX I INCH THICK BOTH SIDE OF THE MEMBER .`�, N i 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b•O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION -I � STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: \ \ STRAPPING N/ -T.2 ROWS OF Ibd COMMON NAILS 02'O.Gj FOR DEPTHS 12'OR LESS ad NAILS 4 FIRESTOPPIN6 _ LOCATION 8 LOCATION 4 a EA.END® R.R. b.5 ROWS of wd GommoN NAILS 02'OZ)FOR DEPTHS OF 141,161* 181. LOCATION 10 FULL WIDTH 2" BLOGKI z O t= 0 CONSTRUOTI ON DETAILS WIND LOAD FATH GONNEGTI ON, DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING I1,15TL. NOT TO SCALE INTERSECTION DETAIL NEw R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 loci ,CONTINUOUS LOWER TOE NAIL NOTED CONT.BLOGKIN6 TOP ATE SPIKED TO R.R.'s ALIGN NEW * EX. R.R.AS 5HOWN KI O STUDS PLAN VIEW ROOF,SIMILARED' WOOD JOIST O WOOD JO I S R.R.R.R IN L CRI PPLE STUD _ BLOCK I NO JOIST HANGER HEADER N GENERAL REQUIREMENTS FOR GENERAL REOU I REMENTS FOR - - W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER O a OI RDER JACK STUDS WOOD JO I ST -D MAIN MEMBER WOOD w JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: LAM.x 5 APPROX. 30° w/THE MAIN MEMBER * STARTED APPROX. Y5 THE OF I. NAILS SHALL BE DRIVEN PERPENDICULAR TO A5 SHOWN LENOTABOVE E NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENT OVER NORTH FORK A MIN. OF (5) NAIL DIAM.'s AT A 90" ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THI5 APPLICATION,SHALL BE AT LEAST ESTATES - LOT 3 SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING J015T WALL STUD - WALL STUD -0 WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT C� IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR GRIPPING STREET DOUBLE JOIST DOUBLE JOIST TOP PLATE CUTCHOGUE, NY 11935 GH I M. CHASE SECUR I NO © STD. SIDE WALL DRAWING TITLE: WALL STUD 0 FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'G TO R/L 51DES w/STRAPPING TO RA_ SIDES) O PAGE: N NlND RESISTANT CONSTRUCTION CONNECTORS TOP PLATE ® O�� GHIM. CHASE WALL a Q CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO 0 3 Q RIDOE-TO-RAFTERS 0520 9 21" APPLY TO EACH PAIR OF RAFTERS u W ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER Q z Q DATE: 07/13/22 4 OF 17 • ROOF o o 0- RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER �z REQ'D BLOCKING p O TO ALIGN w/STRAPPING w w a APPLY TO EACH WALL STUD �� M ® EA. LEVEL ABOVE �N � PLATE-TO-WALL STUD G520 � 18" II \y D A O^ ;. THE FIRST FL. ® z Q K 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 36 APPLY TO EACH WALL STUD ® HEADER-TO-JACK STUD C520 @ 1211 Q� FLoofvcL6. � APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 F APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END N'y�. , 0374� IST. FLOOR-UNDER-SILL PLATE C 5 2 0 WRAP UNDER DOUBLE SILL PLATE OF NEB SIDE VIEW PLAN VIEW (USE WITH 5" SQUARE WASHERS)" USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0E ` ERAL 5 I �-150L E""r : _ O _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT m WOOD FRAME (L.G. STL. u Q WHEN APPLICABLE) 32'-IlY2" 6'-I" EXISTING TO REMAIN NEW FOUNDATION WALL 10'-qY2° Is'-aye" 17'-3" ILu u �---{ NEW WOOD FRAME (L.G. 5" b'-2y2" 8'-2y2" 5" J ca I-� STL. WHEN APPLICABLE) 1 I 1b 13 8' o" (y) - T _ - u� QMIN. (2) 2"x4" STRUCTURAL I-HR FIRE RATED F -1 'E (V WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS - WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Q, I CT I D. `n O O O POST FOR b" ALLS), U.O.N. L J - J J - ' . O W NEW 2-HR FIRE RATED I la WOOD FRAME (L.G. STL. la W a_HEN APPLICABLE) I ib la I =ry cu -se � Z O ' U IS I Ib IS I c � N FOUNDATION PLAN NOTES O O 1a la la I ry c o � u� TYPICAL P. GONG. FOOTING I WALL CONSTRUCTION: p I I fl. - O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD PROVIDE 4" L - J L - J L -I-1 Q O d SILL SEAL GONG. SLAB • ANCHOR BOLTS AS PER PAGE 6-003 FOR A/G • P. GONG. FOUND. WALL AS PER DETAIL UPON CONDENSER • P. GONG. FOOTING AS PER DETAIL R" • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR D N in • B.O. FOOTING 5'-0" BELOW GRADE MIN. IL • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN 14 APPLICABLE) 2 2 I • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS/ STOOPS (WHEN APPLICABLE) - • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 8-O' U _ I I, DRAIN W.H. HOEDOWN: SLOPE H•W =ry W O2 HOEDOWN 'D' AS PER PAGE 6-003 , . - . I I� m j� • IRST.FL � W TYP. STL. COL.: I u�i (A MEGH. FURN • O SEE NOTED DETAIL AS PER PLAN ROOM VENT _ ab SQ.F.T SEG.FL. 4 FURN O24"x24"xl2" DEEP P. CONC. PAD FOOTING •• I 3 4 3 4 ry I I7'-5" 4'-O" V AS PER NOTED DETAIL (T'YPJ ,�3'_6• '' IO '1'_q�2° b'-oy2° '1'-" :2' D O5 24"A2" DEEP P. CONC. CONTINUOUS FOOTING 12 I I I I I $ " O 21 AS PER NOTED DETAIL (TYP) L L L -1 a I O p NEW 4" THK. P. GONG. SLAB w/6"x&"-10/10 W.W.M. �' -'V 1 22 b II I I `° r: O OO REINFORCEMENT AS PER DETAIL n 001 0 -r 5 GLIDING BASEMENT W W INDO EGRE55WINDOW WELL D� 11 a O FIRE RATED DOOR: =ry I 3 4 3 4 3 4 3 X6& 0.715 HR. SELF-CLOSING STEEL DR. 4/2" 0/2"- PLANS b'-Oy2" 8'-Oy2" -� I 3'-Oy2" 5'-Oy2" 2 5 I 2 DOOR NOTE: O 10 L IO _ _ _ ___ - - I = q I. INSTALL NEW INTERIOR.DOORS WHEN GALLED OUT ON 0 O PLANS BY 'JELD-WEN' (OR EQUAL). ry I I I I I - - - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON m v I ° I L J L J L - J PLANS BY 'THER.MATRU' (OR EQUAL). 3.DOOR TYPE TO SELECT p� d ry I = a 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5. INSTALL AS PER MANU SPEC.'S 6.PROVIDE (2) 2"xa" HD'R.,U.O.N. -1. SEE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS(TYP. FOR ALL) U.O.N. I I 6 to BEAM POCKET (TYP) I - - - - - - - - - - - - - - - - - - - - r I - - BASEMENT UNFINISHED UNHEATE1,865 SO.P 11 TYPICAL MECHANICAL. ROOM NOTES: ( I I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY m "DUROCK" (OR EQUAL) I I I m 4 I OAS ME TER I in 2. FOR WD. FR.CLO. AND/OR WALL5 - PROVI DE (1) LAYER OF 5/a" TYPE "X" GYP. BD. UL U30'.? (OMIT ON GONG. WALLS) •. i I I 3 I 7 3. WHEN NEW, INSTALL FURNAGE/BOILER.AS PE'R MANU. SPEG.'s AND AS PER NY5 MECH. AND FUEL 6A5 CODE :2 IT 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NYS MECH. AND FUEL 5A5 CODE . I I :eN I 3 4 3 4 I I m 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE ( I 6 I ' ' 10 = 3 4 I 5 FRESH AIR INTAKE FROM EXTERIOR 6. MAINTAIN OR EMERGENCY SHUT OIDE FF SWITGHGE/BOILER ELECTRICAL I • I L - - 1 I O L 10 I Z '1'. FOR 6A5 SERVICE,PROVIDE OAS SHUT OFF SWITCH I 2 GAR GARAGE a. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER I I i L I L _ J I I = GLEARANCE5 AS PER, CODE ( SLAB ON GRADE ) I i I L _ I o a. PROVIDE 3" FLOOR DRAIN d CONNECT TO EXISTING iv ° m I I I I I I L ELEC. PANEL d SANITARY 5Y5TEM AS PER NY5 PLUMBIN6 CODE N I r I ( m I I I I I I METER FREEZE PROOF HOSE BIB: s I a'xa' v I ( �- J - 12 FASTENED w/MASONRY ANCHORS (PRECISE I I OVERHEAD ry - _ 3 LOCATION T.B.D. IN FIELD - CONSULT w/OWN>rR) I DOOR ? N FOR WOOD STAIRS 0 GRADE: I - - - - - - - -� - /� I ° I 20 I I I I6) I ® "f.5" UP 13 4" THK. P. GONG. PAD 5" WIDE x R.EQ'D LENGTH UPON (1 5) r 1:2 m 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® m I I ' MAX. 16" O.G.,U.O.N. (MIN. 3 STRINGERS) TYPICAL LEDGER BOARD a EXT. DECK: A�°I I PROJECT: 14 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS I \ I I \ I I 2. SECU ' NORTH FORK RED w/(2) s/a" (V x 5" LONG H.D. GAL. LAO BOLTS I I I 4'-Oy2" 3. NQSTALLL ESTATES LOT 3 H.D. 6ALV. J015T HANGERS BY 'SIMPSON' (OR I I i \ \ I $N 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4I r I I 10 10 BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL _ FLOOR DRAIN: g- I GRIFFING STREET 15 NEW 3" GUARDED FLOOD: DRAIN w/3" TRAP - - L - - - - - - - - - - - - - - - - - - � L- --j CUTCHOGUE, NY 11935 NAVIEN WATER HEATER MODEL NPE-SERIES 2 2 I6 (OR EQUAL) 2 12 - - - - - - � � - - - - - - - - - - - - - - DRAWING TITLE: 7T -3y2" - -ry Ib 1 5 PROPOSED FOUNDATION PLAN ORHEEM 115p00 BTU 6A5 FURNACE 2 � m I'7'-O" , IT MODEL#Wa5T01151524M5A (OR EQUAL) m I la m I la I m Ib FOUND 8 POSTS FOR WD. DECK: m v L ND. P.T. P05T d P. CONC:. PIER UPON FOOTING AS PER d DECK DETAIL (TYP) 13 O j[!l') WOOD DECK FOUNDATION (24"x24"xIV FTG): 1'!'-O• d Q PAGE: la 4 x4 P.T. POST UPON 12'41 P. GONG. PIER UPON 24"x24 xI2 DEEP P. GONG. PAD FOOTING AS PER DETAIL_ a/A-402. A-101m00 STAIR 4 RAILING NOTE: 5 5" I. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4." RI 6-Oy2" I '-6" I6'-2" d MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL $ SPINDLE SPAGINO 25'-? 41'-Sy2•NOT TO ALLOW PA55A6E OF A 4" 0 SPHERE; " 36" HIGFf HANDRAIL d SPINDLE SPACING NOT DATE: 07/13/22 5 OF 17 TO ALLOW PASSAGE OF A 4" -P SPHERE p 3. 6RIPPABLE RAIL AS PER GORE [A m CLOSED P. GONG. STAIR: ?' D Arc c � 4J1. 21 I. TYP. 42" RAIL AS NOTED 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. STL. p�� FASTENING SHALL BE AS PER RAIL MANU. PROVIDE EXTERIOR GRADE PAINT AS REOV OR POWDER COATING .11- 0 3.SEE FOUND. PLAN d DETAIL PLAN I ' EGRE55 WINDOW WELL: PROPOSED OSED FOUNDATION PLA �l 22 PROVIDE NEkq EGRESS kIINDOW WELL d COVER BY I ALLEAS'ELITE PER MAN. SPECS. WX84"H. OR EQUIVALENT. SCALE: 1/4" = 1'-O" �'7N 0�7�4 - HAE31TA8LE SPAGE; 1,C161 .0 S.F. OROSS AREA of �� (5E I ` ERAL 5)000 E30L I!E I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - WOOD FRAME (L.G. 5TL. d WHEN APPLICABLE) M m Q EXISTING TO REMAIN Q 0 ( .-a-•---1 NEW WOOD FRAME (L.G. L===j NEW FOUNDATION WALL l lO'-qy2" 32'-I lY2" W �---I STL. WHEN APPLICABLE) 1 I 5'-O" I --I M NEW I-HR FIRE RATED ® < N MIN. (2) 2"x4" STRUCTURAL \I -,1 WOOD FRAME (L.G. STL. POST FOP, 4" WALLS VVV p ® ® E � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - - O LO P05T FOR 6" WALLS), U.O.N. - - O '- NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. z L WHEN APPLICABLE) a_ •� � cv FLOOR PLAN NOTES O O '+-' ' DOOR NOTE: NEW LAUNDRY ROOM: c O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH/DRY HOOK UP 2 Q O O OUT ON PLANS BY 'JELL-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s WOOD DECK 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. OUT ON PLANS BY 'THER.MATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. wY 201 SQ.FT. 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEG.'s 3.PROVIDE (2) 2"1 HDR.,U.O.N. DRYER EXHAUST NOTE: 4.5EE PAGE 6-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR 31'-�2" b.-I.� ELEMENTS AROUND DOORS (TYP. FOR ALL) U.D.N. 2.DUCT SHALL TERMINATE MIN. 4-O' FROM ANY OPENINC75 OSTAIR 8 RAILING NOTE= 3.DUCT SIZE AS PER MANU. 2 I. ALL NEW STAIRS SHALL HAVE MAX. -1-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER d MIN. 10 Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 10'-b" E 4 E 4 E 4 -22'-Sy2" 2. 42" HIGH GUARDRAIL R SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO NOT TO ALLOW PA55A5E OF A 4" d> SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 1 36" HIGH HANDRAIL4 SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO �f TO ALLOW PASSAGE OF A 4" 0 SPHERE EXCEED 5 FEET AND SHALL BE LISTED AND LABELED 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2155A. - Ell = b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS T F ' W ® RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST L I `r 4-J m I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL q 13'-I° I A • 2.RAILINGS SHALL BE WOOD OR PVC. S0REW5 - 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER SMOKE DETECTOR / GO DETECTOR NOTES: LOCATION TO THE WALL OR ROOF TERMINATION.THE O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 U SMOKE /CARBON MONOXIDE COMBINATION DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° o HARD WIRED TO EACH OTHER w/BATTERY BACKUP. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES AIR 2.INSTALL ALL A5 PER MANU. SPEG.'s NOT INCLUDE THE TRANSITION DUCT. q CONDENSER n O > -Qd 3.SMOKE DETECTOR AND CARBON MONOXIDE ,DETECTOR m K KITCHEN L7 < m •- IN COMPLIANCE WITH LOCAL CODE NEW FIREPLACE FLUE: O 0 215 SQ.FT. O (� O I. PROVIDE DIRECT VENT FLUE THROUGH EXTERIOR WALL IN " WINDOW NOTE: PROVIDE "AB 0 FP200 FR. EXPANDING FOAM" (OR FLUE GREAT ROOM OEQUAL) AT ALL PENETRATIONS AT AIR � 281 SQ.FT. `I I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN FLOOR5MlALL5/CEILINGS;PRODUCT CONFORMS TO A5TM CONDENSER Q 400 SERIES CASEMENT,DOUBLEHUN6,OR G1_IDING 5UB5TITUTION5,5EE NOTE (AS NOTED); INSTALL AS PER MANU. SPEC. MECHANICAL - tl1 'S. FOR E 514, E 54,AND UL 1 2.MECHANMICAICA L FLUE TO EXTEND ND 3'-O" MIN. ABOVE ANY �_ #q GLASS WINDOWS ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'1 ' AND DOORS" ON PAGE 6-002 IF CASEMENT n IL &AS2 WINDOWS - ALL GNSSE DWS SHALL HAVE WN NEA EXHAUST FAN SHALL BE INSTALLED WHERE I a FIREPLAG STR,416FfT ARM HINGE WHEN _ 2.IF DOUBLE HUNG - ALL DI HUNG WNDWS TO BE O VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO ATILT WASH 3.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. GL. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND 403.32.3; INSTALL AS PER MANU. SPECS 3'-0" WINDOWS (TYP. FOR ALL) U.O.N. 4 PARTIAL 105 12'-0y2" 4- 0" =ry „ HEIGHT 5 " EGRESS NOTE: OS STRUCTURAL PERMACA5T COLUMN " SQUARE IN COMPLIANCE WITH NEW YORK STATE BUILDINS 3'-II" m 5-Y2 F 4 12'-3y2 CODE,SECTION R3102.1;THE FOLLOWING MEANS OF n PAN. W ' O EGRESS SHALL BE FOLLOWED: RHEEM 4 TON AIR CONDENSER O _ - d- - O m v MUDROOM SQ.FT. - - - - MODEL#RAI&45AJINA (OR EQUAL) _ m / J NET CLEAR OPENINO........... 5.1 S.F. Q � '75 SG.FT.NET CLEAR HEIGHT............... 24" MINIMUM m v 1 " < NET CLEAR WIDTH................. 