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Home My WebLink About48703-Z °F SOpryo�o Town of Southold * * P.O. Box 1179 53095 Main Rd COUN7v• Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45999 Date: 02/27/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 400 Griffing St Cutchogue,NY 11935 Sec/Block/Lot: 102.-5-9.10 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/07/2022 Pursuant to which Building Permit No. 48703 and dated: 01/06/2023 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, rear deck, outdoor shower and attached garage as applied for. The certificate is issued to: Susan Galligan Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-0981 11/15/2024 ELECTRICAL CERTIFICATE: 48703 12/06/2024 PLUMBERS CERTIFICATION: Chuck Sanders 11/19/2024 A oriz d Signature *OF Soo TOWN OF SOUTHOLD BUILDING DEPARTMENT ' o 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#: 48703 Date: 01/06/2023 Permission is hereby granted to: Susan S Galligan 400 Griffing St#954 Cutchogue, NY 11935 To: Construct a single-family dwelling as applied for per Planning and SCHD approvals.Am de en d-1? 02/225 to expand.proposed rear d"eck. Premises Located at: 400 Griffing St, Cutchogue, NY 11935 SCTM# 102.-5-9.10 Pursuant to application dated 09/07/2022 and approved by the Building Inspector. To expire on 07/07/2024. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , DRAINAGE, PLUMBING, ELECTRICAL- ROUGH, FIRE RESISTANT PENETRATION , FIRE RESISTENT CONSTRUCTION, INSULATION, ELECTRICAL- FINAL, FIRE SAFETY INSPECTION, FINAL, Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,273.60 CO-NEW DWELLING $50.00 ELECTRIC $310.00 Amendment Fee $218:66 Total $2,852.26 Building Inspector %FF0' TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o� 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#: 48703 Date: 1/6/2023 Permission is hereby granted to: Wyandanch RE Corp 1325 Locust Ave Bohemia, NY 11716 To: Construct a single family dwelling as applied for per Planning and SCHD approvals. At premises located at: 400 Griffing St., Cutchogue SCTIVI #473889 Sec/Block/Lot# 102.-5-9.10 Pursuant to application dated 9/7/2022 and approved by the Building Inspector. To expire on 7/7/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,273.60 CO-NEW DWELLING $50.00 Total: $2,323.60 Building Inspector pF SO(/Tyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Susan S Galligan Address: 400 Griffing St City: Cutchogue St: NY Zip: 11935 Building Permit#: 48703 section: 102 Block: 5 Lot: 9.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Puccio Electric License No:. 4806ME SITE DETAILS Office Use Only Indoor Basement W!, Service - Solar Outdoor 1st Floor fir+►`'. Pool Spa Renovation h' 2nd Floor ,+f Hot Tub F7 Generator 171 Survey Attic i Garage Battery Storage INVENTORY Service 1 ph Heat Duplec Recpt 73 Ceiling Fixtures 21 Bath Exhaust Fan Service 3 ph ( Hot Water Gas GFCI Recpt 2 Wall Fixtures 8 Smoke Detectors 5 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 60. CO Detectors Sub.Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt Gas Emergency Strobe, Heat Detectors 1 Disconnect Switches 43 4'LED Exit Fixtures Other Equipment: Fridge, Oven, Hood, DW, W/D Notes: House Inspector Signature: X Date: December 6, 2024 Sean Devlin Electrical Inspector sean.devlin(-)town.southold.ny.us 400GriffingStHouseElectric 4f/0 05. ry Town Hail Annex Ieiephone^(631)765-18Q2 M375'Main-Road �631j'-765=9 02, P:O Box.1179 !! Southold,NY 11971-095.9 DEC 2024 BUILDING DEPARTMENT ` ram, s TOWN.OF SOUTHOLD r T f s 1 CERTIFICAT:I0 1 Date' h..1%1!�--L .,. . . 1 Building.Permit No Owner: Plurriber:. l ........ . . ,..., (Please print) 1 I certify that the solder used m.the water supply system contains less than 2%1.0 of 1% lead. f� (Plum ers ignature): Sworn to before;me this. day of overn&,(-20,,214. dif cenf°A OP ep ° cy �iQ � a NotaryPublic,.�U County; o 1 Q,0 ago U� °n� 7� ♦°wry ,: °j�ceaeee 0 ee o0 ea►►°1°°° oF souryo�o f # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] UNDATION 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: fo vtl&041 ov,� , d IG DATE �' �7 INSPECTOR # # TOWN OF SOUTHOLD BllILDIN VE—P—T�. °`ycouMv,N�' 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 LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: , DATE $ INSPECTOR hO�aOF SOGTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. couMv��'' 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ UGH 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: vv . AlUk�lbyk Albwi ,Q rn —(,5 vwsow on-A�wwgm4� AAA - "�- - DATE D INSPECTOR oe souryolo ql 703 r r� d # TOWN OF SOUTHOLD BUILDIN DEPT. 14ourme�'' 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) [ J ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rlAa Who�� hou:sp, DATE �' l ' (93 INSPECTOR 11,11703 460 ar ^-W, 67— OF SO(/TyO� � # TOWN OF SOUTHOLD BUILD G DEPT. cou 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: elco/Lk cX 60x�5 wi4v no Fju-re-5 -. - D . DATE � 3 INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `yCrourm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/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 REM KS- U 'os) f S � qt&[ t5 C4) 1.-0 C rUVA V� "4 AOPWVVA/ I -- kt awlll b - , Oww'L a (( l Gv DATE Y INSPECTOR b * TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 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: AQv " -bobm VLV-N* - t 9 A0 S - DATE �I INSPECTOR - a0F 50U1y * TOWN OF OUTHOLD BUILDING DbUT °`ycourm N�'` 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: DATE C �Z_ INSPECTOR OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY cma Telephone:631 765-1938 ' www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 6,2024 James Rosenberg Wyandanch Real Estate Corporation 1325 Locust Avenue NOV ' 7 2024 Bohemia,NY 11716 au"Ing Department FOOT cFSu�trh�3�� Re: Grilling Street Revegetation Progress Report—Lot 4 Completed SCTM#1000-102.-5-9.10 400 Grilling Street, Cutchogue Dear Mr. Rosenberg: This letter is to notify you of the results of the site inspection of the property referenced above. On November 4,2024, at their work,session,the Planning Board reviewed the inspection of 400 Griffmg Street,the property referenced above,for compliance with the approved revegetation plan. The Board has found that the subject property, SCTM#1000-102.-5-9.10,otherwise known as Lot 4 of the Baxter Standard Subdivision,is now in compliance with the revegetation plan. If all other requirements of the Building Department have been met,they can issue the certificate of occupancy for this lot only. For Lots 1,2&3 (SCTM#1000-102.-5-9.7, 9.8 &9.9),the revegetation of all three must be completed prior to final inspection by the Planning Board as per our previous letter dated September 17,2024. Please notify us when completed so we can inspect those three remaining lots. Please feel free to contact the Planning Board office with any questions. Sincerely, Heather La7a AICP Town Planning Director cc: Michael J.Verity,Chief Building Inspector John Jarski,Deputy Chief Building Inspector Benjamin Johnson,Assistant Town Attorney Home Energy Rating Certificate Rating Date: 2023-08-16 Final Report Registry ID: 370811307 Ekotrope ID: b2JYYzkv HERS' • - • - Savings Your home's HERS score is a relative 411 Griffing Street performance score.The lower the number, Cutchogue, NY 11935 efficientthe more energy - . $ 2,740 Builder: 52learn more, visit www.hersindex.com *Relative to an average U.S.home Robert Fischer Your Home's Estimated,Energy Use: This.home meets or exceeds.the Use[MBtul. Annual Cost criteria,of the following:, Heating 63.9 $467 2020 New York ECCC Cooling' 1.9 $12% 2018-International Energy Conservation Code Hot Water 15.1 $76 Lights/Appliances '30.9 $1,862 service Charges $204 Generation(e.g.Solar) 0.0. $0 Total: 71 t.9 $2,738 IndexHome Feature summary: Rating Completed by: MaieEm . HomeTre:. Single family detached •uo Model: N/A Energy Rater. Michael Catalano fiaiscing u° Community: N/A RESNETID:02i0214. Homes `430 Conditioned Floor Area: 4;870ftz Rating Company: Green Guru LLC 1=0 .Number of Bedrooms: 4 12 Arbutus Court Reference.: iou Primary Heating System: Furnace•G41 s•,9.• UE 631-398-6906 Home Primary.Cooling.Sy"stem: Air Condctric 1 EER 90 Ratin Provider: RATERusa8o Residentat& iVa ral-6as-•0.6 � ergy 9 Primary Water Heating: Factor PO BOX 1280 6 HouseTightness: 1690:CFCH50) C 8S5-271-7872so-6 Ventilation: 90 CFM •.ERV ®ifiis Home Duct Leakage.toOutside: 5:CFM;@; 10 s0 Above Grade Walls: R-25 PN _ • ao Ceiling: Vaulted Roof,1142 Zero Energy i° WinaowType: U:-Value:0.3,SHGCc032 .Home G ' Foundation Walls: R-19 Michael Catalano,Certified'Energy Rater 61013nMU ` ' "n Framed Floor: JQA Digitally,signed:l 1/30/24.at 11106'AM Ekotrope • . . , .0.13527 Jb • • • — The EnergyRating D • •r this home is availablefrom the •• • • RatingProvider. IECC 2018 Performance Compliance Property Organization Inspection Status 400 Griffing Street Green Guru LLC 2023-08-16 Cutchogue,NY 11935 Michael Catalano Rater ID MTIN):0210214 RESNET Registered 0210214.218:400Griff ngStreet119315 Builder- (Confirmed) Robert Fischer Annual Energy Cost Design IECC 2018 Performance As Designed Heating $1,431 $11135 Cooling $211 $193- Water Heating $263 $263 Mechanical Ventilation $95 $39 SubTotal-Used to determine compliance _ - _-__ _ _:. � _ _$2:O00 y .._ �_ _ _ _ .: $1,530 Lights&Appliances WoutVentilation $1,432 $1,432 Onsite: eneration $0 $0 3A31- $3;062 R405.3 Source Energy Exception:The proposed home uses 25.8 MBtu LESS source energy than the reference home. Requirements The proposed house meets the IECC 201$'P.erformncea reference energy bill requnement' p R4053 'Performance-based compliance passes by 18596 by 369 21 S S MBtu_ Q, R402.4.1.2 Air LeakageTesting. Air sealing 1s 2.21 AG-1 at 50 Pa.it must not exceed 3.00 ACH at 50 Pa. R4025 Area weighted average fenestration SHGC Areaweiq, averagefenestrationSHGCis032The,maxirnum',allovredvalne`is[Pl0 Umd] R4025 Area weighted averagefenestration U-Factor R404.1 Lighting Equipment �. R403AI Mechanical Ventilation Efficacy ® R40334 UuctTesting Mandatory Checklist Mandatory code requiremenisthatarenotchecked 201aIECCMandatorychecklistmustbechockedascomplete. by Rotrope_must be met _ IRC W7 05AJ Mechanical Ventilation Rate R405:2 Duct Insulation All ducts outside the thermal envelope must be insulated to at least R6.0. Design,.exceeds requirements for-IECC 2018 Performance comb lance l y 1-8.5%. Asa3rd.party;extension of the codejurisdictionutiNingthese.reports$:certify that this energy code compliance document has been created in accordance with the requirements bfChapler 4-of the adopted International Energy conservation code based on SUFFOLK'County.If rating is Projected,1.certify that the'build!ng design described herein is consistent with the building plans, specifications,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 IECC have been installed to•meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Catalano Signature. C � Organization: Green Guru LLC Digitally signed: 11130/24_at 11:06 AM Ekotrope RATER`-Version 4.0.13527 IECC 2018 Performance compliance results calculated using Ekotrope RAIER's energy and code compliance algorithm. Ekotrope RATER is a RESNETAccredited HERS Rating Tool.All