20" MINIMUM i- 6 O N tL in = i 104 l03 � lo'-loll BATHROOM - BENCH DINING ROOM 146.2 SQ.FT. DOOR SCHEDULE p 115 SG.FT. in 7 A DOOR MATERIAL 1 "ry _ LIO'-OY2.' - in 2--0:: 8:�:: � - 4 TAG DESCRIPTION MANUFACTURER Ll 0 FIRE NOTES [n a � 1 1 = d) RATING 4 O LIN. WIDTH HEIGHT t- Q c (02 Cam' r W � 45 MIN. RATED 25'-O" l� SELF-CLOSING FIRST FLOOR ---------- ------- 1 101 (I) SINGLE THERMATRU 3'-O" 'i'-o" • • ® 3 5M/CO 102 (5) LSQ.FT. SINGLE JELD-WEN 2'-roll 7'-O" r • 20 = 4:�:: l02 102 W.I.G. O w _ A LI- - - - - v 2 GAR /GO 1 I 86.9 r 103 (I) SINGLE THERMATRU 2'-roll '1'-O" L • -I-��I a a GARAGE 4 v PROVIDE :: TYPE ::X: 104 (I) SINGLE �� JELD-WEN 2'-O" 7'-O" 1 _ _ = I O 3'-5" 12'-5" m ---------- LLL---III `I SHEETROGK AT WALLS I 102 I O (15 i ® "L6' � ry p AND CEILING I I (14) Tr 12' DOWN- -- - FULL Fn n F_ I 1 -1 T F 105 0) POCKET JELD-WEN 2'-5" 7'-o" • FROSTED N NATURAL LIGHT $ ui I GLASS D a'x5' I I I I I I - - - - - - - VENTILATION � o m OVERHEAD FLOOR SECOND FLOOR DOOR 1-I 1- - I t AREA dJ J 236 S.F. � 201 (I) SINGLE JELD-WEN 3'-O" '1'-O" • - ° I (14) Tr® �12" A PROJECT:I (� OPEN TO `Yo REQ. S.F. PROV. � I - - - `t I I I ABOVE LIGHT „ „ l r I / \ I I \ I I I ( REQb IS.a S.F. 50.2 S.F. 202 (5) SINGLE �I JELD-WEN 2-6 ,-O �� AEI NORTH FORK � -A 1l 1 ( / \ ( / \ I REQ D q.4 S.F. 28.8 S.F. 4 203 (I) SINGLE �I JELD-WEN 2'-4" 7'-O" • FOY R - ESTATES - LOT 3 l02 2 327.1 .FT. BEDR OM O iv 204 (2) SINGLE I JELD-WEN 2'-O" 7'-O" I • I / \ I / \ . O I I 236.1 OPT. in 2050) _�L DOUBLE JE_D-wEN -�'-o" '�� D // \ I I / \ I _ to A G R I FFI N G STREET BASEMENT / \\ I // \\ :2-_ 'I HALF- BASEMENT CUTCHOGUE, NY 11935 42 50 FT. _ _ _ _ 4'-Sy2" 2'-4" _ 2'-4:: 4:_ay., 4 =cv 001 (2) SINGLE THERMATRu 3'-0" 7'-0" ® � - _ _ DRAWING TITLE: 4 N WOOD 4 aJ t(1 -- - --- - ------ _ A A �. ?a PATIO 125.4 50.FT. PROPOSED FIRST FLOOR PLAN ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING Q STRAPPING DETAILS. 4 C 4 B 4 B **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** 3'- 2" 3'-�'2' I7'-4" -5y2" to-o" 3'-aye" WINDOW CHART 25'-0" -7'-3y2° ROUGH OPENING WINDOW DIMEN51ON CLEAR 4 = PAGE: TAG TYPE MODEL # OPENINO WIDTH REQb 20' TEMPERED 8 2 ® ® 8 DTH HEIGHT WIDTH HEIGHT HEIGHT REQb-24" n Q m ® . __1 F- -- --- _ -J. OPEN REQ'D: 5.'1 S.F. m - Q A (11) DOUBLE-HUNG 2440H5056 _3'-O" 5'-roll 2'-II 5'-5 (I WINDOW) B (1) DOUBLE-HUNG 244DH345h>� 3'-4" 5'-roll 3'-3 00 5'-5 x (I WINDOW) 25'-7" b'-oy2" Iq'-b" 161 r DATE: 07/13/22 6 OF 17 G (1) DOUBLE-HUNG 244DH2836� 2'--T 3'-5 " D (6) A DOUBLE-HUNG 244DH5046 3'-O" 4'-6" 2'-11 4'-5 " E (3) A DOUBLE-HUNG 244DH244�� 2'-4" 4'-9" 2'-3 4'-8 m Q 01 JED aRc°'�� F (U PICTURE 244FX6040 6'-O" 4'-0" 5'-II 3'-II (I WINDOW) V�• �O� G (I) PICTURE � 244FX2020 2 H (5) DOUBLE-HUNGF 244DH5050 3'-O" 3'-O" 2'-11 2'-11 (2 WINDOWS) `'`'^tom''•: '', DOUBLE-HUNG 244PH504a 3'-O" 4'-a" 2'-II 4'-8 x I WINDOW PROPOSED FIRST FLOOD ` PLAN N-1 37 � 0, J (1) DOUBLE-HUNG 244DH3056 3'-0" 3'-6" 2'-II 3'-5 k" 1,170.0 S.F. HAEITABLE SFACI 2,520.0 S.F. GROSS AREA SCALE: 1/4" = I'-O" K (1) PICTURE j 244FX5030 3'-o" 3'-O" 2'-II 1" 2'-II k -- - L (1) SLIDER IGNL.GD�O50J[ II' (5ENERAL 5)""MBOL <E"*r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 7 WOOD FRAME (L.O. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu {--- NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J F--� 5TL. WHEN APPLICABLE) cu 11 (y) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL \I Q � N WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS VVV j u') WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED i WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) 0 .0 Z O C6 Y _� N FLOOR PLAN NOTES .0 00 2 Cfl DOOR NOTE: NEW LAUNDRY ROOM: C ON C6 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH/DRY HOOK UP OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s Q r- 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/51ZE OF EQUIP. OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEG.'s n , 3.PROVIDE (2) 2"xb" HDR.,U.O.N. DRYER EXHAUST NOTE: NATURAL LIGHT 4 VENTILATION tjf 4.5EE PAGE 5-003 FOR ALL OTHER FRAMINS I. DUCT SHALL TERMINATE TO EXTERIOR NATURAL LIGHT 4 VENTILATION IL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY (HABITABLE SPACE) OPENINGS (HABITABLE SPACE) O STAIR 8 RAILING NOTE: 3.DUCT SIZE AS PER MANU. FLOOR AREA 155 S.F. fp FLOOR AREA 256 S.F. m 2 I. ALL NEW STAIRS SHALL HAVE MAX-1-5/4" RI 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 6 MIN. 10" Tr - RISERS SHALL BE OL05ED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2. 42" HISH GUARDRAIL d SPINDLE 5PACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO % REQ. S.F. PROV. �� % REQ. S.F. PROV. NOT TO ALLOW PASSAGE OF A 4" 4' SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM LIGHTING;MIN. b% 36" HIGH HANDRAIL 4 SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO OF FLOOR AREA 14.6 S.F. 20."1 S.F. 24'-3y2" LIGHTINS;MIN. b% TO ALLOW PA55AGE OF A 4" (P SPHERE EXCEED b FEET AND SHALL BE LISTED AND LABELED OF FLOOR AREA 20.6 S.F. 20.41 S.F. 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 215bA. VENTILATION;NOT W 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID LESS THAN 45% OF VENTILATION;NOT _ WOOD FRAME STAIR: A w/ MIN. GLAZED AREA robS.F. 11.7 S.F. LE55 THAN 45% OF rL JTJI METAL SMOOTH INTERIOR SURFACES WITH JOINTS MIN. &LAZED AREA q•3 S.F. II.'1 S.F. ••�� ® I. SEE NOTE ABOVE FOR STAIR RAILING INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST REQUIRED II'-4y2" II'-4y2" REQUIRED • 2.RAILINGS SHALL BE WOOD OR PVC. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS LC4 '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER B 4 B 4 B 4 O SMOKE DETECTOR / GO DETECTOR NOTES: LOCATION TO THE WALL OR ROOF TERMINATION. THE -- - MAX. LENGTH 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT OF THE DUCT SHALL BE REDUCED 2.5 _ U SMOKE /CARBON MONOXIDE COMBINATION DETECTOR FEET FOR EACH 45" BEND AND 5 FEET FOR EACH 40° HARD WIRED TO EACH OTHER w/BATTERY BAGkJUP. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 2.INSTALL ALL AS PER MANU. SPEG.'s NOT INCLUDE THE TRANSITION DUCT. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I I • IN COMPLIANCE WITH LOCAL CODE NEW FIREPLACE FLUE: O I. PROVIDE PROVIDE DABE5G0 P2oIRECT VENT 0 FLUE EEXPOAND NG FOIOR AM" (ORHALL OWINDOW NOTE: EQUAL) AT ALL PENETRATIONS AT w I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN FLOORS/WALL5/GEILIN&5;PRODUCT CONFORMS TO ASTM I Q 400 SERIES CASEMENT,DOUBLEHUNG, OR&LIDINS E 514,ASTM E 64,AND UL 147q. I NATURAL LIGHT 4 VENTILATION (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 2.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY I (HABITABLE SPACE) SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS ADJACENT GOMBU5TI5LE STRUCTURES WITHIN 10'-0". AND DOOR5' ON PAGE G-002 IF CASEMENT I I 0 FLOOR AREA 260 S.F. WINDOWS - ALL GSMNT WNDWS SHALL HAVE 5TRAISHT ARM HINGE WHEN NEW EXHAUST FAN SHALL BE INSTALLED WHERE ,N 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE O VENTILATION 15 NOT MET BY MEANS OF NATURAL i� z I BEDROOM#2 BEDROOM#3 I N % REQ. S.F. PROV. TILT WASH CIRCULATION THROUGH WINDOWS OR DOORS TO I J 3.ALL GLAZING WITHIN W' OF FF TO BE TEMP. 5L. OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION - I 183.6 SO.FT. 256.6 50.FT. I z LIGHTING;MIN. b%4.SEE PAGE 0-005 FOR FRAMIN& ELEMENTS AROUND 405.5.2.5; INSTALL AS PER MANU. SPECS 20.8 S.F. 40.0 S.F. WINDOWS (TYP. FOR ALL) U.O.N. Fu EGRESS NOTE: - I I vcr Q OF AREA VENTILATION;NOT E COMPLIANCE WITH NEW YORK STATE BUILDING REOUIRED O STRUCTURAL PERMAGAST COLUMN b SQUARE 3 I MIN. OLLA EDD AREA E55 THAN 45% OF CIA S.F. 22.6 S.F. E CODE, SECTION R310.2.1;THE FOLLOWIN& MEANS OP EGRESS SHALL BE FOLLOWED: O RHEEM 4 TON AIR CONDENSER I NET CLEAR OPENINO........... 