resultsare based on data entered by Ekotrope users. Ekotrope disclaims all liabilityforthe information shown an this report. P Lj 400 Griffleng -Stree Cutchogue, NY 11935 Builder:Robert Fischer THIS HOME IS CERTIFIED TO MEET THE NEWYORK ECCC 2020 ` 4 ENERGY CODE Building Features Ceiling Vaulted.Roof,R-42 Duct Supply R-8.0,Return R-8.0 r Above Grade Wells R-25 Duct Leakage to Outside 5 CFM @ 2513a(0.1/100.ft) It f Foundation Walls R-1 9 Total Duct Leakage 85 CFM @ 25Pa,(Post-Construction) } Framed-Floor N/A Heating Furnace•Natural Gas•95 AFUE Slab R-O:O Perimeter,R-0.0 Under Cooling Air Conditioner•Electric•1,6SEER 4 Infiltration 1690�CFM50:(2:21 ACHSO) Water Heating Residential Water Heater•Natural Gas•0.68 Energy E. Factor 3 Window U-Value:0:3,SHGC:6.32 i Asa 3rd party.extension of the code jurisdiction.citilmng these reports,I certify that this'energy code compliance,document has been created inaccordance with the requirements of Chapter 4 of the adopted Intemationel Energy,ConseiVation Code.based on Su0dLK County.if rating Is Projected,I certify that the building"design desuibed herein is consistent with the building plans,specifications, and'other calculations submtted with.the permit application.if rating is Confirmed,I certify that address referenced above has been inspected/tested and that the mandatory provisions ofthe IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. x { /Name: Michael Catalano Signature: f" 3 Organization: 'Green Guru LLC Digitally signed: 11/30/24 at 11:06 AM a. r Ekotrope RATER-Version 4:0.13521 New York ECCC 2020 certificate'compliance results caiculated using Elmtiope RATER's energyand code eompliance algorithin,,iriduding appropriate amendments Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users.' j Ekotrbpedisdaimsall liability.forthe information shown onthis.report: i Energy Code 1.nspetto_ n Checklist Property Organization Inspection Status 400 Griffing Street Green Guru LLC 2023-08-16 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):02102,14 RESNET Registered 021:021-4.218:400Griffin95treetl1935 Builder (Confirmed) Robert Fischer General Building Information Conditioned Area(sq ft) 4;870 Conditioned Volume,(cubic ft) 45,982 Insulated.Shell Area(sq ft) 91101 The building energy model in Ekotrope reflects the building assemblies and energy features'listedi below.Sometimes energy features Will change in,the field from'.What.has beenmodel'ed..The inspection process should identify anychanges and ensure thatthe'home continues.to meet the-applicable energy code. Slab Name:Slab(1,146 sf.,1355 ft:exterior,perimeter) R-0 perimeter insulation,R-0 under slab insulation. Name:B-Slab under garage(227 sf.;72.1'ft..e)detiorperimeter):. R=0 perimeter insulation,R-0 under slab insulation. Framed Floor None Present foundation Wall Name:FDW(Exterior Perimeter[ft]:194,Height Above Grade[ft]:.1,Depth Below Grade[ft]:7) R-19 con tinuous_insulation,'R-0 cavity insulation Insulation Grade:I Fully insulated..(top to bottom) Name:.FDW(Exterior Perimeter[ftj:20,Height-Above.Grade[ft 1,Depth Below Grade[ft):7) R-19 continuous insulation,R-0 cavity insulation Insulation Grade:I Fully insulated.-topto bottom) Above Grade Wall Name:Walls(3,120 s.f.) R-0 continuous insulation,R-24:5 cavity insulation Insulation Grade:I 1 Energy Code.Inspection.Checklist Property Organization Inspection.Status 400 Griffing Street Green Guru LLC 2023708-16 Cutchogue,NY 11935 `Michael Catalano Rater ID(RTIK.0210214 RESNEf Registered 02102-14.218.400GriffingStreet11935- Builder- (Confirmed) Robert Fischer Name:Walls to Garage(182 s.f.) R-0 continuous.insulation,R-24.5 cavity insulation Insulation.Grade:I Rim Joist. Name:Rimao.garage(20-sf.) R:25.60 Name:.Rim(194&Q. R:25.00 ceiling!Roof E3 Name:Ceiling (2,500 s.f.) R-0 continuous insulation,R-42 cavity insulation insulation Grade:) Opaque Door Name:Front Door(2451.) lt:4.46 Name:Garage Door(24-s.f.) R:4.40 Name:Double Slider(34 s.f.). R:4.40 Glazing. Name:W1 (19.4 s.f.), U:0300, SHGC:0.32,-.Orientation:SOUTH Name:W1 (19.4s f.),. U:0300; SHGC,0.32, Orientation:SOUTH Name:W2(7.5 s:f.), U:0.300, SHGC:0.32, Orientation:SOUTH .2 Name:W1 (19.4.s.f.), U:0 300 . SHGC:0.32, Orientation:SOUTH Energy Code Inspection Checklist Property Organization Inspection Status 400 Grilling Street Green Guru LLC 2023-08-16 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 021.02.14.218.4000riffingStreet11935 Builder (Confirmed) Robert Fischer Name:W1 (19.4_sf.), U:0300, SHGC:0.32, Orientation:SOUTH Name:W1 (19.4s f.), U:0300, SHGC:'0.32, Orientation:SOUTH Name:W1 (19.4-s.f.), U:0300, SHGC:0.32, Orientation:SOUTH NameW1 (19.4sf.), U:0300, SHGC:0.32, Orientation:SOUTH Name.W1 (19.4 s.f), U:0300, SHGC:0.32, Orientation:SOUTH Name:W1 (19.4 s.f.), U:0.300, SHGC:0.32, Orientation:SOUTH Name:Front Door(295 sf.), U:0.300, SHGC:0.32, Orientation:SOUTH Name:W3(11 s.f.), U:0.300, SHGC:0.32, Orientation:EAST El Name:W3(11 s.f), U:0300, SHGC:0.32, Orientation:EAST Name:W1 (19.4 sf.), U:0300, SHGC:0.32, Orientation:EAST Name:W1 (19.4:s.f.), U:0300, SHGC:0.32, Orientation:EAST El Name:W4(9.6&Q, U:.0300, SHGC:0.32, Orientation:NORTH Narne:W4.(9.6 s.f.), U:0.300, SHGC:0.32, Orientation:NORTH Name.W1 (19.4 s f.), U:0300, SHGC:0.32, Orientation:NORTH Name:W1 (19.4 s.f.), U:0300, SHGC:0.32, Orientation:NORTH Name:W2(7.5 s:f.), U:0300, SHGC:0.32, .Orientation:NORTH Name:W1 (19.4 s.f.), U:0300, SHGC:0.32, Orientation:NORTH 3 Energy Code:Inspection Checklist. Property Organization Inspection.Status 400 Griffing Street Green Guru LLC 2023=08-16. Cutchogue;NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNEf Registered 0210214.21.8A00GriffingStreet11935 Builder (Confirmed) Robertfischer Name:W1 (19A s.f.),- U:0300, SHGC:032, Orientation:NORTH Name:W1 (19A s.f.), U:0.300, SHGC:0.'321 Orientation:NORTH Name:W1.(19.4 s.f.), U:,0300, SHGC:032, Orientation:NORTH Name:W1 (19.4 s.f.), U:0.300, SHGC:0.32, Orientation:NORTH Name:Rear'Slider(90.1 s.f.), .Ui 0300, SHGC:0.32, Orientation:NORTH Name:W1.(19A s.f.), U:030% SHGC:0.32, :Orientation:NORTH Name:W5(15.9 s.f.), U:030.0, SHGC:032; Orientation:NORTH Name:W6(20.8!U), U:0.300, SHGC:6.32, Orientation:WEST Name:W1.(19A.s f,.), (j:0.300, SHGC::0.32; :Orientation:WEST Name:W1 (19A s.f.), U:0300, SHGC:0.32, Orientation:WEST Name.:W1.09.4:s.f.), U:0.300, SH45C:0.32,. Orientation:WEST Name:W7(11.9 s.f.), :U:0.300, SHGC:0.32; Orientation:WEST Name:W7(11.9 s.f.), U:0300, SHGC:0.32, Orientation:WEST Name:W8(7.6 s:f.), U:0300, . SHGC:0.32, Orientation:WEST Skylight None Present Mechanical Ventilation, 4 Energy Code.inspection, Checklist Property Organization Inspection Status 400 Griffing Street Green Guru LLC 2023-08 16 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 021:0214.218.4000riffingStreet11.935 Builder. (Confirmed) Robert Fischer Mechanical-ventilation system rated for,and capable of,providing.continuous ventilation. System shall include automatic timing controls. System type:ERV,24 hrs/day,25.5 Watts Mechanical Equipment Fuel-fired air distribution(1)•Natural Gas-100g'o Heating Load @ 95 AFUE Air conditioner :Electric 100%Cooling Load @ 16 SEER Water Heating •Natural Gas•10046 Hot Water Load @ 0.68 Energy Factor Air Leakage Control El Test Status:Blower-door tested House is air-sealed as to achieve 1,690 CFM50.(2.21 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. 2612 IECC Infiltration limit forthe design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50.- 20181ECC Infiltration limit forthedesign home is 3 ACH50: 2021 IECC Infiltration limit for the.design'hom.e is 5 ACH50. Duct Leakage Duet System 1 All ducts and.equipment within conditioned space Leakage to Outside specified as:5 CFM @ 2513a.(0.1/100AZ) Total.Leakage specified.as:,85 CFM @ 25Pa(Post-Construction) 5 Energy Code.Inspection.CheekRit Property organization inspection:Status 400 Griffing Street GreenGuru.LLC 2023-08 16 Cutchogue,NY 11935 Michael Catalano Rater_ID(RTIN):.0210214 RESNET Registered 0210214:218:400GriffingStreet11935, Builder. (Confirmed) Robert Fischer Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test:Duct Leakage to Outdoors<_—8 CFM25 1100 sq ft CFA.. RoughinTest,wthAHU:Total Duct,Leakage<=6CM2 F5,/1.UOsq:ft:CFA.. Rough inTest without AHU:Total Duct Leakage-<=4CFM25./'100 sg ft:CFA: 2012 IECC Mandatory,2015,2018,&1021 IECC Prescriptive;Paths: Postconstructiori LeakageTesbTotal Duct Leakage<=4.CFM25/100 sq:ft CFA. Rough in Test with AH.U;Total Duct Leakage:<=4 CFM25/100sq ftCFA. Rough'in Test without.AHU:.Total Duct Leakage<=3-CFM25/100 sq ft_CFA.. .Note:-IECC 2021 requires Total.Duct Leakage<=.8 CFM25/.100.sq ft"CFA:wHen all ducts. and.airhandlers are within the building thermal envelope. 2015 and 20181ECCPerformance Paths(Cost Compliance): Leakage testing is required UNLESS.all ducts and air`handJers are located entirely within the therinal envelope: There is no pass/fail threshold for duct leakage on the performance path: Project Notes 6. Building Summary Property organization Inspection Status 400 Grilling Street Green Guru LLC 2023-08-16 CutchoguP-NY 11935 Michael Catalano Rater ID WIN):0210214 RESNET Registered(Confirmed) 0210214.218A00GriffingStreet11935 Builder Robed Fischer General Building Information NumberOf Bedrooms _ 4:' Number Of Floors 2 Conditioned'-Floor-Area;[s9•ft7_ _. _ Has ElectricVehicle Ready Space _ _ No Unconditioned,attached garage?__ _— _ _ _Yes Conditioned Volume[cu.ILl _ 45,982. —.- ResidenceType _. Single family detached- Number cif Floorsin.Buildings�._ __ __ Floor Number - Model Community RESNET/IECC20062018Qimate'Zone 4A IECC 2021 Climate Zone 4A Foundation all x Name Library7ype HeightAbaveGrade D'epth Below Grade Perimeter Location Enclosing FDW,', R-190raped,FuQ 4: "7t 1941, ; E*,6sed Exterior Conditioned Space FDW; R-19:Draped,Full 1, 7, 20? Exposed Exterior Conditioned Space Foundation IN Library Name Feet FromWARTbp To Feel FromWallTopTo ishillyinsulated Continuousli-value CavityR-value Effective Insulation R- ContinuousInsulation Continuous Insulation value Top Bottom R-19 Draped Full% '! NIA` WA Yes 19.00t WA, WA IS Name Libr2ry7yipe Perimeter Floor Grade Carpetit Exposed Masonry Surface Area Location:.� Enclosing Area B-Slabundergarage� junintilated; 72.1' eelow'Gade, 1.231 0' 227.0 ft' Exposed Exterior Conditioned space Slab= UNnsulated 1355* Below Glade; 1 23` Al1.146A it' Exposed Exterior Conditioned Space i Bui(din.g Summary Property organization Inspeelion5tatus' 400Gtiffing Street Green GuW LLC' 2023-08 16 Cutchogue,NY 11935 Mlchiel Catalano: :Ratdr ID(RT1Ni0210214 RESNEf Registered,(Corifirmed) 0210214.218A00C4iffing5treet11935 Builder Robert Fischer Slab Library List Name Wall Construction' Slab completely Underslab . Perimeter .Perimeter Perimeter.. Thermal Break. Effective R value type Insulated? Insulationvvidth Insulation Depth InsulationRYalue Insulationis Rl Rl Exterior Uninsulatedi. Wood Frame No 0, 0, �0' Yes No, 0.00 other, MEloor None Present' Framed Floor Library List None Present Rim,oist Name Libraryrype SurfaoeArea -. tbcation Rim, R.29• 1940'ft= Fxposed;Fxtdiior Rim to garage R25! 20.o fe• Exposed Exterior,•- Rim Joist Library List Name Effective.Insulation R-value R 25:. 25.00 Wall Name Libr�y7ype surfaeeeotoi, Solar Abso rptan : Surface Area Lacallon Walls: R-24 Medium: 0.75, 3.120.0 fe . Exposed Exterior Walls to Garage• R24 :Medium, -0:75 182.0it2- Unconditioned,attached' garage, Building Summary Property Organization Inspection Status 400 Griiffing Street' Green Guru LLC 2023=08-16. Cutchogue,NY 11935 Michael Catalano Rater ID(Ri1Nh 0210214 RESNET Registered(Confirmed) 0210214.218.400GriffingStreet71935 Builder Robert Fischer rMt-24 ame Effective R.value 15192 Glazing $ �T Nome - Library7ype Walt Foundation Waq tsCper3lile- Overhang. Overhang FtTo'Overhang FtTo " Orientation: SurfaceArea -Assignment Assignment Depth: Top' Bottom Front Door" Wo6dDH3032 Walls. Yes' "5.7, 65 7.6 'South 29Sft Rear Slider; 'WoodDH.3032'.. Waits, Yes 05' '229 30.6 _ North 90.1 f W1, :Woodbk';3bJi Walls Yes' O5 4 9.8 South 19Afe W1, Wood DH 30.32t dNalls,, Yes' O.S 4 9:8 South 19.4 fe W1; "WoodDH3032 Waits. Yes 05 10.7 165 'South 19Afe W t 'Wood DH.303i Walls' Yes OS 63 12.2 South 19Afe W1, WoodDH:303i' Walls, Yes' 05, 05- 6.3 South 14Aft Wt, WoodbH.3042 1Nalfs`, Yes' O5 03 .6.3 South 19Afe W9 WaodDH3D32 Waits' Yes 03 us 63 South. 194fP Wl''.,WoodbN:3032 Walls' Yes'.. O5, 139 19.8 South 19Aft' I WI `WoodOH30,32 Wails• Yes, 05 139 19.8 South 19Afe Wl, -WoodbH3032 Walk Yes' O5, 15 2.0.8 East 19Afe Wt ;Wood DH 30 32: walk" Yes O-5 15 48 East 19A W W1 "wood•l)H3032 1Nalts Yes 015 12.8 18.7 North 19.4,fe WV.Wood DH30 32; Walls• Yes. 05•_ 128 18.7 North 19Afe W1 j,Wood DH.3032 Waits-, Yes: 0.5 12A 18.7 North. .19Afe W1 ;WoadDH30:32 Wails v Yesj OS, 12:8 i8:7. North 19Aft' Wi Wood'DIi 3032 Walls Yes' O5, 105.. 16.3 North . 19Afe W1;,1NoodbW30.32' Walls° Yes 05. 105 163. North 19Afe i WI .Wood D430.32' Walls= Yes' 05� 105 163 North 10.4 fe W1'.-Woodbk.3032; Waits Yes` 05 105 163 North 19Afe 3 Building Summary Prop'rrty Organization Inspection status 400 Grrffiog Street GreenGuru'LLC, 2023-08-16 . Cutchogue,NY 11035 Michael:t atalano Rater ID(RTII 0210214 RESN ETRegisEeied,(Confirmed) 0210214.218A00Gdffing3treetl1935 Builder Robert Fischer Name Librarylype. Wall_ bundationWaO is Operable.. :Overlian�g Overhang-El7b •OperhangF T*- Orientation •SurfaceArea Assignment Assignment zpng TOP gattoih W1.: Wood DH 30.32; Walls Yes, OS 0.5 63 West 19Afe W1 'WoadQH,3032' Walls; Yes. OS - 6i3 West 19Aft° WY; Wood:DH30.32t Wall; Yes' 05 05 fi3 Wit 19Afe W2: WoodDM.30i32! Walls. Yes' 05 35 6.4. South 75fi W2; Wood DH:3032. Wallsr Yes 05, '18 c8 North 7-W W3, WoodOH.303i Wails Yes O5; SA 9 East 11Afe W3•' WaodDH3032j Walls;,: Yes 05. SA` 9 East; 1TAfe W4; WOod DH30.32{ Wails; Yes 05`• 05 4.1 North. - 9.6fe W4, .WoodDH3037 Walls` Yes; O5` OS 41 North 96111= W5; Woad,DHJd.Lp, Walls, Yes, - OS 0.5 4.8. North 15.9fe W6 ;WoodDH:30:32; Walls': Yes, OS; 05, 48 West 20:8fe . W7' Wood 6H3032` Walls .: Yes 60543 8.7 West. 11.9 ft' W7' -W6odD00{32; Walls: Yes` 05 43. 87 West 11.9fe W8 1400dbH30:32, Walls: - Yes; 05. . 103 145 . : -West 7.6fe. • Glazi`ng:Library List. Name Sh'gc" U-factor, Wood DH3032; 032; 0.900 5lcylight None.Present: ��k�ffig�ht brary List None.Present 4 1 Building Sumrmary Property organization Inspection Status 400 Grilling Street Green Guru LLC 2023-08-16 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNETRegktered(Confirmed) 0210214.218.400GriffingStreetl1935 Builder Robert Fischer �Dpaque Door �., Name Library7ype Wall Assignment Foundation Wall Emittance Solar Absorptance so ceColor Surface Area Location Assignment Double Slider- Steel-urthw/brk Walls 0.9 0.75 Medium 34.6ft Exposed Exterior Front Door; Steel,;urth.w/brk 'Walls• 0.9., _ 0.75- Medium 24.0 f Exposed.Fxterior Garage Door, ;5teel=urth;wlbrk WalktoGarage; 0.91 075 Medium 24.0fe Unconditioned, attached garage Opaque Door Library List -'Name Effeebve R,value Steel-urfh_w/bW •4Ad =10811:01=8n Name Library Attic Clayor 'Doestfie' Roof slope Ceiling EaveHeigght Eave Surface Solar Surface Location Type Exterior Concrete Roofhav® Framing `n.] Length[in.] Color Absorptance Area Area'(ft2l Roofilles Eaves? "eight On.] Ceiling 'g=42,; 250W No; No 'WA WA WA WA. Medium 0.75 Z5oo o fe vaulted Roof Vaulted Roof insulation Library List Name Has Radiant Barrier Effective R-value R-4Z Vaulted; No; 30247 Whale House Infiltration ' Infiltration MeasurementIl"M ShelterCiass 1690 CFM at 50 Pa Blower-doortested] 2 5 . Building Summary- Property Organization Inspection status 406 Grilling Street Green Guru LLC 2023-08-16 Cutchogue,W 11935 Mkhael Catalano' Rater lD_UMNi-0210214 RESN Ef Registered;[Confirmed) 0210214.218.400Griffing5treet11935 Builder Robert Fischer Mechanical Ventilation Veritilationrype Ventilationf [ft'! Operationalhours '. Fan Watts Runsonceevery EnergyReoavery Model Number Manufacturer Minute? . Perday' three hours. Percent ERV, : . 90 CFM' 24- 255 Watts' Yes 65'. . Lighting %brteriorFluorescent %Interior LED Lighting %EzteriorFluoreseent %Exterior LED Lighting %.Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 : . 100- 0. 700. 0. 100, . . nsite Generation None Present.. . Onsite Generation Library List None Present Solar Generation None Present' Dehumidifier None Present, Dehumidifier Library List None Presem 6. . Building Summary Property organisation. Inspection Status 400 Griffing Street Green Guru LLC 2023-0846 Cutchogu%NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered(Confirmed) 0210214.21 SAOOGriffingStreetl 1935 Builder Robert Fischer Whole House Fan- , None Present Whole Hou=Fanary List None Present �i conditioning Equipment Name Libmrylype Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Load Location Air conditioner 165EERAk42bn, 0,16 10OW 016 Conditioned Space Fuel-fired air distribution. . .95AFUEGas`fum54, 10014' 0%;- 696 Conditioned Space Q)': Water Heating 48ga1.0:68EFGas 096 0%; 1009ii' Conditioned Space Equi�mentTypla:165EER A/C ton .EquipmentType-__-_•---� --- __._- --• XrConditioner- _- Fuel Type Electric D15tnbutlanType Forced A! Mo6r_T e _ ECM(Variable Speed) __ y Meat_PumpSystemType. ^_._ Cooling Efficiency. J 16 SEER _ rEen ment =110,69EFGas n T pe_ ResidentialWater Heater Natural GasonTypr Efficiency 068EnergyFactor aCity{ __ ......- rCapacityEffidency_;,_ _ ._-- - - -�_._ 0-80- 7 B-wilding Summary, Property Organization Inspection status 400 Griffing Street Green GWu LLC 2023-08 1 b . Cutchogue,NY11935 Mf haeiCata)ano Raterib(R-rk:0210214 KESNETRegistered;(Confirmed) 0210214.218.4000riffingStreett 1935 Builder Robert ischer Equipment Types 95AFUE Gas l:urn54 EguipmentType_ ___•-_-_______ _ ___ Fumace Fuel Type Natural Gas DI_stributianT.ype_----. '-----_ Forced Air pucfless - _•_ — MotorType -� -- - !- ECM(VanableSpeed) Heating Effidency_,__ __ 95 AFUE- Heating Capacity Wu/h] - - - - --^54 ----- — - -- -- - ' USe:defaulY EAE _ No _ EAE Whj- -. -- 2,. Distribution System DistriliutionType ".-- --_-_ -- Heating Equipment Fuel-fired air distribution(1) Cooling Equipment _ __ _ Air conditioner Sq`FeetServed = 4,870. - Retum Grilles Supply Duct RValue �8 Return DuetRValue Supply Duct Area[fe] --1314.9 Return DuctArea _ ._-_ 2435 Leakage to Outdoors 5 CFM @ 25Pa:(01/100 it) Total Leatcage---- .85 CFM25 Total Leakage DuctTest conditions .Post-Construction- -- •----- —.--__.______.__ M_ duct l: - — Dudlocation - - - Conc!Cb ned5pace_-- -•--_-_ _ -- --- - - -____ _i Percent Supply Area r 100 Percent Retum Area--.____T -100 DuctLocaUon. _._ _ _ Conditioned 'Percent.__pPYArea Su I_, 0 ` . _.. -- - . 0erc eh-tReturmArea. - ...___,__... 67 ._._ putt 3 Ducttocation -_ _y - Conditioned Space Percent Supply Area .0. Percent 0 - _DuctLomtion ConditionedSpace __ - Percent Supply"Area 0 -- Duct 5 . Duct LooUon" _ -_ --__ _. _ _ Conditioned Space Percent Supply Area 0 Percent Retum*ea ti . Duct 6 7:-_ Condit�oneri Space_ Percent SuppiyArea 0 Percent Retum Area 0 HUAC Grading HVACCradingNotCaridueted____•_ - - 8 Building Summary Prop" organization Inspection Status 400 Gr'rf8ng Street Green Guru LLC 2023-08-16 Cutchogue,NY 11935 M(chael Catalano Rater IQ(FMN:0210214 RESNET Registered(Confirmed) 0210214.218A00GriffingStreet11935 Builder Robert Fischer C�eiling Fan Water Distribution WaterFbd:q a YPe� ,--Standard'-._ _ __- -------- — �__ Use Default Hot Water Pipe Length ___ ._ .-._ O Hot Water PipeLen9t1?Lftl AY LeastR3PipeInsulation? Yes Hot Water Rectrcula_Uon Drain Water Heat Recovery.? _ - -' No Clothes Dryer FuelType Electric Feld Utifizatton _.__�_._.__�-___.__...__._...._MoistureSensingy�„__:_-_...�_____.___-.__s..__� �'.• IS Outside Conditoned Space — No Qothes D,ryerAv_aitable ��_�..__.__._—.__:__..�.�Y?s �---`�_. ��• ` DefaultsType Custom Clothes Washe Label Energy ng_ Annual Gas Cost. _$12.06 EleetrtcRa_te �___ __ _'$012/IcWh JGas Rate ` $1.09frherm Imef 2.06 -Defaultsfy1 p LoadType Front-load Is Outside Conditioned Space Yes Qishwashe DishwasherUefaultsTypey ____.. _ __ Custom., ~- Dishwasher Size Standard Ojshwashe[ 46739130435 Annual Gas Cost $33.12 $o72/k1Nh Gas Rate _ _ $1.09/Therm Is Outside'Conditione_d Space v_ Dishwasher Available Yes 9 Building Su'ummary Property Organization Inspection5tatus 4WGriffing Street GreenGuiu LLC 2023-0846 . Cutchogue,WY 11935 Michael Catalano Rater ID(RT1M:0210214 RESNETRegistered(Confirmed) 0210214.218.400Griffing5treet11935 Builder Robert Fischer • Appliances and Controls Programmabletherm_ostat? Range/Oven Fuel Natural Gas ConvectionOv_en7_ _ Yes_ Induction Ranger _' __ - _ Yes Range/Oven'OutsldeConditioned_Space2 No Refrigerator Consumption — 691 kWh/Year " Refrigerator Outside Conditioned,Spaced No Notes 10 Manual S Compliance Report Job: 0210214.218D.Lot#4Griffin... � Date: Jul 19,2022 LowerAH ey: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For. Lot#4 Griffing Street,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 14882 Btuh Entering coil DB: 77.1°F Outdoor design WB: 71.7°F Latent gain: 1750 Btuh Entering coil WB: 63.2*F Indoor design DB: 75.0°F Total gain: 16632 Btuh IndoorRH: 50% Estimated airflow: 767 dim Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Lennox Model: EL18XCV-024-230A**+C35-18/24A Actual airflow: 767 cfm Sensible capacity: 16100 Btuh 108%of load Latent capacity: 6900 Btuh 394%of load Total capacity: 23000 Btuh 138%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 25688 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: NAVIEN,INC. Model: NCB-240/130H Actual airflow: 767 cf1m Output capacity: 120000 Btuh 467%of load Meets all requirements ofACCA Manual S. Wri2022-Jul-25 13:53:36 ,;,,,;, .. ,.,,_,,,.,,_,,,,.,,,-,,, Right-SuiteO Universal 2022 22.0.03 RSU26941 Page 1 ...orkEstates-lot#4-bobUot#4NorthforkEstates.rup Calc=MJ8 FrontDoorfaces:N Manual S Compliance Report Job: 0210214.218D.LoWGriffin... N Date: Jul 19,2022 ,irUpperA.H.Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project Information For: Lot#4 Griffing Street,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.97 Sensible gain: 17456 Btuh Entering coil DB: 77.3°F Outdoor design WB: 71.7'F Latent gain: 3666 Btuh Entering coil WB: 63.97 Indoor design DB: 75.0°F Total gain: 21122 Btuh Indoor RH: 50% Estimated airflow: 840 ch Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Lennox Model: XC16-024-230A**+L*19/36U9 Actual airflow. 