5.1 5.F. MODEL#RAI645AJINA(OR EQUAL) I SM/GO 2'-0" NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM I I I O �- 204 I 202 3 I W 4'-7„ 5._6„ I - Eat B 4 B 4 B 4 HEDULE 5M/GO I y2" DOOR MATERIAL 4 I =ry W I.G 202 Z Iv FIRE I 33.6 5a.FT. I =ry 5 /Co O I z TAG DESCRIPTION MANUFACTURER WIDTH HEIGHT < Q RATING NOTES - - 3 205 - ■ v I w O ll1 45 MIN. RATED In v l� SELF-CLOSING p � LAUNDRY 205 FIRST FLOOR -- ---- 10'-4" SQ.FT. � GL. 1 I l l 101 0) SINGLE I THERMATRU 3'-O" 'l'-O" -----1�- I ---- - a - - -------- -- 20l J40 III 1 �n � I lI � = 102 (5) SINGLE JELD-WEN 2'-6" 'I'-O" I • II I 4 8'lly2" z w `i BED OOM#4 THERM I = `t BATH#2 202 1 Fn 260. SQ.FT. v 103 (I) SINGLE ATRU 2'-6" '1'-O" • a p 104 (1) 51NGLE JELD-WEN 2'-O" T'-o" 204FAMIL ROOM- 1:00A 22q.q SQ.FT. SM GO FULL = GL. _ - - - - - - - 202 - n 105 (I) POCKET JELD-WEN 2'-8" '1'-o" • FROSTED GLASS Ib'-lOy2" 3'-0" ttl O 5M/Go Q m EGRESS _ SECOND FLOOR WINDOW p - i 4'-oy2" 2 I 4'-6" 3'-0° 5'-0" PROJECT: 201 (I) SINGLE JELD-WEN 3-O 7-O T70- " " BONUS ROOM 1 O 16) 107 DOWN FINISHED 4 _ 202 (5) SINGLE JELD-WEN 2'-6" T'-O" • I q GEILIN -� - ' � INSULATED .� (14) Tr 12" � O o - o G NORTH FORK - - - - ` - 25q.q SQ.FT. = 20 - ---- d) (b) �11 ® 7.6„ 203 = �� A-4o1 I .fl 203 (I) SINGLE JELD-WEN 2'-4" ,'-O" L--' -�� 4 N (5)Tr 12„ 1 ESTATES - LOT 3 �f = 204 (2) SINGLE JELD-WEN 2'-O" 7'-O" 1 • � BATH# 104 SQ. T. 7 - -- --- 4'_2y2„ b'-0„ 4,_O„ 6,_O 11 �� _ 205 0) DOUBLE JELD-WEN b-o -t-o - _ ;� J I ry G R I FFI N G STREET J BASEMENTf I fOMN ;� CUTCHOGUE, NY 11935 001 (2) SINGLE THERMATRU- O �I 7-O J+ a l LLLLL 11 ULJ = I D m 4 4 ' S 3'_8 2"_j4'-10" 4 D 4'-8" 3 by2" DRAWING TITLE: - I6'-4" PROPOSED SECOND FLOOR PLAN ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'5. SEE PAGE "0-005" FOR NAILING d 5TR.APPINO DETAILS. **5EE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** 4'-4y2" 6'-by2" WINDOW CHART ROUGH OPENING WINDOW DIMEN51ON CLEAR 4T-IO" PAGE: TAG TYPE MODEL # OPENING TEMPERED - - - - - - - - - - - - WIDTH REOV: 20" WIDTH_ HEIGHT- WIDTH - HEIGHT HEIGHT 24" A-103 - 00 OPEN REQbOV..: 5.'1 S.F. -A A (I I) DOUBLE-HUNG 244DH3056 IE5� 2'-II 1" -5 (1 WINDOW) - - - - B M) DOUBLE-HUNG 244DH3456 '-4"-][__-=-5'-b" - - 3,_3 " 5,_5 x (I WINDOW) m v DATE: 07/13/22 7 OF 17 G (I) DOUBLE-HUNG 244DH2836 2'-8" 3'-6" 2'-'1 3'-5 4 D (6) DOUBLE-HUNG 2440H5046 3'-O" 4'-6" J � F-D ARC E (3) DOUBLE-HUNG 244DH244q� 2'-4" 4'-q" 2'-3 4'-8 m Q P F (I) PICTURE 244FX6o40� 3'-II (I WINDOW) �C3� .� M. p 01 L� ON PICTURE 244FX2020 2'-0" 2'-o" I'-11 I'-II H (3) DOUBLE HUNG 244DH5050 -O 2-I I (2 WINDOWS) I (U DOUBLE-HUNG F:244DH50411 3'-O" 4'-q" 2'-11 �" 4'-5 x (I WINDOW) •�` SCALE: 1/4" - 1'-O" -��, a7 9 . � - -- _-- I,775cI.cf S.F. HAE31TABLE Si�AG I 501.of S.F. DROSS AREA _ i ` o��Y�� . J (U DOUBLE-HUNG 244DH3056 3'-O" 3'-6" 2'-11 3'-5 ` K (I) 7 PICTURE JF:2 X5030 3'-0" -3'-O" 2'-11 1- :2 11 " L (1) SLIDER NLGD12080 ELEVATION NOTES OROOFING: I I. SEE NOTE ® SECTION Q 2. ASPHALT ROOFING SINGLES,COLOR S STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) W OROOFING: J co I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF,COLOR S STYLE TBA I 2 Q .-1 (OR EQUAL) I '- OSIDINO: - - - - - _ _ -- - -- - -- - -- -- -- --_- -_ - - n N O I. SEE NOTE ® SECTION —_- -- - -- -- O- _ 2. FIBER CEMENT LAP SIDING,COLOR S STYLE TBA (OR - - - - EOUAL) (MIN 50 YR. WARRANTY) - - _ \ - Zi 0Y Cfl O4 NEW WOOD FRAME STAIR a ---- - -- .c Z O ---- - - C>3 12 _ :3 N O STRUCTURAL PERMACAST COLUMN " SQUARE - _ - -- - — _ 8 - - -- - -- - — — . - 12 - — 0 O -4., � O - - — O a-i 'N Lo CV co Q O r ODRYER VENT: 6 SEE NOTE ® PLAN - ---- ONEW A/G COND. ON NEW GONG. SLAB, SEE PLAN - NOTE. - - -- - _ -- ---- - ------ ------------- _ -- - - --- OS NEW HOSE BIB _ NEW ELECTRIC ff GAS METER; Oq INSTALL PER UTILITY GO. - - -_ _- - - - ------- STANDARDS r l NEW FIREPLACE FLUE: - - H 10 SEE NOTE ® PLAN TEMP. --- -�� TEMP. n l -- - _ - to - -- --- ----- ---- F.F.- - - -- - ----- - 3 V CD----- -- - IL O NTEMF. Q101 - 3 (V- - 4 SOUTHNEST ELEVATION (FRONT) SCALE: 1/4" = I'-O" I I TOP RIDGE HEIGHT ---------------- ELEV. +28.6' ui - -. - 12 ' � U ----------------- ---- --- ------------- ------ — -- - 10 _ -- - PROJECT: SEC. FL. CLG. HOT. -----------J _--- - - ELEV. +21.0' ------ -- - _- -- ---__--_--=-------__---_- - -- NORTH FORS( ESTATES - LOT 3 SECOND FLOOR 12 GRIFFING STREET ELEV—+12.0' ------�� --- - CUTCHOGUE, NY 11935 DRAWING TITLE: ALL NEW WINDOWS SHALL BE ANDER-5EN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "G-003" FOR NAILING S STRAPPING DETAILS. --_�**SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MAMANUFACTURER" IST. FL. GLG. HOT. PROPOSED EXTERIOR ELEVATIONS --- -- - - - ELEV. +10.8' -- WINDOW CHART --- EGRESS - - ROUGH OPENING WINDOW DIMENSION CLEAR O O O 0 O O TAG TYPE MODEL # OPENING TEMPERED 9 WIDTH REbb: 20" �, -- HEIGHT REOV:24" s o Io PAGE: --WIDTH , - HEIGHT 1-- WIDTH HEIGHT - OI'EN REbb: 5:1 S.F. dJ A (11) DOUBLE-HUNG 244DH3056 3'-O" 5'-6" 2'-II 5'-5 (I WINDOW) A-201m00 FIRST FLOOR B (q) DOUBLE-HUNG 244DH3456 3'-3 5 L'-5 x (I WINDOW) ELEV. +1.8' �� w MIN. MIN. �---- F.F. -- DATE: 07/13/22 8 OF 17 G (I) DOUBLE-HUNG 244DH2556 2'-,5" 3'-6" 2'-1 �" 3'-5 � - - - D (b) DOUBLE-HUNG 244DH5046 3'-O" 4'-6" 2'-II 4'-5 BASELINE ELEV. +O.O' E (3) DOUBLE-HUNG 244DH2444 2'-4" 4'-ci" 2'-3 1" 4'-8 " (� PICTURE 244FX6040 6'-O" 4'-O" 5'-II 3'-II (I WINDOW)1 -_ J F (" ! SOUTf� , STELEVATION (fiZ I C�HT SCE) VID Apo G (1) 1 11 PICTURE 244FX2020 2-O 2-O I-II � I-I I � _ SCALE: 1/4 I�-O�� , H (3) DOUBLE-HUNG l 244DH3030 3'-O" 3'-O" 2'-II (2 WINDOWS) �� R' C7r �O r J I .� (1) MOUBLE-HUNG 244DH3049 3'-O" �l 4'-Q" 2'-II 4'-8 x (I WINDOW) fill �Jl - J (1) DOUBLE-HUNG J� 244DH5056 3'-0 " 3'-6" 2'-II 3'-5 =F p K (I) PICTURE 1 244FX5050 3'-O" =5-_O_ 1 2'-11 2'-I I O F NE�yb L (I) SLIDER J NLGD1420808'-0" -11 " J ELEVATION NOTES OROOFING: 1. SEE NOTE ® SECTION Q 2. ASPHALT ROOFING SINGLES,COLOR d STYLE TEA (OR Im EQUAL) (MIN 30 YR. WARRANTY) W OROOFING: J CB I. SEE NOTE ® SECTION ('7 2. 5TANDING SEAM METAL ROOF,COLOR d STYLE TBA 4-1 (OR EQUAL) I I Q � E N I. SEE NOTE ® SECTION - 2. FIBER CEMENT LAP 5IDINO, COLOR 4 STYLE TEA (OR EQUAL) (MIN 30 YR. WARRANTY) - - ---- --- - - ------ -- - - ----- - ------- ------------ - ------- -- -- -- 4O NEW WOOD FRAME STAIR - -_---- - ------ -- - ---- - - ------ - 0- cu E_ Z U ----- -- - \ \ -- -- -.-__ a - --_ - - -- —-- - - � N -- - O5 STRUCTURAL PERMACA5T COLUMN 8" SOUARE 12 -- - _ O 't 0 4- - - ---- . cc ODRYER VENT: - - -- ----- - - I Q O SEE NOTE ® PLAN - O NEW A/C COND. ON NEW GONG. SLAB, SEE PLAN - _ - ---- - - -- - --- - -- _ ----- � NOTE. --- .. s 8 NEW HOSE BIB _=--•- ___-- - _ -- _ --- --= - - - -= NEW ELECTRIC 4 GAS METER; Oq INSTALL PER UTILITY GO. 1 , STANDARDS T - - - NEW FIREPLACE FLUE: - 10 SEE NOTE ® PLAN TEMP' W 4-) m F.F. ----- —_ — ------ � .—J 3 3 TEMP. � m -- 4 LQ_1 m F.F. NORTHEAST ELEVATION (REAR) SCALE: 1/4" = I'-O" z W I U TOP RIDGE HEIGHT ---------------- ELEV. +28.6' - --' - Cd - - - - -- -------------- ------- ----------- - - PROJECT: NORTH FORK -- -- - Y - -- ESTATES - LOT 3 SEC. FL. GLG. HOT. =- - -- _=-==-= --- -- ---- 12 _- - ELEV. +21.0' -- - -- 4 2 10 _ GRIFFING STREET CUTCHOGUE, NY 11935 DRAWING TITLE: ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING d STRAPPING DETAILS. SECOND FLOOR I - -- ----__-_--__.