840 clm Sensible capacity: 17640 Btuh 101%of load Latent capacity: 7560 Btuh 206%of load Total capacity: 25200 Btuh 119%ofload SHR: 70% HeatingEqpi'pment Design Conditions Outdoor design DB: 15.37 Heat loss: 21358 Btuh Entering coil DB: 65.8°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: NAVIEN,INC. Model: NCB-240/130H Actual airflow: 840 cfm Output capacity: 120000 Btuh 562%of load Meets all requirements ofACCA Manual S. tr EaIYV €t 2022-Jul-25 13:53:36 a,-„ p` Right-Suite®Universal 2022 22.0.03 RSU26941 Page 2 Ay—'Ck ...ork Estates-lot#4-bobVotft4NorthforkEstates.rup Calc=NUB Front Door faces:N Load Short Form Job: 0210214.218D.Lot#4Griffin... Date: Jul 19,2022 Entire House By: rt Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,W11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project Information For: Lot#4 Griffing Street,Cutchogue,NY 11935 Design, • • Htg Clg Infiltration Outside db(°F) 15 85 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/3 Design TD(°F) 53 10 Pressure/ACH/AVF 50 Pa/3.0/1993 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfrn Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF OF) (Btuh) (Btuh) (cfm) (cfm) UpperA.H. 1848 19322 15367 840 840 LowerAH 2930 25688 13176 767 767 Entire House 4778 45009 28543 1607 1607 Other equip loads 2036 383 Equip.@ 0.90 RSM 26004 Latent cooling 3928 TOTALS 4778 47045 29932 1607 1607 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. V� q4b $° 2022-Jul-2513:53:36 .. .......,.,.....�,...,., Right-Suite®Universal 2022 22.0.03 RSU26941 Page 1 flh . ...orkEstatesloW4-bobVot#4NorthforkEstates.rup Calc=MJ8 Front Door faces:N Load Short Form Job: 0210214.218D.Lo&4Griffin... Date: Jul 19,2022 ,- LowerAH By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: Lot#4 Griffing Street,Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 15 85 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/3 Design TD(°F) 53 10 Pressure/AVF 50 Pa/1455 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Lennox Trade NAVIEN Trade LENNOX Model NCB-240/130H Cond EL18XCV-024-230A*" AHRI ref 205400818 Coil C35-18/24A AHRI ref 206218199 Efficiency 95AFUE Efficiency 12.2 EER,16 SEER Heating input 130000 Btuh Sensible cooling 16100 Btuh Heating output 120000 Btuh Latentcooling 6900 Btuh Temperature rise 143 °F Total cooling 23000 Btuh Actual airflow 767 cfm Actual airflow 767 cfm Airflowfactor 0.030 cfm/Btuh Airflowfactor 0.058 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh)- (crm) (cfm) Mech.Rm. 54 0 0 0 0 Stair 1 54 0 0 0 0 Living Rm. 792 9537 7300 285 425 Pantry 36 369 69 11 4 Stair 2 54 0 0 0 0 Bed 210 2653 3371 79 196 Bath 2 45 417 308 12 18 CI.7 30 0 0 0 0 Foyer 248 1823 516 54 30 Cl.1 21 0 0 0 0 Bath 1 35 0 0 0 0 Room2 1351 10888 1612 325 94 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ° wayrk8,,*}htsQft- 2022-Jul-2513:53:36 „11..w..„.„-,.,,,,,,'.,,-1 Right-Suite@O Universal 2022 22.0.03 RSU26941 Page 2 ACCX ...orkEstates-lotk4-bobVot#4NorthforkEstates.rup Calc=MJ8 FrontDoorhaces:N LowerAH 2930 25688 13176 767 767 Other equip loads 0 1707 Equip.@ 0.90 RSM 13379 Latent cooling 1750 TOTALS 2930 25688 15129 767 767 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ..t�aRi.M. 9 ,*9"Cl,+ �l"91t,s¢DSe, 2022-Jul-25 13:53:36 Right Suite(D Universal 2022 22.O.03 RSU26941 Page 3 ACGX orkEstates4oW4-bob4ot#4NorthforkEstates.rup CaIc=MJ8 FrontDoorfaces:N Load Short Form Job: 0210214.218D.Lot#4Griffin... Date: Jul 19,2022 Upper A.H. By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,W11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project1 • For: Lot94 Griffing Street,Cutchogue,NY 11935 Design In-formation Htg Clg Infiltration Outside db(OF) 15 85 Method Blower door Inside db(OF) 68 75 Shielding/stories 3(partial)/3 Design TD(OF) 53 10 Pressure/AVF 50 Pa/1455 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference(grAb) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Lennox Trade NAVIEN Trade LENNOX Model NCB-240/130H Cond XC16-024-230A** AHRI ref 205400818 Coil L*19/361.19 AHRI ref 202924032 Efficiency 95AFUE Efficiency 13.0 EER,16 SEER Heating input 130000 Btuh Sensible cooling 17640 Btuh Heating output 120000 Btuh Latentcooling 7560 Btuh Temperature rise 130 OF Total cooling 25200 Btuh Actual airflow 840 cfm Actual airflow 840 clim Airflowfactor 0.043 cfmBtuh Airflowfactor 0.055 cfrn/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (cFm) (cfm) Bed 5 294 4093 3437 178 188 Bed 2 331 5396 4278 235 234 W.I.C.1 44 231 150 10 8 CI.2 14 0 0 0 0 Stair 3 63 0 0 0 0 Bath 3 165 2395 1546 104 85 Bed 3 135 1336 1329 58 73 CI.3 15 0 0 0 0 Bed 4 147 1885 1076 82 59 CI.4 18 0 0 0 0 O.T.B. 176 0 0 0 0 Hall 1 30 0 0 0 0 Laundry 42 592 787 26 43 Bath 4 105 1948 864 85 47 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .e Io - 2022-Jul-2513:53:36 ,-,�... ,,—,.._ ....•...,...„,.,,,.,, Right-SuiteO Universal 202222.0.03RSU26941 Page ACCK ...orkEstates-lot#4-bobVot#4NorthforkEstates.rup Calc=MJ8 FrontDoorfaces:N Cl.5 6 0 0 0 0 CI.6 27 0 0 0 0 Family Rm. 236 1446 1900 63 104 UpperA.H. 1848 19322 15367 840 840 Other equip loads 2036 2089 Equip.@ 0.90 RSM 15693 Latent cooling 3666 TOTALS 1848 21358 19359 840 840 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. { tdl,right5@ ft', 2022-Jul-2513:53:36 „,,..._,.,E,_,..,,,.. 111—, Right-Suite®Universal 2022 22.0.03 RSU26941 Page 5 ...orkEstates-Iotl04-bobVot#4NorthforkEstates.rup Calc=MJ8 FrontDoorfaces:N Buildin Anal Job: 0210214.218D.Lot#4Griffin... g Jy Date: Jul 19,2022 Entire House By: -' ► Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,W11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: Lot#4 Griffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD(T) 53 10 Latitude: 41°N Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(grub) 26.1 31.1 Dry bulb(T) 15 85 Infiltration: Daily range(T) - 15 ( L ) Method Blower door Wet bulb(T) - 72 Shielding/stories 3(partial)/3 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1993 cIhn Component Btuh/fe Btuh %of load Walls 3.7 14930 31.7 ventilation Glazing 15.8 7616 16.2 Doors 20.6 2446 5.2 Walls Ceilings 2.5 5019 10.7 Infiltration Floors 0.9 1363 2.9 Infiltration 3.2 13636 29.0 Ducts 0 0 Piping 0 0 Humidification 0 0 Floors Ventilation 2036 4.3 Adjustments 0 Glazing Ceilings Total 47045 100.0 Doors Component Btuh/ft2 Btuh %of load Walls 0.8 3309 11.4 Walls Glazing 24.8 11942 41.3 Doors 9.3 1109 3.8 Internal Gains Ceilings 1.5 3014 10.4 Floors 0.0 32 0.1 Infiltration 0.3 1197 4.1 Ducts 0 0 Ventilation 383 1.3 Infiltration Internal gains 7940 27.4 Glazing Other Blower 0 0 Ceilings Adjustments 0 Doors Total 28925 100.0 Latent Cooling Load=3928 Btuh Overall U-value=0.071 Btuh/fF--°F Data entries checked. 1�9 ria t t--cCb r' - 2022-Jul-2513:53:36 »,-1-..,-,1-,.....,....„„:.. Right Suite@ Universal 2022 22.0.03 RSU26941 Page 1 ACCA ...orkEstates-tot#4-bobVoW4NorthforkEstates.rup Calc=MJB FrontDoorfaces:N Job: 02101 Building Analysis Date: Jul 19,2022 D.Lot#4Griffin... NA LowerAH By.,Green Guru, LLC 12 Prbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: Lotf4 Griffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling BrookhavenAP,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 53 10 Latitude: 41 ON Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 26.1 31.1 Dry bulb(OF) 15 85 Infiltration: Daily range(OF) - 15 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/3 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1455 cfm Component Btuh/ftz Btuh %of load Walls 3.8 9883 38.5 Glazing 15.8 1992 7.8 Doors 20.6 2446 9.5 Infiltration Ceilings 13.4 2195 8.5 walls Floors 0.9 1263 4.9 Infiltration 3.2 7909 30.8 Ducts 0 0 Piping 0 0 Humidification 0 0 Floors Ventilation 0 0 Adjustments 0 Glazing Ceilings Total 25688 100.0 Doors Component Btuh/ftz Btuh %of load Walls 0.7 1892 12.7 Glazing 24.5 3083 20.7 Walls Blower Doors 9.3 1109 7.5 Ceilings 12.0 1974 13.3 Floors 0.0 13 0.1 Glazing Infiltration 0.3 694 4.7 Internal Gains Ducts 0 0 Ventilation 0 0 Internal gains 4410 29.6 Blower 1707 11.5 Doors Adjustments 0 Ceilings 4Infiltration Total 14882 100.0 Other Latent Cooling Load=1750 Btuh Overall U-value=0.071 Btuh/ff--°F WARNING:window to floor area ratio=4.3%-less than 5%. } x ffi�ttq ��fr ., 2022-Jul-2513:53:36 - _...:. ., Right Suite@ Universal 2022 22.0.03 RSU26941 Page 2 ACCU'. ...orkEstates-log4-bobVot#4NorthforkEstates.rup Calc=MJ8 Front Door faces:N Bulldln AnaIVSIS Job: 0210214.218D.LoWGriffin... g J Date: Jul 19,2022 UpperA.H. By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,W11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: Lot#4 Griffing Street,Cutchogue,NY 11935 Design C• • • Location: Indoor: Heating Cooling BrookhavenAP,NY,US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD(T) 53 10 Latitude: 41°N Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 26.1 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(7) - 15 ( L ) Method Blower door Wet bulb(T) - 72 Shielding/stories 3(partial)/3 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1455 cfm • Component Btuh/fi? Btuh %of load Walls 3.6 5047 23.6 Ventilation Glazing 15.8 5624 26.3 Walls Doors 0 0 0 . Ceilings 1.5 2824 13.2 Floors 5.8 99 0.5 Infiltration Infiltration 3.2 5727 26.8 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 2036 9.5 Glazing I Other Totalen� Ceilings 21358 100.0 • • 1 • Component Btuh/T Btuh %of load Walls 1.0 1417 8.1 Walls Blower Glazing 24.9 8859 50.7 Ventilation Doors 0 0 0 Ceilings 0.6 1040 6.0 Floors 1.1 19 0.1 Internal Gains Infiltration 0.3 503 2.9 Ducts 0 0 Ventilation 383 2.2 Internal gains 3530 20.2 Glazing Infiltration Blower 1707 9.8 Other Adjustments 0 Ceilings Total 1 1 17456 100.0 Latent Cooling Load=3666 Btuh Overall U-value=0.072 Btuh/fF--T Data entries checked. 2022-Jul-2513:53:36 ^� Right-Suite®Universal 2022 22.0.03 RSU26941 Page 3 ACCA ...orkEstates•lot#4-bobVot1.4NorthtorkEstates.rup Calc=MJ8 Front Door faces:N AED Assessment Job: 0210214.218D.Lot#4Griffin... Date: Jul 19,2022 �- Entire House sv `�► -' ► Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: Lot#4 Griffing Street,Cutchogue,NY 11935 Design Conditions Location: Indoor. Heating Cooling Brookhaven AP,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 53 10 Latitude: 41 ON Relative humidity(°/D) 35 50 Outdoor: Heating Cooling Moisture difference(gdlb) 26.1 31.1 Dry bulb(OF) 15 85 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for • - • Exposure Hourly Glazing Load 14,000 12,00 10,00 m 8,000 6,00 4,000 2,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /Hourly /Average /AED limit Maximum hourly glazing load exceeds average by 41.9%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 1163 Btuh (PFG- 1.3*AFG) :1 6Rf11-3�jk'9�S23Y " 2022-Jul-25 13:53:36 mot. �- . ....... ......,,,,,,.., iZght-Suite@ Universal 2022 22.0.03 RSU26941 Pagel ...orkEstates4ot#4-bobVot#4NorthforkEstates.rup Calc=MJ8 FrontDoorfaces:N AED Assessment Job: 0210214.218D.LoW4Griffin... Date: Jul 19,2022 Lower AH By > - .a Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project Information For: Lot#4 Griffing Street,Cutchogue,NY 11935 D- •n: Conditio Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ,ft Design TD(OF) 53 10 Latitude: 41 ON Relative humidity(%) 35 50 Outdoor: Heating Cooling Moisture difference(gdlb) 26.1 31.1 Dry bulb(OF) 15 85 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for • - • Exposure Hourly Glazing Load 3,500 3,000 2,50 2,000 1,500 1,000 50 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour or Day Hourly ®Average /AED limit Maximum hourly glazing load exceeds average by 43.6%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 328 Btuh (PFG- 1.3*AFG) 4f- weigh 2022-Jul-25 13:53:36 ,�^/t� . ,.,,,, .,__,.,,,._,,., Right-Suite®Universal 2022 22.0.03 RSU26941 Page 2 ACC- ...ork Estates-lotV4-bobVotrf4NorthforkEstates.rup Calc=MJ8 Front Door faces:N AED Assessment Job: 0210214.218D.LoW4Griffin... ,' Date: Jul 19,2022 UpperA.H. By: t�, -` ; Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: LoW Grilling Street,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD(T) 53 10 Latitude: 41 oN Relative humidity(°/D) 35 50 Outdoor: Heating Cooling Moisture difference(grAb) 26.1 31.1 Dry bulb(T) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test for • - • Exposure Hourly Glazing Load 11,000 10,000 9,000 8,000 m' 7,00 o 6,000 5,000 4,000 3,00 2,000 1,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /Hourly /Average /AED limit Maximum hourly glazing load exceeds average by 41.3%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 834 Btuh (PFG-1.3*AFG) 2022-Jul-2513:53:36 t ,., R ght-SuiteOO Universal 2022 22.0.03 RSU26941 Page 3 ...orkEstates-lot#4-bob4ot#4NolthforkEstates.rup Calc=MJ8 FrontDoorfeces:N N ti Basement 108 cfm ech. Lcfm Stair 1 I Room) 10 Cfm Job#:0210214.218D.Lot#4GrifFingStreet119... Green Guru LLC Scale: 1 :89 Performed for: , Page 1 12 Arbutus Court,Suite 2 Rght SZ,te®Universal2022 LoWGrifing Street Greenlawn, NY 11740 22.0.03 RSU26941 Cutchogue,NY 11935 Phone:631.398.6906 2022-Jul-25 13:63:63 mm.greenguru.org michael@greenguru.org #�boblbtlWNorthforkEstates.rup N First Floor "R85 an cR 85 fin 11 cfm 98 cfm 18 frn Pantry Bath 2 Bed 1 I cfm Stair 2 CI.7 Living Rm. 98 ch Foyer 67 cfm Cl. 1 Bath 1 IL 54 cfm 85 cfin '3R 85 fin Garage Job#:0210214.218D.Lot#4GriffingStreet119... Green Guru LLC Scale:1 :89 Performed for: , Page 2 12 Arbutus Court,Suite 2 Right Suite®Universal2022 Lotft4 Gritfing Street Green lawn, NY 11740 22.0.03 RSU26941 Cutchogue,NY 11935 Phone:631.398.6906 2022-Juk25 13:53:53 #4-boblbt#4 NorthforkEstates.ru p wwwgreenguru.org michael@greenguru.org N Second Floor 78 cfm` 78 cbme. 104 C".. Bath 3, Bed 2- CIC 2 , 0 cfm Stair 3. T c Bed•,3: E 52 c#rr 73 cfrn CIA G.4� , m 4 52 cfrn 82.cfm c rCMr LaunQ irn', Hall' 840 Ch Bed 5' bath44 C.6 85 eft 94 cfm . Job#:0210214.218D.Lot#4GriffingStreet119... Green Guru LLC Scale: 1 :89 Performed for: , Page 3 12Arbutus Court,Suite 2 Right SLite®Universal2022 Lot#4 Grifing Street Greenlawn, NY 11740 22.0.03 RSU26941 Cutchogue,NY 11935 Phone:631.398.6906 2022-Jul 13:53:53 #4-boblbW4NorthforkEstates.ru p www.greenguru.org michael@greenguru.org Duct System Summary Job: 0210214.218D.Lot#4Griffin... Y Date: Jul 19,2022 Lower AH By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,W11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project Information For: Lot#4 Griffing Street,Cutchogue,NY 11935 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 1.10 in H2O 1.10 in H2O Available static pressure -0.6 in H2O -0.6 in H2O Supply/return available pressure -0.394/-0.206 in H2O -0.394/-0.206 in H2O Lowest friction rate -0.16 in/100ft -0.16 in/100ft Actual airflow 767 cfm 767 cfrn Total effective length(TEL) 385 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath 2-A c 308 12 18 -0.22 0 Ox 0 ShMt 10.0 170.0 st7 Bed 1 c 1686 40 98 -0.29 0 Ox 0 ShMt 25.2 110.0 st7 Bed 1-A c 1686 40 98 -0.20 0 Ox 0 ShMt 31.2 165.0 st7 Foyer h 516 54 30 -0.19 0 Ox 0 ShMt 43.0 165.0 st7 Living Rm. c 1460 57 85 -0.17 0 Ox 0 ShMt 43.4 195.0 st8 Living Rm:A c 1460 57 85 -0.21 0 Ox 0 ShMt 29.2 160.0 st8 Living Rm:B c 1460 57 85 -0.17 0 Ox 0 ShMt 29.0 205.0 st8 Living Rm:C c 1460 57 85 -0.20 0 Ox 0 ShMt 29.3 170.0 st8 Living Rm:D c 1460 57 85 -0.17 0 Ox 0 ShMt 36.8 190.0 st8 Pantry-A h 69 11 4 -0.21 0 Ox 0 ShMt 10.6 180.0 st7 Room2 h 537 108 31 -0.16 0 Ox 0 ShMt 47.6 205.0 st8 Room2-A h 537 108 31 -0.22 0 Ox 0 ShMt 24.7 155.0 st7 Room2-B h 537 108 31 -0.16 0 Ox 0 ShMt 39.4 200.0 st8 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st7 PeakAVF 265 279 -0.19 0 0 0 x 0 ShtMeti st1 SO PeakAVF 502 488 -0.16 0 0 0 x 0 ShtMeti st1 st1 PeakAVF 767 767 -0.16 0 0 0 x 0 ShtMeti 2022-Jul-25 13:53:36 ,I-,- 6t19B�tQ 'd� �1T$., ..'� ,,,,..:•: „__..,,,.,�, Right-SuiteOUniversa12022 22.0.03 RSU26941 Page 1 felt+. ...orkEstates-IoW4-bobVot#4NorthforkEstates.rup Calc=MJB FrontDDorfaces:N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (efm) (dm) M FR (fpm) (in) (in) Opening(in) Matl Trunk rb6 Ox 0 325 94 88.2 -0.23 0 0 Ox 0 ShMt rt1 rb4 Ox 0 442 673 132.4 -0.16 0 0 Ox 0 ShMt rt1 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) Orn) FR (fpm) (in) (in) Material Trunk rt1 PeakAVF 767 767 -0.16 0 0 0 x 0 ShtMetl 2022-Jul-25 13:53:36 Right-Suite@Universal 2022 22.0.03 RSU26941 Page 2 ,Cl:N ...orkEstates-lotlt4-bobVot#4NorthfbrkEstates.rup Calc=MJ8 FrontDoorfaces:N i Duct System Summary Job: 0210214.218D.Lot#4Griffin... Date: Jul 19,2022 Upper A.H. By,. Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:m chael@greenguru.org Web:www.greenguru.org Project • • For: Lot#4 Griffing Street,Cutchogue,NY 11935 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 1.10 in H2O 1.10 in H2O Available static pressure -0.6 in H2O -0.6 in H2O Supply/return available pressure -0.500/-0.100 in H2O -0.500/-0.100 in H2O Lowest friction rate -0.13 in/100ft -0.13 in/100ft Actual airflow 840 ch 840 cfm Total effective length(TEL) 461 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 3 h 1546 104 85 -0.13 0 Ox 0 MtFx 54.6 330.0 st26 Bath 4 h 864 85 47 -0.15 0 Ox 0 MtFx 23.8 300.0 st25 Bed 2-A h 1426 78 78 -0.14 0 Ox 0 MtFx 42.3 320.0 st26 Bed 2-B h 1426 78 78 -0.14 0 Ox 0 MtFx 34.0 325.0 st26 Bed 2-C h 1426 78 78 -0.14 0 Ox 0 MtFx 43.2 315.0 st26 Bed 3 C 1329 58 73 -0.15 0 Ox 0 MtFx 44.6 295.0 st26 Bed 4 h 1076 82 59 -0.16 0 Ox 0 MtFx 42.2 270.0 st26 Bed 5 c 1718 89 94 -0.16 0 Ox 0 MtFx 22.5 285.0 st25 Bed 5-A C 1718 89 94 -0.18 0 Ox 0 MtFx 10.0 265.0 st26 Family Rm. c 950 31 52 -0.18 0 Ox0 ShMt 13.0 270.0 s26 Family Rm:A c 950 31 52 -0.19 0 Ox 0 ShMt 24.0 235.0 st26 Laundry c 787 26 43 -0.16 0 Ox 0 MtFx 22.9 290.0 st26 W.I.C.1 h 150 10 8 -0.14 0 Ox 0 RtFg 37.2 320.0 s126 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (clim) (cfm) FIR Opm) (in) (in) Material Trunk st26 PeakAVF 666 699 -0.13 0 0 0 x 0 ShtMetl st2 st25 PeakAVF 174 141 -0.15 0 0 0 x 0 ShtMetl s2 st2 PeakAVF 840 840 -0.13 0 0 0 x 0 ShtMeti -i'`- Wrighttsoft- 2022-Jul-2513:53:36 ,.� ,,. .:.............r,, Right-Suiteg)Unhersal 2022 22.0.03 RSU26941 Page 3 PCCK ...orkEstates-lot/l bobVot#4NorthforkEstates.rup Calc=MJ6 Front Door faces:N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (drn) (dm) M FR (fpm) (in) (in) Opening(in) Mat! Trunk rb5 Ox 0 840 840 76.8 -0.13 0 0 Ox 0 MtFx 9fS Ali 91t83 2022-Jul-25 13:53:36 Right-SuiteOUniversal 2022 22.0.03 RSU26941 Page 4 ACCK ...orkEstateslot#4-bobVot#4NorlhforkEstates.rup Calc=MJ8 FrontDoorfams:N Duct system multi orientation report Job: 0210214.218D.Lot#4Griffin... L` Date: Jul 19,2022 LowerAH By: ( ! Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Lot#4 Gdffing Street,Cutchogue,NY 11935 Group 1:(N,NE, E, S,SW, W)Group 2:(SE)Group 3:(NW) Duct Name N LANE . � a �� (� _ { SE eg CFM eg Size uctSize eg CFM s eg�Stze ' 'S g CFM eg Size uct Size e,CFM eg Size udSize Supply Branches - -- Bath 2-A 12 h 1x12 0 18 c 1x12 0 27 c 1x12 0 20 c 2x12 0 Bed 1 105 c 4x12 0 98 c 4x12 0 82 c 4x12 0 86 c 4x12 0 Bed 1-A 105 c 4x12 0 98 c 4x12 0 82 c 4x12 0 86 c 4x12 0 Foyer 54 h 3x12 0 54 h 3x12 0 54 h 3x12 0 54 h 3x12 0 LhAn Rm. 85 c 4x12 0 85 c 4x12 0 89 c 4x12 0 90 c 4x12 0 LMn Rm:A 85 c 4x12 0 85 c 412 0 89 c 4x12 0 90 c 412 0 LhAn Rm:B 85 c 4x12 0 85 c 412 0 89 c 412 0 90 c 412 0 LhAn Rm:C 85 c 412 0 85 c 412 0 89 c 412 0 90 c 412 0 LhAn Rm:D 85 c 412 0 85 c 412 0 89 c 412 0 90 c 412 0 Pan -A 11 h 1x12 0 11 h 1x12 0 11 h 1x12 0 11 h 1x12 0 Room2 108 h 12x12 0 108 h 12x12 0 108 h 12x12 0 108 h 12x12 0 Room2-A 108 h 12x12 0 108 h 12x12 0 108 h 12x12 0 108 h 12x12 0 Room2-B 108 h 12x12 0 108 h 12x12 0 108 h 12x12 0 108 h 12x12 0 Su-I Ou-pply Trunks t7 281 c 0 279 c 0 265 h 0 265 h 0 t8 502 h 0 502 h 0 508 c 0 512 c 0 st1 767 c 0 767 c 0 767 c 0 767 c 0 IRetum Branches rb6 325 h 12x12 0 325 h 12x12 0 325 h 12x12 0 325 h 12x12 0 rb4 676 c 12x12 0 673 c 12x12 0 669 c 12x12 0 677 c 12x12 0 Retum Trunks 11 767 c 0 767 c 0 767 c 0 767 c 0 Friction Rates -ieatin FR -0.156 -0.156 -0.156 -0.156 Cooling FR -0.156 -0.156 -0.156 -0.156 2022-Jul-2513:53:36 Right-Suite®Universal 2022 22.0.03 RSU26941 Page A.CCK ...orkEstates-lot#4-bobVot#4NorthforkEstates.rup Calc=MJ8 FrontDoorfaces:N Project Information For. LoW4 Griffing Street,Cutchogue,NY 11935 Duct Name I S I; S 6 I Size uctSize eg CFM eg Size ctSize eg CFM eg Size ctSize eg CFM: eg Size ctSize upplvBranches Bath 2-A 12 h 1x12 0 18 c 1x12 0 23 c 1x12 0 14 c 1x12 0 Bed 1 92 c 4x12 0 82 c 4x12 0 72 c 412 0 90 c 3x12 0 Bed 1-A 92 c 412 0 82 c 412 0 72 c 412 0 90 C 3x12 0 Foyer 54 h 3x12 0 54 h 3x12 0 54 h 3x12 0 54 h 3x12 0 U,Ong Rm. 90 c 412 0 91 c 412 0 92 c 412 0 89 c 412 0 L An Rm:A 90 c 412 0 91 c 4x12 0 92 c 412 0 89 c 412 0 LhAn Rm:B 90 c 412 0 91 c 412 0 92 c 412 0 89 c 412 0 LhAn Rm:C 90 c 412 0 91 C 4x12 0 92 c 412 0 89 c 412 0 LhAn Rm:D 90 c 412 0 91 c 412 0 92 c 412 0 89 c 412 0 Pan -A 11 h 1x12 0 11 h 1x12 0 11 h 1x12 0 11 h 1x12 0 Room2 108 h 12x12 0 108 h 12x12 0 108 h 12x12 0 108 h 12x12 0 Room2-A 108 h 12x12 0 108 h 12x12 0 108 h 12x12 0 108 h 12x12 0 Room2-B 108 h 12x12 0 108 h 12x12 0 108 h 12x12 0 108 h 12x12 0 SupolvTninks 7 265 h 0 265 h 0 265 h 0 265 h 0 t8 510 c 0 520 c 0 530 c 0 508 c 0 t1 767 c 0 767 c 0 767 c 0 767 c 0 Retum Branches rb6 325 h 12x12 0 325 h 12x12 0 325 h 12x12 0 325 h 12x12 0 rb4 678 c 12x12 0 673 c 12x12 0 665 c 12x12 0 673 c 12x12 0 Retum Trunks rt1 767 c 0 767 c 0 767 c 0 767 c 0 Friction Rates Heatin FR -0.156 -0.156 -0.156 -0.156 Cooling FR 1 -0.156 -0.156 -0.156 -0.156 i 2022-Jul-25 13:53:36 ,,..,,,........ Right-Suite®Universal 2022 22.0.03 RSU26941 Page 2 �CI� orkEstates-lotll4-boblot#4NorthforkEstates.rup Calc=MJ8 Front Door faces:N Project Information For: Lot#4 Griffing Street,Cutchogue,NY 11935 Duct Name `'Largest Smalest Reg CFM Reg Size Dud Size Reg CFM Reg Size Dud Size upply Branches Bath 2-A 27 c 2x12 0 12 h 1x12 0 Bed 1 105 c 4x12 0 72 c 3x12 0 Bed 1-A 105 c 412 0 72 c 3x12 0 Foyer 54 h 3x12 0 54 h 3x12 0 Living Rm. 92 c 412 0 85 c 412 0 Living Rm:A 92 c 412 0 85 c 412 0 Living Rm-B 92 c 412 0 85 c 4x12 0 Living Rm-C 92 c 412 0 85 c 412 0 Living Rm-D 92 c 412 0 85 c 412 0 Pant -A 11 h 1x12 0 11 h 1x12 0 Room2 108 h 12x12 0 108 h 12x12 0 Room2-A 108 h 12x12 0 108 h 12x12 0 Room2-B 108 h 12x12 0 108 h 12x12 0 Supply Trunks st7 81 c 0 265 h 0 t8 530 c 0 502 h 0 1 767 c 0 767 c 0 IRetum Branches rb6 325 h 12x12 0 325 h 12x12 0 rb4 078 c 12x12 0 665 c 12x12 0 Retum Trunks ,rt1 767 c 0 767 c 0 Friction Rates Heatin FR 0.156 -0.156 Cooling FR 0.156 -0.156 ea 2022-Jul-2513:53:36 ,,,,,.,•, :_..,....,... .,, Right-SuiteB Universal 202222.0.03RSU26941 Page ACCIN ...orkEstales-lot#4-bobVot#4NorthforkEstates.rup Calc=MJ6 Front Door faces:N Background Color Legend Yellow backgground Duct Size-d-uct size is smaller than the largest duct size in the row Reg Size-register size is smaller than the largest register size in the row Reg CFM-register design cfm is larger than 150 CFM Friction Rate-friction rate is outsideACCA Manual-D recommended range(0.06-0.18) Pink background column header Largest coolling load orientation 2022-Jul-25 13:53:36 Right-Suited Universal 2022 22.0.03 RSU26941 Page 4 CK...orkEstateslotla4-bobVot#4NorthforkEstates.rup Calc=MJB FrontDoorfaces:N Duct system multi orientation report Job: 0210214.218D.Lotk4Griffin... Date: Jul 19,2022 Upper A.H. %r M-i ', Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: Lot#4 Griffing Street,Cutchogue,NY 11935 Group 1:(N,NE, E,SE, S,SW, W,NW) Duct Name i N ( NE ,.b ,.; . f: E $ SE CFM g8i udSize iz e egCFM egSe egCFM gSize dSize t uctSize Supply Branches Bath 3 104 h 12x12 0 104 h 12x12 0 115 c 12x12 0 111 c 12x12 0 Bath 4 85 h 12x12 0 85 h 12x12 0 85 h 12x12 0 85 h 12x12 0 Bed 2-A 78 h 12x12 0 78 h 12x12 0 91 c 12x12 0 78 h 12x12 0 Bed 2-B 78 h 12x12 0 78 h 12x12 0 91 c 12x12 0 78 h 12x12 0 Bed 2-C 78 h 12x12 0 78 h 12x12 0 91 c 12x12 0 78 h 12x12 0 Bed 3 96 c 12x12 0 73 c 12x12 0 58 h 12x12 0 88 c 12x12 0 Bed 4 82 h 12x12 0 82 h 12x12 0 82 h 12x12 0 1 82 h 12X121 0 Bed 5 106 c 12x12 0 94 c 12x12 0 89 h 12x12 0 89 h 12x12 0 Bed 5-A 106 c 12x12 0 94 c 12x12 0 89 h 12x12 0 89 h 12x12 0 Family Rm. 55 c 12x12 0 52 c 12x12 0 49 c 12x12 0 48 c 12x12 0 Family Rm:A 55 c 12x12 0 52 c 12x12 0 49 c 12x12 0 48 c 12x12 0 ,Laundry 49 c 12x12 0 43 c 12x12 0 41 c 12x12 0 47 c 12x12 0 W.I.C.1 10 h 12x12 0 10 h 12x12 0 10 h 12x12 0 10 h 12x12 0 S--upplyTrunks st26 692 c 0 699 c 0 714 c 0 714 c 0 st25 174 h 0 174 h 0 174 h 0 174 h 0 s2 840 c 0 840 c 0 840 c 0 840 c 0 Wet—um Branches rb5 840 c 12x12 0 840 c 12x12 0 840 c 12x12 0 840 c 12x12 0 Friction Rates Heating FR -0.130 -0.130 -0.130 -0.130 Cooling FR -0.130 -0.130 -0.130 -0.130 4 2022-Jul-2513:5336 ?Sd9`T4tJQ9$ $St Right-Suite@ Universal 2022 22.0.03 RSU26941 Page 5 ACCK orkEstates-lof#4-bobVot#4NorthforkEstates.rup Calc=MJ8 Front Door faces:N Project Information For: Lot#4 Gdffing Street,Cutchogue,NY 11935 Duct Name [:S S ,t 1 N ° [[ eg CFM eg Size tidSize eg,CFM` eg Size d rze eg CFM _eg Size ud Size eg GFM eg Size dSize t �� k a upply Branches: — Bath 3 104 h 12x12 0 104 h 12x12 0 110 c 12x12 0 104 h 12x12 0 Bath 4 85 h 12x12 0 85 h 12x12 0 85 h 12x12 0 85 h 12x12 0 Bed 2-A 78 h 12x12 0 78 h 12x12 0 78 c 12x12 0 78 h 12x12 0 Bed 2-B 78 h 12x12 0 78 h 12x12 0 78 c 12x12 0 78 h 12x12 0 Bed 2-C 78 h 12x12 0 78 h 12x12 0 78 c 12x12 0 78 h 12x12 0. !Bed 3 116 c 12x12 0 106 c I 12x12 0 83 c 12x12 0 92 c 12x12 0 Bed 4 82 h 12x12 0 82 h 12x12 0 82 h 12x12 0 82 h 12x12 0 Bed 5 89 h 12x12 0 89 h 12x12 0 89 h 12x12 0 94 c 12x12 0 Bed 5-A 89 h 12x12 0 89 h 12x12 0 89 h 12x12 0 94 c 12x12 0 Family Rm. 49 c 12x12 0 45 c 12x12 0 44 c 12x12 0 50 c 12x12 0 Family Rm:A 49 c 12x12 0 45 c 12x12 0 44 c 12x12 0 50 c 12x12 0 Laundry 55 c 12x12 0 54 c 12x12 0 52 c 12x12 0 50 c 12x12 0 .I.C.1 10 h 12x12 0 10 h 12x12 0 10 h 12x12 0 10 h 12x12 0 Sui)olv,Tr.uhks. 6 708 c 0 1 709 c 0 710 c 0 695 c 0 t25 174 h 0 174 h 0 174 h 0 174 h 0 t2 840 c 0 840 c 0 840 c 0 840 c 0 f2etum Branches rb5 840 c 12x12 0 840 c 12x12 0 840 c 12x12 0 840 c 12x12 0 dction Rates Heatin FR -0.130 -0.130 -0.130 -0.130 Cooling FR -0.130 -0.130 -0.130 -0.130 _ VdV �D •, 2022-Jul-2513:53:36 Right-Suite®Universal 2022 22.0.03 RSU26941 Page 6 C ...orkEstates-Iof#4-bobVot#4NorthforkEstates.rup Calc=MJ8 FrontDoorfaces:N Project Information For: Lot#4 Griffing Street,Cutchogue,NY 11935 [Duct Name , : Lam est Smalest - Reg CFMReg Size. Duct $ize' Reg CFM „Reg Size, Dud Size upply Branches Bath 3 115 c 12x12 0 104 h 12x12 0 Bath 4 85 h 12x12 0 85 h 12x12 0 Bed 2-A 91 c 12x12 0 78 h 12x12 0 Bed 2-B 91 c 12x12 0 78 h 12x12 0 Bed 2-C 91 c 12x12 0 78 h 12x12 0 Bed 3 116 c 12x12 0 58 h 12x12 0 Bed 4 82 h 12x12 0 82 h 12x12 0 Bed 5 106 c 12x12 0 89 h 12x12 0 Bed 5-A 106 c 12x12 0 89 h 12x12 0 Family Rm. 55 c 12x12 0 44 c 12x12 0 Family Rm:A 55 c 12x12 0 44 c 12x12 0 Laundry 55 c 12x12 0 41 c 12x12 0 .I.C.1 10 h 12x12 0 10 h 12x12 0 Su Iry Trunks 6 714 c _0 692 c 0 t25 174 h 0 174 h 0 t2 840 c 0 840 c 0 ReWI Branches rb5 840 c 12x12 0 840 c 12x12 0 Friction Rates Heating FR 0.130 -0.130 Cooling FR 0.130 -0.130 2022-Jul-2513:53:36 Right-Suite®Universal 2022 22.0.03 RSU26941 �,..- ..:.. :...:......:..._.„..,,,,. Page 7 rCCK ...orkEstates-lotM bob\Iot#4NorthforkEstates.rup Calc=MJ8 FrontDoorfaces:N f , Background Color Legend Yellow background Duct Size-duct size is smaller than the largest duct size in the row Reg Size-register size is smaller than the largest register size in the row Reg CFM-register design cfin is larger than 150 CFM Friction Rate-friction rate is outside ACCA Manual-D recommended range(0.06-0.18) Pink background column header Largest coolling load orientation 1 2022-Jul-25 13:5336 �S1j RNi'Y�'7$!G�a49 •• RighFSuite®Universal 2022 22.0.03 RSU26941 Page 6 ACCK ...orkEstates-loW4-bobVot#4NorthforkEstates.rup Calc=MJ6 FrontDoorfaces:N r r Home Energy Rating Certificate Rating Cate: Projected Report Registry O: Based on Plans Ekotrope ID: b2JYYzkv rg • •` IIION - • - - -•' 8 • A i• Your Home's Estimated Energy Use: This home meets or exceeds the Use[Mstu] Annual Cost criteria of the following: Heating 73"1 $532 2020 New York ECCC Cooiing 2.7 $93 2018 International Energy Conservation Code Hot Water 11.5 $58 Lights/Appliances 30.7 $58zi Service Chargcs $120 Generation (e.g.Solar) 0.0 $0 Total: 118.0 $1,787 IndexHome Feature Summary: Rating Completed by: M•r•eneW Home Type: Single family detached rrr Model: V/A Energy Rater ".'.ichael Catalano Aso R`SNET Ili" O�102 i 4 Existing ico Community: N/A Homes r" Ccnd,tioi ed Flu-if Area: 4,870 re Rating Company. Green Guru LLC i'o Nr.. .ber of Bed-oo. 4 12 Arbutus Court 110 Reference soo Prima y Heating "Yste. .: Furi.,:._e-Ni tur. Gas-v5 AFU 631-348 6906 Home ; eo Primaly Cooiing Sy te...: r"i-C"onditioi.er-tlectri •1_SLR Rating?ruvider: RATERusa 80 Primary Wate"Heating: aesidential Water r-ieate-•Natu al Gas•0.95 one:yy PO BOX 1280 to Factor 85S-273-7872 , -60 house Tightness: 3ACi-50 S° Venthatior.: 90 Ct M•25-5 Watts 40 This Home ; Duct Leakage to Outside: 5 CFM @ 25Pa(0.17 1100 ft, �p w 2e Above Grade Walls: R-24 'r Zero Energy to Ceiling: Vaulted Roof,R-t' Home o Window Type: U-Value:0.29,SHGC:0.32 Michael Catalano,Certified Energy Rater �muarsxrT j tos•�•rsr Foundation Walls: R-19 Digitally signed:7/25/22 at 1:32 PM Framed Floor: N/A Ekotrope RAFER-Ver§on.4.0.12955 reportekotrope The Energy Rating Disclosure fo this home is available froi n ti te Approved Rating Provider. • not: •nstitz;te�ar ry wan zi.it)ror• IECC 2018 performance Compliance Fro^erty Organization Insoection Status Lots t Griffing Street Green Guru LLC Results are projected Cutchogue, NY 11935 Mic`,ael Catalano 0210214.218D.Lotff4GriffingStreetl1 Fsuilder Roilert:-ischer This,eport is based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design IECC 2018 Performance As Designed Heating $1,502 $1,311 Cooling $210 $196 Water Heating $286 $286 Mechanical Ventilation $95 $39 Lights&Appliances wlout Ventilation $1,432 $1,432 Onsite generation $0 $0 $3,264 R405.3 Source Energy Exception:The proposed home uses 17.i MBtu LESS source energy than the reference home. Requirements 405.3' Perfdrmance based,compliance passes by 12<40/6 ✓ R402.4.1.2 Air Leakage Testing Air seating is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. R402-5 T - Area-weighted average fenestration SHGC R402.5 Area-weighted average fenestration U-Factor R404.1 Lighting Equipment Efficiency (�r R403.6.1 Mechanical Ventilation Efficacy _ Mandatory Checklist Mandatory code requirements tftat are not rvchec(ied by_Ekotro se must be met_ IRC M1505A.3 Mechanical Ventilation Rate r-� -i -DuctI--_--_-_-_nsulation-- -- R405.2 - Design exceeds requirements for IECC 2018 Performance compliance by 12.4%. As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted Intemationai Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications,and other calculations submitted with the permit application.If rating is Confirmed, I certify that the address referenced above has been inspectedflested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Catalano Signature: McAael CaEa&., Organization: Green Guru LLC Digitally signed: 7/25/22 at 1:32 PM Ekotrope RATER-Version 4.0.1.2955 IECC 2018 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNEr Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability or the in ormation shown on this report. New York ECCC 2020 Performance Compliance Property Organization Inspection Status Lot#4 Griffing Street Green Guru LLC Results are projected Cutchogue, NY 11935 Michael Catalano 0210214.218D.Lot#4GdffingStreet11 Builder Robert Fischer This report is based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating $1,514 $1,311 Cooling $210 $196 Water Heating $286 $286 Mechanical Ventilation $48 $39 SubTotal-_Used_to determine compliance-� � ��$2,057��X�-N ��'- � $1832 Lights&yAppliances w/out Ventilation $1,432 $1,432 Onsite generation $0 R4O5.3 Source Energy Exception:The proposed home uses 15.7 MBtu LESS source energy than the reference home. Requirements 405.3 Performance-based compliance passes by 11 0% R402.4.1.2 Air Leakage Testing Air sealing is 3.00ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. $$ R402.5 Area-weighted average fenestration SHGC 1 1_ R402.5 Area-weighted average fenestration U-Factor M R404 1 Lighting Equipment Efficiency Y R403.6.1 Mechanical Ventilation Efficacy l tu1aridatory Mandatory Checklist checked by Ekotrope must be met. R403.6 Mechanical Ventilation Rate R405.2 Duct Insulation Design exceeds requirements for New York ECCC 2020 Performance compliance by 13%. As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the 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 building plans,specifications, 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 IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Catalano Signature: IWI ae,e'cd ew"p, Organization: Green Guru LLC Digitally signed: 7/25/22 at 1:32 PM Ekotrope RATER-Version 4.0.1.2955 New York ECCC 2020 Performance compliance results calculated using Ekotrope RATERS energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. d� 4t k a � � L 3 • r + t 1�f Am , J .tit� r,+A.��. •.;.��Jy^.' �l � ; j. 1 ♦ �� /� ��• M �'7�' '�f-. . .. - R 1. ��'� 1w X tiar 7 � _Tala,� R` z „ L ' f _w�� •to ..�-3.. , <• qpy r r " 1- �� «; �� ► '�,fit .� .i � - ,; apt :�i � �"�• r .� � .: � y ' , �}y x �. � M'Y ` , 'yf�� + :1 i b �a� � � i ,. � .1.iL � .m _.. �- `• 1 v.+ti-E Batt: a i - �� S� � w:- ..a,.• .try, :�`� 2 '.._ ...-+�Rs�' `°:4 F.� -�. 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ANDERSEN a Fixed Window AD-N-o0.01S31-00001 Vinyl-Clad d No, Dot-Pane Low-E TTered iL Glazing Pnis, Type; t i xeo "ENERGY PERFORMANCE RATINGS U-Factor Sour Heat Gain Coefficient 0 27� 1 . 53► 0 , 32 �sJ .l1•P� ",metrorll) _ADDITIONAL PERFORMANCE RATINGS risible Iranst;ttance��T�� 0 . 5 6 .. t1COSee: 229-H-734 SAIL Anderstn Corporation wk-%du,Cos 'CO Series Fixed Window p�txWrt shpiUtsstr�ttttcttlmes taitUte66tlo1. S� R,iL 1 R 6►✓.0 .yp i� t ~ ;L �� Nor k � often a, t i Bunch, Connie From: Verity, Mike Sent: Thursday,April 20, 2023 11:09 AM l 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 overcleared 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. Heather Heather Lanza,AMP Town Planning Director Southold Town Planning i 1 • • • • • ALL FOUNDATION --------------- FOUNDATION 1 ROUGH FRAMING& PLUMBING r ' j j i• STATE ENERGY CODE P �. agib, Alliallma • o I..