-- -------_ _ ---_-- `- - PROPOSED EXTERIOR ELEVATIONS **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** ELEV. +12.0' �� - ---- - - --- \ 12 NINDOW CHART -- = -..- -- — - i — ----- ------ ----- 2 EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # OPENING TEMPERED WIDTH REOV: 20" IST. FL. GLG. HOT. - - -- --- - - � _. PAGE: HEIGFfT REQb:24" ----�----- - --WIDTH -..- HEIGHT--, WIDTH HEIGHT OPEN REOV: 5.1 S.F. ELEV. +10.8 3 3 - -- L -- mOO A (II) DOUBLE-HUNGIF 244DH3056 3'-O" 5'-6" 2'-II 5'-5 (I WINDOW) c�-___- -- --- -- -- B (11) --DOUBLE-HUNG �I 244OH5456 3'-4" 5'-6 x (I WINDOI^U" V-5 " 5'-5 " - G () DOUBLE-HUNG J 244PH2556 2'-7 3'-5 -� d -- - 0 DATE: 07/13/22 9 OF 17 D (6) DOUBLE-HUNG 244DH5046 5'-O" 2'-II 4'-5 " FIRST E (5) DOUBLE-HUNG -244DH2449 --2-4 4-a--- 2-3 4-8 L�( +1 8 oR------�� 4 dj `� F (1) PICTURE 244FX6040 6-O 4-O 5-I I 3-I I (1 WINDOW) -- -_f --- - - -- - - - -- O (I) PICTURE 244FX2020 2'-O" -2'-0" I'-11 " I'-II " BASELINE m - - - �� NI. p C��' Yt -_ I- ELEV. +O.O' C>~ C�� H (5) DOUBLE-HUNG 244DH3030 3'-O" 3'-O" 2'-II 2'-II (2 WINDOWS) NORTHNEST ELEVATION (LEFT SIDE) �° x (I WINDOW) �: r> I (U DOUBLE-HUNG � 244DH304q 3'-O 4-9 2'-II �" 4'-8 �" J SCALE (1) DOUBLE-HUNG 244DH3036 - -_=3-0-_ -_- - - -3-6 -- - 2'-I I " 3'_5 " 11 = '_ " T\ 3r14 y �Q ��- --- - ---- : I/4 I' O K (I) PICTURE 244FX3050 3'-O" 3'-O" 2'-II 2'-11 k" L (U SLIDER NLGD080 8'-O" IL -II'-a" �i'-II " CONNECTION 'A' A5 BUILDING SECTION NOTES PER PA&E0-005 TOP RIDGE HEIGHT NEW RIDGE 1 NEW ROOFING NOTE (TYPJ: --__-- --- --_ -- O --------------- -- 13- I — I. INSTALL NEW ASPHALT ROOFING SHINGLES 2.INSTALL ICE AND WATER SHIELD FROM FA5GIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYSOVER - / -- 3.INSTALL 15 # BUILDING FELT(U.O.N) OVER - _ _- / R.R. AS PER PLANS _ 4.I/2" W GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) = - --_ - ' J M 5. CAP SHINGLE OVER RIDGE 4 HIPS (A5 REOV) t�� Q�� / / _ 6.PROVIDE RIDGE VENT(A5 REOV) N \ 'f. FLASH ALL VALLEYS r -- ` \ Q / / 2 Otis�, �- _ � � In S.INSTALL DRIP EDGE AS REQ'D - q.INSTALL ALL AS PER MANU. 5PEG.'s _ - O � O TYPICAL ROOF 4 CEILING 0 N5TRUGTION: G.J. AS PER PLANS s i • NEW ROOFING A5 NOTED �- - - % / __- - - - - _- - a � J� • 1/2,, GDX PLYWD 5HEATHING(BLOCKING W® ALL PLYD / O C U O SEAMS) SECOND FLOOR GLG. HGT_- / / — — — — — -- — • R.R.,G.J., 4 G.T. AS NOTED ON PLANS(® SPANS OVER ELEV. +21.0' -- - - 8' INSTALL "X" BRIDGING a CENTER OF SPAN,U.O.NJ __ _ _ a--i --- • MIN. OF R-4q SPRAY FOAM INSULATION (BONJE N ROOM) O ca a-+ • MIN. OF R-401 BATT INSULATION BATHROOM #5 BEDROOM #4 Q O O TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): IT O UPON "TYVEK" HOUSE WRAP (OR EQUAL) z - • UPON 1/2" GDX PLYWD. SHEATHING(BLOCKING a ALL PLYWD SEAMS) • 2"x&" 5TUD5 ® 16" O.G. W DBL. TOP PLATE W SECOND FLOOR � • 2" FOAM INSULATION W/R-I3 BATT INSULATION (R-77) - - ---� • 5/8" GYPSUM BD. WALL FINISH ELEV. +12.0' = i� O NEW SIDING NOTE (TYP.): cr F.J. AS PER PLANS I. INSTALL NEW FIBER CEMENT HORIZONTAL LAP SIDING "TYVEK" HOU5I= WRAP (OR EQUAL) J --3 2.INSTALL ALL AS PER MANU. SPEC.'s FIR HTST FLOOR CEILING H1_IG 3.PROVIDE ALL NECESSARY TRIM FOR n , • ELEV. +10.8' PROPER INSTALLATION 4.5IDING SHALL EXTEND TO TOP OF -- FOUNDATION WALL p BEDROOM #1 W.I.G. BATHROOM #1 O O5 NEW 4" THK. P. GONG. SLAB w/6"x6"-10/I0 NA.M. w REINFORCEMENT AS PER DETAIL ° U _ 4 OTYPICAL FLOOR GON5TRUGTION: IA 0 • NEW FLOOR J015T AS NOTED ON PLAN • 5/4" GDX PLYWD T46 SHEATHING(BLOCKING v FIR5_T FLOOR _ ALL PLYWD SEAMS) —� F.J. A5 NOTED ON PLANS (® SPANS OVER 5' ELEV. +1.8' • INSTALL "X" BRIDGING ® CENTER OF SPAN, � n, U.O.N) O -� — F.J. PER PLANS W • MIN. OF R-30 BATT INSULATION;FOAM MIN. S" = AS AT RIM JOIST BASI=LINE GpNNE TE 'GI'5 ELEV. +O.O' R PACE 6-00 6 I I IW 4 N S UD TO A-4ol FLOG ASSEMBLY L_ I I I I I I I I BASEMENT I I I ' I I I I I I I I A-40� I I I L - - = - - - — — — — — — — L=— = — - -- - - - - - - - - - A-401 A-401 SEGTICN A-A / A-50I SCALE: 1/4" = P-O" I XXXJR.R. AS PER PLANS( R.R. AS PER PLANS I I 11 I I Z w !I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 2 II II II II 40, II II i t I I I I I I I I I I I I I I I I I I I I I I I I I I I CONNECTION 'Br AS PER PAGE 6-005 NEW R.R. TO G.J. w H G.J. AS PER PLANS S s PROJECT: NORTH FORK 3 FAMILY ROOM GL. BEDROOM 5 — 3 ESTATES - LOT 3 O 2.oE 2X6 LVL STUD WALL;ALL ' AREAS WHERE WALL 15 ABOVE V TO FLOOR SYSTEM; PROVIDE I" PLYWOOD AT OR INSI6YP5UMD BOARD E OF ININ TALLATION G R I FFI N G STREET CUTCHOGUE, NY 11935 FJ. A5 PER PLANS DRAWING TITLE: BUILDING SECTIONS -- DINING ROOM GREAT ROOM O 4 ' -- 4 PAGE: MIL 30 m00 F.J. AS PER PLANS CONNECTION 'GI' A5 Fire separation I p 6 DATE: 10 0 F 17 PER PAGE 0-003 NEW STUD T required as per I I FLOOR AS LY - - NYS Code I . BASEMENT MECH. ROOM I I � � M AO,�,�T�`O — I I cs, oa74 �O - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — I A-�4oi T�OFNE�� t SECTION 5-5 / A-50I SCALE: 1/4" = I'-Oil BUILDING SECTION NOTES ONEW ROOFING NOTE (TYP): I. INSTALL NEW ASPHALT ROOFING SHINGLES 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS Lu OVER w 5.INSTALL 15 # BUILDING FELT(U.O.N) OVER J cc 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL 5EAM5) 5. GAP SHINGLE OVER RIDGE d HIPS (AS REOV) - -- _-- - ---- -- - -- 6.PROVIDE RIDGE: VENT(AS REQ'D) -- _-- - -- --- _ a 'T. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REO'D - - � Ln °I.INSTALL ALL AS PER MANU. 5PEC.'s '--- p 2 TYPICAL ROOF 4 CEILING CONSTRUCTION: — • NEW ROOFING A5 NOTED - - - • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD - O � C>3 5EAM5) -- - -- • R.R.,G.J., # G.T. AS NOTED ON PLANS (® SPANS OVER CONNECTION 'A' 55 E_ 0 N 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) PER PAGE G-003 - O ----- -- • MIN. OF R-4Q SPRAY FOAM INSULATION(BONUS ROOM) RIDGE_ • MIN. OF R-44 BATT INSULATION TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): / RR. \ qg _ CONNECTION 'BI' AS O pL PER PAGE 0-003• UPON "TYVEK" HOUSE WRAP (OR EQUAL) \ -A NEW R.R. TO G.J. • UPON 1/2" GDX PLYWD. SHEATHING(BLOCKING® ALL PLYWD SEAMS) \ \ n , • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE \ VJ • 2" FOAM INSULATION W/R-13 BATT INSULATION (R-27) �� \ • 5/8" GYPSUM BD. WALL FINISH BONUS ROOM \ - O NEW SIDING NOTE (TYP): — -- - - -- FINISHED 2 8 �i I. INSTALL NEW FIBER CEMENT HORIZONTAL ��•P HEATED \ \ � 1 , LAP SIDING "TYVEK" HOUSE WRAP (OR T EQUAL)2.INSTALL ALL AS PER MANU. SPEG.'s -- 5.PROVIDE ALL NECESSARY T1ZIM FOR - - - - ri 1 PROPER INSTALLATION _ Vf 4.SIDING SHALL EXTEND TO TOP OF S FOUNDATION WALL G J. AS PER PLANS ONEW 4" THK. P. GONG. SLAB W 6"xb"-10/10 W.J.M. REINFORCEMENT AS PER DETAIL OTYPICAL FLOOR CONSTRUCTION: I • NEW FLOOR JO15T AS NOTED ON PLAN • 5/4" GDX PLYWD TSG SHEATHING (BLOCKING ® ALL PLYWD SEAMS) G:2 CAR ARAGE I�; 4 •��1 • F.J. AS NOTED ON PLANS (® SPANS OVER V INSTALL "X" BRIDGING ® CE14TER OF SPAN, L9 U.O.N) W • MIN. OF R-50 BATT INSULATION;FOAM MIN. 3" 2 Q AT RIM JOIST A-302 I I I P 5 I I e - - - _ - — - - - - — — _- - - - — _ A-302 SEOTION O— O / A-50I SCALE: 1/4" = I'-O" ALUMINUM FLASHING TYP. ROOF/ROOFING 21X6" LEDGER CONSTRUCTION (SEE SECTION NOTES) w (2) 2"X5" HEADER 2"xb" LEDGER 0 IL z u1 211X4" G.J. p Q 1"XS" FASCIA BOARD �IY SIMPSON JOIST HANGER z 0) SIMPSON' JOIST HANGER N STRAPPING �1 IS-1 > I" BEADBOARD CEILING H m— mm " X 6 �" LAG BOLTS &X(b-IOXIO W.W.M. o v (COUNTER SINK) CENTER 1 m )- _ MIN. 4 BETWEEN BETWEEN EDGES OF (2) BLOCKING TO CATCH Q m n 1-1/2" QU SARE BALUSTER 4"x4" CEDAR STAINED LAG BOLTS UPPER 3 OF SLAB PROJECT: (STYLE TO SELECT) CORBEL (SCREW SECURED IN PLACE CORBEL TOGETHER) SIMPSON H2.5A RAFTER (COUNTER SINK, WOOD DURING POUR NORTH FORK TIE (OR EQUAL) FILL,SAND AND STAIN) � x b �'LAG BOLTS (2) 2 xb P.T. SILL PLATES 5/4"xb" P.T. DECK (COUNTER SINK) �� -UPON SILL SEAL UPON ESTATES - LOT 3 4 POURED GONG. a I COPPER TERMITE SHIELD BOARDS SLAB p ' 111 a 5/8" 0 HOOKED ANCHOR BOLTS 6 MIL POLY ' II 3a" O.C. w/ 3" SQUARE WASHER GRIFFING STREET O ARAOE PORCH DETAIL MOISTUR +� °I ° ENDNUT; ALSO SEE ANCHOR BOLT HOT DIPPED GALV. A-502.0 RETARDER a I I SECTION ON PAGE A-200 CUTCHOGUE, NY 11935 BOLTS a P.T. D.J. AS z =- KAASHSHER5 4AEND NUT. POST /PREBOREDD SCALE: 3/4" = I'-O" 4" GRAVEL BASE ° ° ° ° °I G a PITCH GRADE PER PLAN cv INTO BEAM,POST,DECK TIE s UPON GLEAN ° I RIM BOARD A55EM15ELY a° DRAWING TITLE: COMPACT FILL go- F.T. 1 °BEAM AS NOTED �r15)rO - $ iv _= SOLID BLOCK ® 12" O.G. 5/4"xb" P.ir. BUILDING SECTIONS DECK BOARDS P.T. DECK JOISTS AS (1) # 5 REBAR ° I ° 8 V THK. (MIN) P. DESIGN DETAILS (2) SIMPSON DJT14Z (1) 11/2"0 H.D. GALV. THRU NOTED ON PLANS DECK JOIST TIE ® BOLT w/OVERSIZED WASHER CONTINUOUS ° a GONG. EA. POST d END NUT PREBORED INTO GRADE BM. P05T d DECK JOIST TIE 5/4" x REO'D L <1 "SIMPSON" ABA44 HEIGHT P.T. RISER ° ° ° " (1) #5 REBAR (3,500 PSI) ® COLUMN BASE a 48" O.G. °a II ° ry 4"x4" P.T. P05T DEGK4BOARDS - -- - - - - -- I In (I) #5 BENT PAGE: II GRADE 2"x BLOGKIN6 ® EA. III BAR NOTE: II 5TRINGER TO MATCH 51ZE I I �� 1. REFER TO PAGE A-200 A-302m00 8"(P 'SONOTUBE FILLED IIOF P.T. DECK JOISTS ° a Illi 48 O.G. O Z FOR NAILING AND SOLID w/P. GONG. N oll (MIN. 4,000 P51) o I I ZSTRAPPINO fill � FASTEN BLOCK NG(MTIN.6 TO °i hi ° , ASPHALTIC m � COMPONENTS ALL III FASTENERS) ° III PROOF I NC DATE: 07/13/22 11 OF 17 (2) #4 HOR. REBAR , ' I 1 4" THK. x 8" WIDE x WIDTH 2"AV P.T. STRINGERS ® 16' °° I i) (1) #5 REBAR (2) #5 BENT OF STAIR P. GONG. PAD O.G. (MIN. 3 STRINGERS ® CONTINUOUS I J � REBAR r i EA. STAIRWAY) i II I 12"xl2"x8" P. CONG. PAD ° J va FTC. (MIN. 41000 P51) +" �pAR �/ 2"xb" P.T. BLOCK IN BETWEEN - NOTE: #5 41 EA. STRINGER. FASTENED TO x ° II , , co P. GONG. PAD H/ 14/64" x ALL DECKING SHALL BE FASTENED 11 ' 'n H/COATED DECKING SCREWS BY 60 O.G. --- a L- a �` � EXTEi�I Oil hIOOD I7EG�G DETAIL „ „ a _ — 3-I/2" CONCRETE SCREWS BY f � � �.� � � A " DECK MATE (OR EQUAL) A-502.0 GALIBURN' (OR EQUAL) - MIN. (2) #5 REBAR SCALE: 5/4" = 1'-0" (3) SCREWS PER BLOCK O" MIN. 3" MIN-,4 `c GRADE - GRADE EXTERIOR NOOD STAIR DETAIL 4 MONOL I Tit I O SLAB DETAIL A-302.0 A-302.0 SCALE: 5/4" = 1'-0" SCALE: I" = I'-O" EXTERIOR 5HEATHINC AS PER SECTION NOTES a SIDING MATERIAL AS __ p a PER SECTION NOTES P (4) 5/8" H.D.G. LAG 0 BUILDING PAPER 4 HOUSE WRAP BOLTS (PREDRILLED) LL TO FULLY OVERLAP FLASHING - _ J C6 O _ _ HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE Z" FLASHING 5/4"xb" P.T. DECKING - I J_ - - r CV SPECIFIED ON 51DE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; PLANS AND NOT PROJECTING MORE THAN 41'2' INTO OAF FOR O.N. ON PLAN/ O \ ' O O O O PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT DRAINAGE SECTION/DETAILS) - - _ // \ '- E77 5/5" THK. PL. \ `- JOIST HANGER BY - - - _ - CO II 5/8" THK. H.D. a '51MP50N' OR EQUAL _ - - - 0 c Z 0 FIRST FINISHED FLOOR = I /� OALV. PL. °� U \ �� N METAL C DECK TENSION CAP PLATE 'A' -� O 4' I JOISTS AS PER PLAN FASTENED w/(2) �::Z" TIE BY 'SIMP50N' (OR a-J CV -- V2" MIN. SPACE BETWEEN \ 5/8 (P x 5' LONG HEAVY DUTY GAL. FLA5HIN6 EQUAL) c O LAO SILL 4 FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE Q O \ 1, WALL AND HANDRAIL \ RIM BDLWHENIa FOUND TWATFASTEN COUNTER LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER g/4' PINE RISER w/(2) 5/5"4) x 5" LONG APPROVED FLASHING P.T. DECK JOIST MASONRY ANCHORS ® 16" O.G. AS PER PLAN \� s/4" PINE TREAD STANDARDS FOR O RI PPABLE HAND RAIL FOUNDATION KALLJ:::j,� n \ SCALE: NTS GROSS SECTION LEDOER CONNECTION T /� 8�� - lo„ X _ O 2 D I l I L (4) 3/8" H.D.G. LAG -Q - O \� MIN. x I z HANDRAIL A-401.00 - BOLTS (PREDRILLED) I ROUNDED NOSING Q CLEARANCE GIRGULAR NON-GIRGULAR SCALE: 1" = 1' O" E0 ` w/Y4" RADIUS - - - (NOT INCLUDED IN 2 - U N TREAD DIMENSION) j 4"-614u / - O �� \ • V2" / 1Y4�_2 , j PERI- :2 4" / — - - �I - — - - — — M I N. / / METER MAX. U) tu v w / / / / 5/8" THK. FL. I I U y4 OALV. THK. H.D. Ul FLOOR SYSTEM AS i NOTED ON PLAN I�2 GALV. PL. " " \ / GAP PLANE 'B' Q m NEW STL. GAP PL. 'A' FLOOR HOOD BEAM (5) 2 xl2 STRINGERS ® w/R-21 -' WELDED TO COL.;SEE AS NOTED ON PLAN W GAP PL. DETAILS FOR CONNECTION OF STL. COL. TO (5) 1-5/4 WIDE INSULATION, IF UNDERSIDE IS PAGING � 'd' �� 5TO'RAGE/NON-HABITAL SPACE \ / / / / NEW 5-1/2" O.D. SCH 40 LVL LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE I \ NEW BASE PLATE 'A' HOT DIP OALV. STL. COL. DIMENSIONAL LUMBER OR 5.25" WIDE PSL WELDED TO C.OL4 SEE (A5TM AI23) AS PER STORAGE UNDER GYP. ED. BASE PL. DETAILS FOR FOUND. PLAN BY SIMS BOLTING STEEL (OR EQUAL) (WHEN APPL I GALBE) I NEW 4" P. PROVIDE GOLD JOINT GONG. SLAB AT GONG. SEAMS (TYP) 81I • • °• GJJ LLJ9 e e a TREATED 2"x12" SILL FOR CONTACT J ° -N II I�211 w/GONG. (IF APPLICABLE) - 4" GRAVEL BASE ° t NEW (5) #5 HOR. II BASEMENT °� ( REBAR UPON (5) #5 y4 NEW 24"x24"A2" HOR. REBAR (b TOTAL) DEEP P.IN GONG. PAD COMPACTED FILL O O DIP OALV. STL. COL.HOT FTC. (MIN. 4,000 P51) (ASTM A125) AS PER PLAN WELDED TO PL. STEEL COLUMN FOOT I NO DETAIL 8"x.5"x5/8" THK. STL. BASE PL. A-401.00 SCALE: 5/4" = 1'-0" INTERIOR WOOD STAIR DETAIL O B I/2" HOOKED ANCHOR BOLTS EMBEDDED INTO A-401.00 SCALE: 5/4" = I'-O" OOTINC MIN. 4" w/ OVERSIZED WASHER AND END NUT SETUP 2'-O" LAP (TYP) BASE PLATE 'A' PROVIDE 3" (MIN) GONG. COVER Z ----------�---�--� OF ALL REBAR WITHIN P. GONG. NOTE. I I II FOUND. WALLS t P. GONG. FTG'5. PPRSOVIIR STT NAPPIN 4 NAILING w I. IF FINISH MASONRY USED (SUCH A5 __ _ PPINO -I _ I __ II PROVIDE INSULATION REQUIREMENTS I FOR PLIFT, q- STEEL COLUMN CAP � BASE PLATE DETA I L.S BLUESTONE) - MA50N TO ADJUST - -------fi- BETWEEN CAVITIES :: U HGHT OF LANDING AS REQ'D TO I i I SHEAR, 4 LATERAL RESISTANCE ACCOUNT FOR FINISH MASONRY I I II PER ENERGY TABLE ON PAGE 0-005 ® EA. STUD. -4OI.00 SCALE: 5" = I'-O" II 0^1HEN APPLICABLE) 2. ALL HORZ.SURFACES SHALL BE PITCHED ——————— —— I -� —— tii 0 1:46 AWAY FROM BUILDING I FLOOR SYSTEM AS :: :: SEE 5. FOR SLABS ABUTTING FRAMING, INSTALL I I j �I NOTED ON PLAN UPON SILL SEAL UPON COPPER P.T. SILL PLATES T SEC IONNNO(TE5) I-- COPPER FLA5HINS FROM 12"ABOVE AND I I TERMITE SHIELD TYP, ROOF CONSTRUCTION Q IN ASPHALTIC MASTIC JACENT TO SLAB, BED ALL FLASHING #5 REBAR (TYP) -. (I I I NEW 5/8 HOOKED ANCHOR 4"P.GONG.SLAB 3 0- I I (SEE SECTION NOTES) " w/bxb 10/10> BENT 13 I, I I BOLTS ® 511" o.C. w/3" SQUARE PL PROJECT: SSTAIR TAIR WRRAINAGE CALCULATIONS: (TYP) ILL COMPACTED REBAR (TYP) cV i I' i WASHER ENDNUT S1 RAFTER TIE R GRADE II I ( PROPOSED NEW AREA= 50.5 S.F. REBAR BENT TO ° _ I - z R NORTH FORK 50.5 Sq. Ft. X 0.1-1= 5.1-1 _°=--__� I "r- S.Iq/3.1= 1.1 VERT. FT. OF 2' DIA RING REQ. SLAB AS SHOWN ESTATES - LOT 3 PROVIDE (1) 2' VIA. X 2'-0" DEEP STORM WATER LEACHING SYSTEM i /� //\/////\//, I #4 HOOKED VERT. a .