■ / / J� ' J L 1 , - O\dSUFF�(r�,pG 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 D C PERMIT N0. Building Inspector: ry SEP O / � Applications and forms must be filled out in their entirety. Incomplete• BUILDING DEP3: applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOLI -TOLD Owner's Authorization form(Page 2)shall,be completed. Date:09/06/2022 OWNER(S)OF PROPERTY: Name:Bob Fischer _ SCTM#1000-102-05-9.10 Project Address:LOT A_ Phone#:631-767-9933 Email:rfis641100@yahoo.com__ Mailing Address:P.O BOX 152 Mattituck NY 11952 CONTACT PERSON: ' Name:Michelle Sarabia AMP Architecture _ Mailing Address:P.O BOX 152 Mattituck NY 11952 _ Phone#:631-603-9092 Email:msarabia am architect.com — DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:P.O BOX 152 Mattituck NY 11952 Phone#:631-6603-9092 Email:a ortillo am architec_t.com P @. MP CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION' IgNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? gYes ONO Will excess fill be removed from premises? ❑Yes [�No l� 1 PROPERTY INFORMATION' " Existing use of property:Vacant Lot Intended use of property:Single Famil Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HB/I NC this property? ❑Yes ®No IF YES, PROVIDE A COPY. • W Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236°of the Town Code. APPLICATION IS HEREBY MADE to"the Building Department for the issuance of a Building Permit pursuant to the Building Zone- Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,, additions,alterations or for removal ordemolition as herein.described.The applicant agrees to comply with all applicable laws;-ordinances,building code, housing code and regulations and to admit authorized-inspectors.on,premises and in building(s)!or necessary inspections.False statements made,herein_are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):AMI rThitecture, Jess Magee BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF Y ) AMP Architecture, Jess Magee being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20_j ubl' •��5,...�...., °P fSebottth Orlowski Notary Public,SIM ofNew York- NM.PLOW *_ No.01OR62BO392 Qualified in Suffolk county PROPERTY OWNER AUTHORIZATI��1N�vriie ,•° CommissionExpiresosll3rm (Where the applicant is not the owner) I, Voxn- F), u-r residing at I a() ca,(O la Cf `5Cuj-h(j)j 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 �Oxg R Slur Print Owner's Name 2 0�0 uEFO( CO BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road PO Box 1179 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov - seand(@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: vim' 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 Requir d) Name: Address: Cross Street: Phone No.: BIdg.Permit#: U email: bAnIU0 'I�� Tax Map District: 1000 Section: Block: Lot: Lh"4t� BRIEF DESCRIPTI N OF WORK, INCLUDE S UARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ FiL Do you need a Temp Certificate?: YES 0 NO Issued On3 23 23d"� 4 CGS D Temp Information: (All information required) Service Size21 Ph❑3 Ph Size: �3W A # Meters _ Old eter# New Service❑Fire Reconnect❑Flood Reconnect[]Service Reconnect 2Lornderground❑Overhead # Underground Laterals Ffl 2 H Frame M Pole Work done on Service? DY Add'tional Information: PAYMENT DUE WITH APPLICATION 31a� a3 1� ire.c4t- ► coo 83 $per t�g� o3 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD of Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 tiyjdj®1 Telep one (631) 765-1802 nn Temporary Certificate # ' S Date May a�,2023 Customer Name dQ� (_.E)r Electrician Name I RV •L Address 468r Phone 31 • 4'� .aoa g e-mail( „ e `G G e-mail �.in 9) 4 OM FonQ_ 3) , �6•©_7 /� License# LF�O M Size,�W A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel 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 installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date�abbye. Authorized by ----------------------------- ------ BUILDING DEPARTMENT- Electrical Inspector Gam, TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road -PO Box 1179 CAP Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr((cDsoutholdtownny gov — seand(@,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 211 request an email copy of Certificate of Compliance Elec. Address..: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: Address: C114. ,R Cross Street: Phone No.: Bldg.Permit#: email: IQ nkvv _ lr)� Tax Map District: 1000 Section: Block: Lot: ±j CGS BRIEF DESCRIPTI N OF WORK, INCLUD S UARE FOOTAGE (Please Print Clearly): Square Footage: 1 2 Circle All That Apply: Is job ready for inspection?: YES NO Rough In ❑ Fi al Do you need a Temp Certificate?: YES❑ NO Issued On 3 2 ! `23 eA CC D Temp Information: (All information required) Service Size21 Ph❑3 Ph Size: A # Meters Old eter# New Service0 Fire ReconnectED Flood Reconnect QService Reconnect 210rnderground DOverhead # Underground Laterals 1 2 0 H Frame Pole Work done on Service? Y . Additional Information: PAYMENT DUE WITH APPLICATION re-c. oLk)83 PERMIT # J d e -t4-Lh -r4 �� \ Switches r vyr Outlets �1 GFI's Surface Sconces-*9 !: HH s UC Lts Fans Fridge HW Exhaust Oven l W/D Smokes DW Mini n Micro l Generator Combo 6� Cooktop Transfer AC AH Hood i Service Amps Have Used Special: Comments �� 6b Pukkr P4APP lb s cr,,p �A 5a 6 A to 3fl o p is DP �� l �f 30 BUILDING DEPARTMENT- Electrical Inspector. ¢'- TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr6a southoldtownny.gov - seand(aDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �' a-3 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 211 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORM m (All Information Requir d) Name: in Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: , BRIEF DESCRIPTI N OF WORK, INCLUD S UARE FOOTAGE (Please Print Clearly): W -3bli Square Footage: � Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In *allDo you need a Temp Certificate?: YES❑ NO Issued On3 23 �3Q,4 Gt,D Temp Information: (All information required) Service Size21 Ph❑3 Ph Size: e3W A # Meters_ Old eter# New Service❑Fire Reconnect[]Flood Reconnect[]Service Reconnect nder round❑Overhead 9 # Underground Laterals kl 2 H Frame 0 Pole Work done on Service? Ely Add'ti nal Information: { PAYMENT DUE WITH APPLICATION rQ c I DL-o 83 $per �g?o3 PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service® Have Used Sub _ l� Have Used Comments PERMIT# lqq5 Address: z_1X Switches 5 Outlets '7 GFI's 3 Surface Sconces HH's &D UC Lts Fridge HW POOL. �! Fans Mini Fr. W/D 1 W Panel�� Pump-/ Exhaust Oven Sump J Heater-I Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro I GrbDis Water Bond—# Lights—/ Heat 1 Pucks ERV I HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH 1 Hood I Blower r Service Amps 3U) Have 66 Used .3 Sub Amps `Have Used Comments I C (� Cl. A- � 65 nn i c Vl � L( 3 SO!/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Q Southold,NY 11971-0959 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: 400 Griffing Street, Cutchoque, New York TAX MAP NUMBER: 1000-102.-5-9.10 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. oS�F� Town of Southold 11/3/2022 o�o� �Gy� 53095 Main Rd - In Southold,New York 11971 CONDITION Condition Type: PLANNING BOARD CONDITION Description: Prior to building permits-C&R's&Filed Map requirements Due Date: 1/8/2022 Comments: Setbacks for residential single family homes- follow instructions in bulk schedules which sends you to column vii in the Bulk Schedule for Residential Districts for the appropriate setbacks for homes instead of commercial in this zoning district. Prior to building permits- 1.The sidewalk as shown on the approved Final Sidewalk Plan(on file in Laserficre) must be fully constructed, inspected and approved in writing by the Planning Board and Town Engineer prior to any building permits being issued for this subdivision,except if the sidewalk cannot be installed due to the season, in which case Mr. Baxter has posted a performance bond to the Town for the cost of the remaining section of sidewalk.Please contact Planning about the sidewalk issue if the section of sidewalk on Schoolhouse is not yet installed. For all lots: Street Trees as shown on filed map must be planted prior to building permits. Prior to c.o.'s a Planning Board inspection to ensure filed map conditions have been followed and the lots are still in compliance is necessary. Clearing restrictions apply to all lots to be constructed with single family homes: 60%maximum. This must be plotted out on the survey to identify the 60%that will be cleared. Pre-construction meeting with contractor,Planning,Engineer,Bldg prior to any clearing The above mentioned condition must be met before subsequent action(such as issuance of a building permit, certificate of compliance,or certificate of occupancy) can proceed. If you have a question about this condition,please contact the building department office. IaUq Tlo SD KEY MAP \ NDRTTT STREET SCALE 1"=Boo' \ \\-Y_ LOCATION MAP FINAL PLAT. SCALE 1'=100' TYPICAL PLOT PLAN SUBDIVISION FOR mow` WILLIAM J. BAXTER, JR. N 57,53 ; s 3i0s�aa�E SITUATED AT CUTCHOGUE 1 5 tP15'30'i A92.N' 9 . Z 1m.DD' „ 1m.Do' 1iz.0 tl3 a TOWN OF SOUTHOLD 6 xo $^ apt SUFFOLK COUNTY, NEW YORK LorQ LOT© _ Lor®$`LorQ a a� S.C. TAX LOT No. 1000-102-05-9.4 h^ g9 m SCALE 1"=50' B ,v rm xo� m�2 >916Yd „m SEPTEMBER 15, 1998 ,pye A"A. , ♦>.• m ,• tW W' 99 m' 2 MARCH 25.1999 REVISED AS PER TOWN ENGINEER �Ss�mm�.nm ®7—M�MN OCTU US 30.2000 ftEV15E0 MAP R=23.91 J AUGUST 7,2009 REVISE MAP L=38.63' GRIFFING STREET . 6': MAY 17.2011 TREE LOCATIONS owv NOVEMBR 21,2013 REPRELIMINARY PLAT VISE P R PLANNING BOARD LETTER 11/26/12 JULY 17,2015 SCDHS SUBDIVISION FILING iW NOVEMBER 22 2015 SCDHS COMMENTS AMe9vco 1N Ac09R9txc[WRx DW9R Or JUNE 16 2020 TOWN COMMENTS acrx:w Dcn9xix.,Oox DaiE9 I � AUGUST 2{,2020 SCDHS COMMENTS SEWAGE DISPOSAL CALCULATIONS: — JARLARY 25.2021 SCDHS/TOWN COMMENTS s�ee„a FEBRUARY 18,2021 SC HS COMMENTS LOTi-SlauTlY61Df/1�CIMTKAt�� NOVEMBR 5,2021 TOWN COMMENTS ,,,,,„w,..m",,,,„r.r,,., TEST HOLE DATA Lo12 samARYmwo¢auTKx TOTAL AREA=2.390 1.58 sq. it. ALG 27 TOR F+Cc''`P�. ,mvw.,,K,w,o.®w..m.c.m.w omen.ow mnv�m aou m 2.390 ac. vc3r .u—o y®DGiQAAiIUt NORTH STREET tiI �ori�su6r�ARrrEwritauTKx y Jta2as: `�'�_ '�0. f 1.FILY11110N5 SxOMI 1xIR: /JS NUFA[xCFD la MI INw um 01ML • 2.o mlr sum a ramp m 1xi rwvArKa raR rIa smmARr �. CSp z = i —a, n vm x m om ran mx aux swa _ 3.ra mrauL 111 x s1arF-aoa w d.r+`. "'w••"'••••• f mncTvrc�amrm rirr mw rwc sao.casmvuox ��' ( s srso'10'�E`�m• AREA DATA I • �'--• DIINER AND APPLICANh iuAeRTofortwn3crrtecrxe,f Lett t dl i1T�F.1 1 • " 995 NASSA J.U PoMTJR. ROAD LOT 1 2T.f56�.N. Ncr ( O 14�' +wm ski i uurt 1 y, i� ,.yr\�_, , �� _� CUTCHOGUE,NEW YORK 11935 Oti i , . .c� w.w_m LOT 2 214 92"c9.n APPRO,IED BY F/1 , ,s 1s aaao 9 ">•,°n„"� _ aT PW!CUVG SOa<D I W ' $ ' \ _ _ I LOT 3 'n�ua�.•n. _ TOAN OF sOUTHOIL I O•.� — - \ /J •� LOT A 22.41.11 p.n. ',0 `\ OT® / 1 TOTAL 10i 51.22 °.n• zs..n.rr sr/ z O 'k .