< G.J. AS PER PLAN REBAR® 48 O.G. FASCIA BOARD ll GRIFFING STREET lI (I) #4 REBAR ® EA. c ,y • ° °\//\ti \//\//\/j\//\// STEP;3" GVR ® ENDS L i • II' �ti /\\/\\ CUTCHOGUE, NY 11935 CORNER CONNECTION '1 BEAM AS PER PLAN/\\/\ \\/\\/\\/\\/\\/\\/\\/ ASPHALTIC DAMP 'I ° Io" °°/ \//\/�//�//�//�/\//\//\// n, GRADE DRAWING TITLE: PROOFING TO EXTERIOR I - - LANDING MIN. . ��i \/\\/\\/ �OMPAGTED /\\/\\/\\/ Z .. SIMP50N PG64 NEW "SIMPSON" LU526 /\/\/ / FILL (FOR 3 PLY BM) GALVANIZED JOIST DESIGN DETAILS x ,• �ii� /G /� /� // i/ i/ i/ ,II - SIMPSON BG52-2/4 HANGER m d ` • �R \\\\\/it4 REBAR® 10\/\\\\\\ \\\\\\\\\ z p #5 REBAR (TYP) :2'-0" LAP 4"P.GONG.SLAB w/ 2"x4" r X °` %' / \/ / / // // // // // // LL I (FOR 2 PLY BM) \/\ \O.G. (MIN. 3) /\/\/\/\/\/ / (TYP.) 11 6"xb"-Iono W W.M. KEYWAY B ��;�° `\\ \\ \\ �. \. \\ \\ \\ \\ \\ \\ - X UPON COMPACTED FILL :• ° %yl / ` / - / // // // // // // // // // // // // // / P. GONG. FOUND. WALL II ° "' \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ m _ 4TDRAIN CONNECTEDL \//\ \ \ \ \ \// p -------} - -t ---t--------- (MIN. 4A00 PSI) /\ \ \c y\\ \\ \\ \\ \\ \\ \ \ \ o \/\i\ \/\/\/\/\/\ ALL P. GONG. \/\/\/ AGE. F7_7_ ----=- --.------ I \ \ \ 10 /\ \ \ \ \ \ \ \ ----__--�_— ---I -------- a 11 11 \/\// �• Ire \ \/\/\ SHALL BE /\/\/ #4 HOR. CONT.REBAR 1I �P\//\//\//\//\//\//\/ 4poo P51 (MIN) \//\//\// I II II TOP, MIDDLE, d BOTTOM OF ?- #4 REBAR CONT. 010" O.G. (MIN. 3) J �\ \\/ /�\/\\/\\/\\/\\/\\/\\/ ` /\\/\\/ WALL (3 TOTAL) 01m00 n / // // // // // // // // // // // // / // // // I I II (I) #4 REBAR CONT. 91 \\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ --_-- ---h--I�---1------- cr 11° - I pI P.T. POST AS l // // // //\//\//\//\//\// #5 BENT REBAR ® 12'" O.C.— \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ I I I I l PER PLAN 1 %//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// I I I P. ONG. CONT. FTC. 1 8" THK. P. GONG. WALL l l \\ \\ \\ \\ \\ \\ \\ \\ \\/\\/\\/\\/\\/\\/\\/\\/\\/ R I I I I (MIN. 4A00 P51) i i — DATE: 07/13/22 12 OF 17 // // // // // //\//\//\//\//\//\//\//\// I — F— (U #4 REBAR CONT. \\�\y�\� �\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ 0. II I II #5 BENT (TYP) (3) #5 HOR. ONT. REBAR \�\dr \/ \ 4" P. GONG. SLAB //\//\//\//\//\//\//\//\//\//\//\//\//\//\// II .° IS" WIDE x 12" DEEP \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ I I I I / // // // // P. GONG. FTC. \\/ �� \\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\ ✓ a .�. �1j — "SIMPSON" :: I I I I I I J . II ° a ° _ P05T BASE PER (2) #5 HOR. REBAR I " I I I -� 6 MIL 0=1 LY P05T SIZE �GD ApC z MOISTURE RETARDER— I ° I i I •° ° • P.T. DECKING ��'1 U' �3 j, "��a f EXTERIOR MASONRY STAIR DETAIL 4" i Ri,VEL BASE- m o y I a PROV. GLEAN " 11 1 I " - '; ' i A-401 00 SCALE: 5/4" = I'-O" COMPACT FILL- P.T. D.J. AS PER PLAN 'T' CONNECTION 974 O , A eD/P N��'� REBAR OVERLAP DETAIL �,-401.00 fOUNDAT I ON WALL DETAIL g COVERED PORCH DETAIL A-401.00 SCALE: 5/4" = 1'-O" SCALE: 5/4" = I'-O" A-401.00 SCALE: 5/4" = I'-O" 0E I ERAL I M50L <E I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu �-----{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL F-----i J 5TL. WHEN APPLICABLE) cu \ I c) NEW I-HR FIRE RATED �� W MIN. (2) 2"x4" STRUCTURAL V WOOD FRAME (L.G. 5TL. POST FOR 4" ALLS O Lo HHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 0 N POST FOR b" WALLS), U.O.N. _ � NEW 2-HR FIRE RATED , (D HOOD FRAME (L.G. 5TL. WHEN APPLICABLE) a cc :3 CV (2) 2"xl0 P.T. (2) 2"xl0" P.T. N C6 L--I_ DROPPED BM. L — L DROPPED BM. L - -I Q 0 O I � -j � I J - L — -1 - �3 — — L _ _ I DROPPED BM. L — L (2) PPE P.T. L -1U Q DROPPED BM. OF I U •— ( � � W m •.• •• •F - - - - - - - - - - - - - - - - - - - - - _ __ - - I DRAIN O 51-OPE ❑ • = MEGH. V J 0 x ROOM ( (J l ® iv 9b SQ.F.T F7 L — -1 L — -1 I- -1 (2) 11.8'15 2.OE G-P LVL 9 _ _ DROPPED GIRDER 11.5-15 2.0E 6-P L�_ �— L -1 DROPPED 61RDER L — L L — L I I�X I I I • I tc L -1 I ,- - - - - - - - - - - - -- I (3) I I.8-ts 2.OE 6-P LVL (3) I l b-15 2.OE 6-P LYL (3) I I.815 2.OE 6-P LYL (3) I I.8 T5 2.OE 6-P LVL DROPPED GIRDER — J DROPPED 61RDER I- — DROPPED 61RDER - — DROPPED 61RDER —__ — �� — — — — — — — — I (2) 2"xV' P.T. HDR �w (a,,, - - - - - - _ __ oa- - - - I v BASEMENT � I I— - — — — — — — — — — — -- — — — UNFINISHED iv O UNHEATED => n 0 z L - -I al 2 all (3) I I.8 75 2.OE G_P !�V (3) 11.8"15 2.0E f - 9 �— — (3) II.B-15 2.0E 2 GAR GARAGE I TI ��L DROPPED L _ L 61RD — DROPPED�- a —L_ —DRpPPED — :• ( SLAB ON GRADE ) I I I I I 61RDER � _ - 61RDER L _ 611;ZDER d I PROJECT: I . ••: I I I I I I I I � • I I • ' I I r. I I I I I na � I QI . NORTH FORK ESTATES — LOT 3 DAU LL ujtb to O ryl F.J ri o GRIFFING STREET _Q CUTCHOGUE, NY 11935 . I DRAWING TITLE: — _ — — , , — — I _ I I ( PROPOSED STRUCTURAL PLAN - - I I - - - - - - - i �• - - - - - - - - - - - - - - - - - - - -- I • � � � i Q I_ - - _ - _ • - - - � - - - - - - �� ° a L7 - - - - - - — — — — — — — — � Q ® A PAGE: IIQ n QII �I I - _ _ _ I� S-1.01000 2_'x10 P.T. PE, BM•• (� 2"xl0" P.T. DROPPED BM. L DATE: 07/13/22 13 OF 17 x' r� -D ARC Y tea .( P41 PJ,Q F OPOSED FOUNDATION STRUCTURAL FLAN Q 50ALE: 1/4" = I'-O" �9T 4 �OF t4 .. . (5ENEAL EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu 5TL. WHEN APPLICABLE) J 03 11 NEW I-HR FIRE RATED El MIN. (2) 2"x4" STRUCTURAL V cl� E N WOOD FRAME (L.G. STL_. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL_. WHEN APPLICABLE) a Z O .ccJ, � c :3 N O O +' C9 J` O 4-1 C N c>3 Lo Q 0 O WOOD DECK ^ ` 20"1 5Q.FT. W 1� T U — U - - - - -J m e HDR TRP.POST LVL HDR TRP,POST yy TO HDR. TO HDR. N U c A� 00 Q �!^ N VJ KITCHEN $ �/ U U 215 50.FT. v I" Q Q Qu z O 1-1 GREAT ROOM lip W 2,51 50.FT. �W WOL _ w GAS Q t-r F I REPLACE N (3) 11.5" LVL DROPPED 1 3 HDR.,b'HDR. HT. I ;0 x N TRP.POST TRP.P05T DBL. P05T TO HDR. TO HDR. To HDR. Q PAN. — — _ — —��5 x 11•b"f5�. _ 2 I.'15 x Il.b1 W <,j 15.7 _ - - - - DRP. HEADER_ LVL FLUSH HD = tu MUDROOM z O- •FT• ' M x_ I.8'I5 -75 50.FT. Q WLu VL HDR ° w �n O Li BENCH p �p DINING OOM p I4A 2 Sa.FMT II 'T/a" OPEN WEB ENGINEER TRU55 r Ila 5aff. v l F.J. ® Ib" O.G. N z DE516N BY MANUFACTURE d N N Ll x Z m iZ III Q fQ QtL Qr 0 0 w Q�W -71 � R QN R WQ O Y®� N Q w W �W W N Q z r 0 W.I.G. x 0 �Q O 56A 50.FT. Cp_ z tu GARAGE - �= II '1/b" OPEN WEB ENGINEER TRUSS -� 550.0 50.FT. F.J. ® Ib O.G. tu DESIGN BY MANUFACTURE ZOZ OO w-° (2) 11-el-M LVL FLUS I Q Q®� DBL. P05T tc TO HDR. 6 _ _ (2) 015" LVL FLUSH HDR. n I I I I - - — —1 PROJECT: (21 )I II.ai15 LVL FLUS DBL. P05T TO HDR. NORTH FORK � - - -1 - - - -1 ' I oN ESTATES - LOT 3 FOYER JOIST HANGER NOTE: 32-1.1 50.FT. PROVIDE HANCER5 TO ALL F.J. AT FLUSH BEDROOM HEADERS. 236.150.FT. G R I FFI N G STREET CUTCHOGUE, NY 11935 (2) 2"xa" n HALF- HDR f HDR II 'i/b" OPEN WEB ENGINEER TRU55 (2) Il.9,15_LVL HEADER \ I / _ (2) 1.b75JLL HEADER\ BATH 1 F.J. ® Ib o.G. 6 X DRAWING TITLE: - - - - 0 I 42 SQ.FT. DESIGN BY MANUFACTURE CP I (2) 2"xa" (2) 2"xa" 2 xa" PROPOSED STRUCTURAL PLAN (2) HDR WOOD HpR >7R PATIO 123.4 50.FT. PAGE: I-1-a - (5) 59. ' LVL GIRDER - - - S-102m00 DATE: 07/13/22 14 OF 17 a V- -D ARC'S/ N1. pB =ROFOSEI7 FIRST FLOOR ST�UGTU �� _ �� pal . N SCALE: 1/4" = I'-o" � 0.37A TF OF NV-4, (5ENERAL SN'1N�501- <ENr : _ EXISTING TO BE DEMOLISHED �--/-// NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu C6 STL. WHEN APPLICABLE) 11 M NEW I-HR FIRE RATED El P05T FOR E N MIN. (2) 2"x4" STRUCTURAL V WOOD FRAME L.G. STL. 4" WALLS Ln ( WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O b7 P05T FOR 6" WALLS), U.O.N. _ 76 O NEW 2-HR FIRE RATED C9 WOOD FRAME (L.O. STL. 00 � Z O WHEN APPLICABLE) .cu c\l O +� ' � 00 a-, CO -J N Lo Q 0 cu � O W (2) ZW5" HDR (2) 2"x&" HDR _r POST TO RABOVE U D m POST TO I RIDGE ABOVE 5EDROOM#2 BEDROOM#3 U 05b 50.FT. 255.6 SOFT. L- T"S1 I LJ J 2"x8" G.T. G.T. ® 16" O.G. 9 FEET ABOVE FF I I I I POST TO pliDSE ABOVE (2) �"x8" HDR (2) 21.x8" HDR (2) "x8" HDR W I.G (2) 2"x8" HDR I 33.8❑SQ.FT. I - I I GL ❑ _ LAUNDRY L 33.8 - � co(D) oc(�)) GL. 2"a 1 G.T. G.T. 6" O.G. I x q FEET ABOVE FF n n F I v BEDROOM#4 IL 260.q 50.FT. BATH#2 POSTRID ® d) ql.q 50.FT. POST TO FAMILY ROOM Q v ABOVE w n RA>EVE 22q.q SQ.FT. Iv (2) POST s POST TO P05T TO TO HEADER RIDGE RIDGE ABOVE ABOVE _ NEW 2 I.'i5"x11.8'15" 6.P,_ TRP.POST ` 2.OE LVL FLUSH HEADER Ia TO HDR. P05T TO NF- Q BONUS ROOM RABOVE (2) POST w FINISHED 4 - - - - I +_� — — — — — — INSULATED — — — — � TO HEADER � ITRIP.POST 25q.q 50.FT. ( ��/ U(^V `. TO HDR. BATH#3 104 SO.FT. 2"x8" G.T. Li.i 4 FEET ABOVE FF I Q (2) 2"x5" R " _ ( (2) 2"x8" HDR (2 2 x8 HDR (2 2 x8" HDR I PROJECT: POST TO I I NORTH FORK RIDGE (2) 2"x5" HDR (2) 2"x5" HDR ABOVE — (2) 2"x5" HDR (2) "�5" HDR (2 2"x8" HDR I ESTATES - LOT 3 I - - -------- L - - - - - - - - - - - - - - -, GRIFFING STREET L- - _ — _ - - _ _ _ — _ _ — ❑ CUTCHOGUE, NY 11935 DRAWING TITLE: PROPOSED STRUCTURAL PLAN PAGE: S-103m00 DATE: 07/13/22 15 OF 17 A. PROPOSED SEOONr7) FLOOR STRUCTURAL FLAN �11\ °-DARC� SCALE: 1/4" = P-O" -y7T 03,4 Cb �tJ� 4!�OF NC'� 0E `FERAL 5 I IN-150L E I : _ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT CL ii / HOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) In LLJ E----{ NEW WOOD FRAME (L.O. Yi FOUNDATION HALL J cc t � 5TL. WHEN APPLICABLE) `I M NEW I-HR FIRE RATED a MIN. (2) 2"x4" 5TRUCTURAL V a N WOOD FRAME (L.O. 51L. P05T FOR 4 HALLS WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL P05T FOR b" HALL5), U.O.N. NEW 2-HR FIRE RATED HOOD FRAME (L.O. 51'L. WHEN APPLICABLE) C Z O .cu i :3 CV O �' � O 4 C9 O CV cu Q O W O ALUM. I I DOWNSPOUT 4J DOWN TO I ' `I SPLASH GUARD U ® 6RADE 4"x5" ALUM. I I I (TYP) n ' DOWN5POUT m DOWN TO I I I 4 -, '�`-' DRYHELLS GRADE (TYP) 2" x 8" R.R. ® 16" O.G. 2" x 10" R.R. (y 2 x 10" R.R. 1 ® I6" O.G. ® 16" O.G. I U 4:12 PITCH 1 Q (n I a:12 PITCH I a:12 PITCH ( DOWNSPOUT DOWN TO SPLASH 6UARD ® GRADE a I (TYP) si nl i - - — — - - - - - -1 - - � 2" x 10" R.R. 2" x 10" R.R. I ® I6" O.G. / / 1 \ 12 PITCH Q 10:12_PIT la I I K \� � I� 1 / � 1 xILI v ° 41.5 �I NEW(2) I.is"x11.8'Is" O.P. 2.OE LVL RIDGE 1 I N I I �x 4"x3" ALUM. I I ® X L w DOWNP LLOUT I O DOWN TO (2) 2"xl2" RIDGE - N /,� SPLASH - - - - - — — O •ro U1 \ J I 1 ® _ --t I J ( O GUARD ® n A n 1 Q 9S J -x - 6RAVE (TYP) T JA =0 0 A Iry �p a, x N 2" x 10" R.R. 2" x lo" R.R. N = =CP - 0 / ® 16" O.G. O - N I ® Ib" O.G. L / I PROJECT: — - - - - * = i I2:1� PITCH I2:I2 PITS I l ® X I NORTH FORK o o N i I DBL LVL i I ESTATES - LOT 3 (1 70 p P05T TO ® _ xi RIDGE -x — — — — — — — — — — — I — — — — — — — — — — — — — — — - n p GRIFFING STREET 4"xV ALUM. DOWNSPOUT CUTCHOGUE, NY 11935 I DOWN TO ® N a` — — — — — — — — — — — — — — — — — SPLASH m I GRAADE(TYP) DRAWING TITLE: 4"xV ALUM. O A 8 DOHNSPouT PROPOSED STRUCTURAL PLAN DOHN TO SPLASH - B -H — — — — — — — — - 6UARD GRADE (TYP) 41Ix3" ALUM. 4"xV ALUM. DOWNSPOUT DOWNSPOUT DOM TO DOWN TO PAGE: SPLASH SPLASH GUARD ® GUTTER HIGH GUARD GRADE (TYP) POINT(TYP) &RAVE (TYP) S-104m00 DATE: 07/13/22 16 OF 17 D Ape44jy✓ d 6V" flA PROPOSED ROOF FRAMINO PLAN SCALE: 1/4" = P-0° cn� 037 � T�4 F N C•`� .J Q W W co J co E (V -� O L }' ( O O Z O cu . Y cu O O {_' (I -c O 4- 4-+ N � Q O W 4—J 70 U •- (1) D 4-J m U Q .- (a) 4"FRESH AIR VENT J I L THROUGH ROOF v v v <1 � a t I I I t I — I t BATHROOM 3 BATHROOM 2 2• _ LAUNDRY BATHROOM 2 BATHROOM 5 I �1 LAUNDRY NOTE: WORK MB FUEL LUM ur8ItJ6 a WORK SHALL CONFORM TO v LAUNDRY ALL 2• T__—_I— I I I I I I LOCAL PLUIN6 GODS $ SHALL CONFORM O PLUMBINO CODE a 2•I i I 1 1 4° 1 4° TO LOCAL p I I I I I I PROVIDE•ABE5G0 PP200 FR. pp I CJ I CJ I p z 2`I B I t 2' I B t $ I 12' I I EXPANDING FOAM•(OR EQUAL Y Q' ; I I � ; I ! � Y R1EL 6A5 3 I I I I AT ALL PENETRATIONS IN FIRE I ; V1Iv �� qRATED WAL.5 ARC) Iv W G. 4 xU = = W.G. 11 = siIV HOT WATER FLOORS/CEILINGS. PRODUCT ( io n .n I SHOI^!ER p� .n I I-.-----�SUPPLY PIPING PENETRATIONS, � i— i— !- � �' EJ�ANDIN6 EDAM•(oR EQUALIe Cy14" 14. 15�� rIlh GONFORMS TO ASTM E 814, �I :� � � \ iI- S��R I. PROVIDE'ABESGO FP200 FRI ASTM£84,AND UL 14Tq I t - �—=------ -- 1 --��----------------- 1�------- COLD WATER G.O. 3r 2 3' 2 t G.O. 6 .._.._.._..�y__- _.._ - ..®.._.._.._.._.._.._..__.._..___..�y_..- .._..- -.�.._._.._.._.. .� f- _ _ 5UPFLY AAND ELOORS/GT ALL ELIN65.AT WALLS 2.PRODUCT CONFORMS TO ASTM E HALF BATH BATHROOM I KITCHEN HALF PLUMeINc WORK HALF BATH BATHROOM I KITCHEN PROVIDE"'��"1200 f�2 814,ASTM E 84,AND UL 14T9 EXPANDING FOAM"(OR EQUAL SHALL CONFORM TO i t AT ALL PENETRATIONS IN FIRE _-r-- LOCAL PLUM BING GODS AHALLS AND _T_ I PLOOR5/GEILIN65. PRODUCT KITCHEN LIVINO 2• -_?-' 12" CONFORMS TO ASTM E 514, ROOM u 2• 2"-__--r— I CLEAN OUT g i QG i i i $ 2• -`_T B B I 12" 12" I AS READ �FH I �L^ ASTM E 84,AND UL 14R9 F 1 I7..5 PROVIDE F.A.I. 1-L I I `.[3� U V I I33��q� 94 VENT I I�; I FIREPLACE W W�. I *i I� w.G. W.G. 4 jJ u x 3 iv it i I-• I I 1-4" I ISHOINER I- " - I • I • I :� •I ! SHOWER jry ` ! r ry N I I TUB DwI I- I I- I I- I_ TUB 1 ® Dw RANGE m REGULATOR z G.O. 3' 3" 2 ----=-------=-- ---��---+�------- ----------- ---A ----------------� W .._.._.._.._ .._.-._ __. VE G.O. j ! P-., c 4 O 11 U 4"HOUSE MAIN DRAIN C•O• TO j I F ATERRMMAIN TO 6A5MAIN `- TO 5EFTIG I I SYSTEM jl Q II H � O� IRST SEC. Q 0 n; �• - fi1RN. PROJECT: NORTH FORK ESTATES - LOT 3 PLUMB 1 NO RISER - DRA I N / NASTE / VENT PLUME3 1 NO RISER - SUPPLY OAS R 1 SER - SUPPLY SCALE: NTS SCALE: NT5 GRIPPING STREET SCALE: NTS CUTCHOGUE, NY 11935 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-10 1.0 0 0 DATE: 07/13/22 17 OF 17 -0 ARC I \ al s 44 _LQ 4 t.