-a e �+mY:, a `� ona ACJ Z Cr d {y 1 00 LOT 01 LOT© LOT 03 I� BUILDING ZONE DISTRICT: HIS HAMLET BUSINESS x 2Y,TGe.iG ss ZT.392.I2 5P p a-1 1.r d 1 .®�o..rt: ( / ) E >�� asz.Ac y o.ez9 AC " " \T�'�, /.-� � 4' FIRE DISTRICT: CUTCHOCUE cnall R=23.91' —""—GRIFFING STREET �dJ= mvRss Nathan l' Corwin III Land Surveyor FILE No. 2 2 2 9 �"� n Condon Engineering,P.C. :,T, 175871 sA9S NB FlIEDFEB 04 2022 as a"eu.aP au,DY n� ,s nK Niry Y Roxe „na tml7rn-2mo m tmq n�n2T Mamm9B x9N)29&2652 (1i3129(F1986(63i)79&2651 F. arras l9cumu cl'r� .mnda�gnmerin9mm �xl�:v�119n wN.Ya 119a 9 }Mann) LOT COVERAGE - -- - - �' 'r•°tip _,• ;t : '�r„j j *' PROJECT / ZONING DATA '_: �# �.�• ��" 6�`�,ks! t7 z_-. , �^�'� '�' ,��,�, �/ .r-. ��* It?,�'. j'� ,�� -- - - - +` ;` �. "^'' ! ! ` '� `• -` ' TAX MAP # 1000-102-05-a.10 1 DESCRIPTION (FOOTPRINT) AREA Y LOT �.►� ,7tr � , `s COVERAGE 2 �!l ti �° X w w� 4",• a �� 4✓ �.; _ ZONING DISTRICT HB NO \_ '' TOTAL LOT AREA 22,444.0 S.F. p +,- SUBJECT PROPERTY LOT AREA 0.5 ACRES W PROPOSED HOUSE 4 GARAGE 2,OOS.o S.F. 8.93b W co e_a , y' B, r ''x,,.w, ,j, -� - '' 'k,�j`v �`', ' „"-y,' .� k 'tea•„° f• 'F ?Ci ` • "" ♦ - J FEMA FLOOD ZONE X PROPOSED COVERED PORCH q5.0 S.F. 0.43b PROPOSED WOOD DECK 300.0 S.F. 1.3y - SUFFOLK COUNTY HD APPROVAL R-22 Og81 6 TOTAL AREA OF ALL STRUCTURES 2403.0 S.F. 10.7� p 6� ' •�, • µ 9 ? g. i # -'! ',�� ,h�+ '"►' •`k "MAXIMUM - `J 0 •. �< �'=` MAXIMUM LOT COVERAGE ALLOWED 20% a., !Y ��' '. �. r+,,= �'' HABITABLE SPACE PROPOSED - } Ah. 4 ` ° . ,��- � n•`+ 4� BASEMENT AREA O S.F. a Y d FIRST FLOOR AREA 1407 S.F. * a �" .r ' ,�, ` <'; g.#• • `' a` "� SECOND FLOOR AREA 1,575 S.F. CV CO ;aC {' ; ' �. a� d` ` - . , . .r"°'gyp' ';;~ TOTAL BEDROOM COUNT 5 CALCULATIONS: �, \, t �¢�6 �.• �„ DRAINAGE NBC E SYSTEM ., -. '�:%,.._ �'Fw,.�- ......vri.3;.:" ' �..�"'� a.+� ..0 �.�.iW✓":C.,.�:" d.A..._ti......-,�r _ .: PROPOSED HOUSE,CARAGE, a COVERED PORCH= 2,105 Sc�. Ft. LOCATION MAP 1 DWELLING w/ WELL 4 2,I03 Sc[. Ft. X 0.17= 358 5GALE: NTS I CESSPOOL OVER 150' FROM 358/42.2= 8.5 VERTICAL FT. OF 8' D I A POOL REQU I RED I SUBJECT PROPERTY LINES PROVIDE (2) X 4'-6" DEEP DRYWELLS i- 50' MIN. 53750'1011E BUT SUFFICIENT TO KEEP SEDIMENT ON SITE _ __ _ _ _ - _ _ _ - 100.01 EL=30.5' DRAINAGE SYSTEM CALCULATIONS: I EL=2q.1 PROPOSED ASPHALT DRIVEWAY= 1365 Sq. Ft. U ._ HAYBALE5 AND OR SILT FENCING m 1,565 Sq. Ft. X 0.1'1= 231.-TI n 231.-71/42.2= 5.5 VERTICAL FT. OF 8' DIA POOL REQUIRED I o PROVIDE X (b' DEEP DRYWELLS Q < I < EXIST. DRAINAGE SYSTEM INSTALLATION NOTES: p ua I 4 WELL • A MINI MUM OF I O SEPARATION 1 S REOU I RED BETWEEN DRYWELLS U )4 I I I WATER SERVICE LINE, UNDERGROUND UTI L 1 TY LINES, SEPTIC G L cy cy a COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE • EDGE OF ALL FOUNDATION WALLS Q Cn - I I I • A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS o> w CONCRETE SLABS AND PROPERTY LINES Q T_Lu ° CONNECT ALL CUTTER LEADERS TO NEAREST DRYWELL v 1 u I 50' REAR YARD SETEA�K i<K - 0 z EL=30.0' 1 - � NOTE: _ 1 v I I I I. FLOOD P DATA: MAP #A36103G0163H / 0 ff) �� MAP DATE: Oq/25/200q \ Ot FLOOD ZONE: X CONSTRUCTION ENTREANCE-FOUNDATION OF COMPACTED - ( N , 7 I 2. SITE PROTECTION/SILT FENCING TO BE 5/4 STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.G.A. Q QP (� I INSTALLED AS REQUIRED BY THE TOWN OF FILL TO 0" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE 1 �U � cv SOUTHOLD. 1 0 N / 3. SURFACE WATERS OR WETLANDS ARE NOT \� LOCATED WITHIN 300' OF THE PROPERTY. TEMPORAR`r CONSTRUCTION ENTRANGE: O lie, I I / 4. ELEVATIONS REFERENCE NAVD Ig88 BALES SCALE: 1/4" = 1'-0" \ w z HAY B D%OR SLIT FENCING a �ARETE 4■ 1p�G,�gT I \ I j Q Q I I v / 5. ANY VISIBLE WELLS LOCATED WITHIN 150' Q ( OF SUBJECT PROPERTY LINES ARE w z DEPICTED ON 51TE PLAN. ORASS SHOULDER AREA \ Omz \ IL IL 1LI I i p W i Q IL OGTOBER 16, 1446 \ U I TOGKPILE STORAGE u -� AREA I p TEST HOLE DATA 600 S.F. TEST HOLE DUG BY 00000000000 McDONALD GE050IENGE 00000000000 r \ ry 1= I � AS SHOWN ON LOT NO. 2 ❑OOOOOOOOOO I OF FILED MAP 0000000000 rLn n In n n n-nrin EL.=25.4' z I Q W OZ I tD O 8 OL SANDY LOAM g ry� 8 DIAMETER FREGAST - - WWRETE LEACHING RING. PROP. WATER SEE GALC�UL.ATIONS ON FAfE I \ I \ \WOOD DECK\\ / -� Q ML LOAMY SILTY SAND v SK-100 FOR POOL HEIGHTS !6•b \W WN' �\\ I (PROP\1 - g p r D W MIN MIEN. DIAMETER - - SAND 4 CORA1/E3-FILL LU TYPICAL SECTION @ LFACHINC POOL I PROP. 2-STORY FRAME DWELLING w/ I SCALE: 1/4" = 1'-0" I I BASEMENT d GARAGE PROJECT: (5 BEDROOMS) -- I w F.F. EL.=30.61' PALE BROWN FINE (� .0 /GARAGE SLAB EL.=2q.i' n . SP TO COARSE SAND NORTH FORK --- 4" VERTICAL FAGS 5' �PROP� 10' ESTATES - LOT 4 O/ I MIN. D.W. / MIN. ui 21.0' I �GOVERED\ PROPOSED rRoM I ; I GRIPPING STREET B�DD I NC DATA I L. PROP. '" �ETSACK SCALE: 1/4" = 1'-0" VENT I/A WT5 16.2 `fl PORGHI TEMPORARY I WELL i I CUTCHOGUE, NY 11935 Lu ( TO ROOF AS PROP. CONCRETE � t z I I IS' MAX. G. TO G. w a•D G° wASHouT I I I DRAWING TITLE: 11-� ROP. O 40' 1-RONT I _ REA I z l - z 0L HYDRO-A ION - YARD SETBA K Iz ~ I _I I I"I.O' �� - vl COMMENTS: NO GROUNDWATER PROJECT DATA ; LOT COVERAGE AN600 I/A OWTS I � . S `9 ul O w/ REMOTE PLC O 10 MIN. } � -1 tu i I ENCOUNTERED. HIGHEST - N w - _z I SITE PLAN CONTROL PANEL I Q z v 1 = z CIF ADE z- EXPECTED GROUNDWATER EMBED FILTER GLO _� "MII PROP. 20"<7 d z t- -� I �$O' ELEVATION I5 -4.5' PER U5G5 MIN. 6" INTO GROUND 4, I PD0 TY B X ho i k 0 Q i w i �L L P� T/o MONITORING WELL 552340.1 SDEOARMS ATER CALCULATIONS z D I AL-ACHING N g MAXIMUM DRAINAGE AREA ��,0NOTE: `� FyO� J �A\ z (SAMPLING I I~ Q ul p wI I S c�`v 1/2 ACRE / 100 LINEAR FEET POINT) u Q OL llJ !Y IS � x O 1 PROP. n z o a la m I m� \ SEP 1 5 7n7?. PAGE: w I I u_ 10 U1 _ I SILT NG DETAILS O �� PROP 10' MIN.I�� 10' PROF. fill lySWPP SCALE: 1/4" = 1'-O" �t MIN. D.W. O_ 10N• I I cV I \�� I I in I ;PROP. I I I N PREVIOUSLY LAID BALE. ,iiii,�i ,ii , z \E.P. I I - i SITE LAYOUT NOTES: 0) 467.52' EL=2q.3' a �z a 1. THIS 15 AN ARCHITECT'S SITE PLAN � 15 DATE 091422 : EL=2q.q / / 1 OF 1 �_- - 1_ o I SUBJECT TO VERI F I GATT ON BY A L I GENSED PROP. N3q°38'20"w PROP. PROP. gq•bg� SURVEYOR. THE INFORMATION ,,;,; '�.;i, ,�. ; �;� STREE FLOW T STREET 1 PROPOSED STREET REPRESENTED ON THIS SITE PLAN IS TO THE TREE TREE I ASPHALT TREE I DRIVEWAY ARCHITECT'S BEST OF KNOWLEDGE. GONG. WALK PLACED ON CONTOUR ) 2. SURVEY INFORMATION W TRENCH DRAIN AS OBTAINED ' � .. P �' ' FROM A SURVEY DATED MARCH 3/ 2022 A��`I ,� d�'S AND PREPARED BY: ` �A A 5: STEEL PICKETS OR 2"x2" STAKES 1.5' TO 2' IN GROUND. I GONG. CURB u DRIVE STAKES FLUSH WITH TOP OF HAYBALE5. I ^) SECCAF I GO LAND SURVEYING PC. ANCHOR I NC DETA WSTRAN BALE D I KF_ DETAIL ; C R I I N C 500 MONTAUK HIGHWAY � %�<? z o� yo`' 1 MORICHES, NY IIC155 SCALE: 1/4" = 1'-0" I S T R E E T .•w�� SITS PLAN (651) 8-78-0120 SCALE: 1" = 15'-0" 1p"'I -1.11 'AS-11-1--P lit _k�#R%�kb� kic-IlT jL 1. THIS IS AN ARCi-ITEC'S SITE PLAN I -0,'141.Itl.li, All 5�A L,CCl 51.!S_CC TO Vl Si-RvMYOR. Z INFORMATION < REPRESENTEr ON THIS SITE PLAN IS TO�,E 1-1 A�,ECT S BEST CF KNO-ECCE. O IP.V-.!,.-t-It III All i PI, Lu F, 2 XPCAT(ON CIETAll 0 •I,pea.,I,Z M T_S_'__5,__, - E; PRO A SLRVl rATPC M.A�Ii,a,202 ..It.P., is A c-T-11 AND PREPARED BY 5ECCAPICO LAND SURVEYING PC Lcnd±vk,::kn covm«Mb c Lrlbrtlon Icn<h'b avv<4:c m�lw ®® \l S.A, .....- _'".1,5� I I SOOMOWAI)k`1�_y I"A MCRICHCS,NY 4,� �0_ 74 0 C:Z 0 4 All I I-Al Ina-/u yror brc=G-z^cv/ercq ® ® • S`, 1«� PP-I ® ,. Y DNE_LINS•+/JrM L 1 C: :I' It, 't 0 cb 11.1 S1All 54S_1567 FROPERTT'LINES -C 0 tp--P I. ��=,Ai;!,' —-—-—-—-—-—-—-—- It- '00 C < I=;zZ=t ®�®�®��_®�® 6J� ®� ® L°-a ---—-—-—-—-—-—-—-—-— (a) I�P11 to Ili,Itisarlart-1. 1 1 cccve PIll It I-f'.., 'I't LOCATION MAP 111 i,,P`t1mv.1t, I__ ;_ 'IT". u-t=,L—I, It.=ll Pill ... 1.—11 .1 11 .IL I __'llf-111.1 1 1,2 PAll Z" I, 1-t SCALE:NTS to -Pt,l"I Illllct U52 2_72777 70 PIP.F__, e._,__....."- < C) TAX MAP I "IT UUM&LP-1.OlL ZONINS DISTRICT Ha NC (D M till _C + 2-1 1ASP. vEll RIFT ON(FOOTPRINT) AREA 0 5,.1- 2 TIiI It tl,,I/A5 01Mr I,— ,N g % 0) 1. r.A,- TOTAL LOT AREA 22,4-.0 S.F. 1".. P,I! -,I _—,IF 11-S_H�e Ill.tt " tee_iP,t PROPOSED l 4 SARl 2.00S.0 S.F. bq% EL=SCO' < a.At. 1..-S1oej PROP05EP,COVERED pCil :S.0 5:�. 0.4% F�OF05ED�j*op DEC- BOO.0 S.F. i.5% 0 IN, 2405�rP 0.7% ,-I A� 'Frill) MAXlYLM LOT COVERA&E Al-209. P11-IF -P Pltt "A 0-- All 1I_.SF-p-1 PPIP, MAP P11- 'A uq MA 1,56O5cOlbeH MAP PAT- �/25/-COO W 11 II Town FLOOD=O.E�I Wl _P_ Vt..'r. I eau.a t \ell 11.1 tc ALLEP AS RBOV�-P BY TC�OF �S --CTO-lLT—lNSl F",-1 11 lght era corotrve:eq of Sam and —-—-—-—-— axle ma bI±tier SPJT101 I z, r Sl.ili!FAC�INA�_• OR ARE NOT T.L I. OF Ti-IF lZ rtmlel. _�I I":? k LCOAED AITHA SOP --llOFZR.Y X 4.ELEVATIONS REFElii.E-RCZC lill 5.ANY V -1 S STELE-LS LOCATED il-lN O' 0 SI.B 7 FRCFERTY LINES'AR-_ PErCTEO ON SITE PLAN `LIST LE55POOL =T11 VISION I I .-,-".="I 11 S.All pu��_ 11-L It I- MAP 01 l Ek--i row.mmaMed to Ix eeryP.11F, I—eponingg, LO-NO.4 Fl JoTSK��MA Fj R jjRKtZl MAP NO.1222. 1 PECK A P ..- S_ FILED FEEIRuARY 04 2022 ll-tz .-l"_I, l-I,I I It— F_ ,-F I, Pgogbn Ms lien w+tpicd a!a Ncn Y«k Lkcmeq Proiesa'aaI c<tkn i«laakom d LM f«cc main ilt'srn nin tw mope $EL'O_'E DADA I I /' F11,0F.2 IF TEST LE PL BY LP OEOSC FRAME DWELLING.1 1 IF—per Nl AS S�AN ON LOT N 2 BASEMENT I GARAGE",t!') . EXCE OF FILED MAP BEPROP.B11 Pi F.F.tlOA At nP.- P1--1 6.liiASSE SLAB El 1 d1 Sr-t I— —,t-;c tP ci. I I 1 41 _C�L SAXPY LOAM pi's < PROJECT: Fr- ISO, I I-P �l I, 5%�-1 OOVEREl' NORTH FORK VENT VA O;N__ "ELL TCF`c`CFA5_ —F. ESTATES-LOT 4 FP- `;`EO 10 \ g ho�mc.a:cr,sera bottom ones the P_P.l 7:10VI W.9 X P I� - HYDRO-ACTION P-t-PIF,E;A E PP'P, I. AL n. 0 GRIPPING STREET T. SA- c i R MOTS; CUTCHOGUE,NY 11935 ANeCC I/A O�TS 0 Fitil-C'. !ZAC;:; A"c,,S, YL;IiLT 0 It is t mop. NT) PROFCSEV DRAWING TITLE: xlaceq,TM MIN. LP.=d. 15P-L- ar P NOTES HYDROACTION I/A OWTS D" `NPF- C.MINI a S:TE INFORMATION SITE PLAN M SIT 5L`l COUNTY HIE-Al E�EFAFTMENT AFFFZOVAL 11 PSTPI H.S. REFERENCE NO.: �R-22-OIP&l 'T NO EE EXIST A&T.52' l 0- IZ I PAGE: _Iiw - - I - - -—-—-—-—- - Ul I EXPECTED T" 2 SP-101.00 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FORA DRAINAGE 5Y5 Ew INSTALLATIGN N TES. eET-N rONr '"AL` [DATE L J_OF 2 • A MINIMUM:OF tOT SEPARATION IS j�.�G_Uj, P`Z"ELLS t NATER SERVICE LlNl hPCRC-_1jNP UTIL 1_LINES.I SINGLE FAMILY RESIDENCE ONLY _CMFONENTS,LEACHING I'll 5al COMPOIENT5�AND'C THE SP SECFALLF 'PATIONWALLS GONG Cl • A MINIMLM OF S'SEPARATION IS BETWEEN �,ILLS I SEEATTACHMENT(S)"IlIETEE SLABS ANZP PRG FE-LINE5• cONNECT AL &jTTER LEADERS T.0-NS-A"REST OR�ELL F< I F F I N G- DAil Design Professional's Certification Required. e T F, E E T M. DATE 9/4/2022 H.S. N R-22-0981 Submit P.E.or R.A.Certification For A The Installation and Construction of the Sewage Disposal System PROP.WATER MAIN a STREET APPROVED Use Form WWM-073 EPSE Or rAVT.MENT ----- 0 0 6"`4 '--ALE X-1 6 BEDROOMS R MAXIMUM OF EXPIRES THREE YEAR RON4 DATE OF APPROVAL SITE PLAN SCALE;t'a 15-0' I LINE E�� A6�wRAl-I ILL M MAIN ELECTRICAL ZERO 5ETTING .5 y ?ANEI AT DWELLING Or OFF v RGUITICN ° -d�o IN.�IGATGR IN�IGATL.R L ._ 0 szo MAIN 5REAhER I� a m!a LO f0 Q O INDIGATO c — � I I GIKvUIT IC�i`� 1`=A1� �.�✓CK� �� \ Q) �I OUTPUT LGIRGUIT + -I--J I r r 1 POWER, SUFPL TIME A... cD.., Iivfi-'JT ON;-.-.�.HIt=' MIGRCGCMPJTER I•— R.aNGE/uNiT 4 m GIRGJ T 15ELEGTOR5 •z + DECIGATED,50 AMP SINGLE-PHASE Q GIRG ✓ UIT—REAKER ELEGTFZ1r_AL 5ER.VICE TO HYDRC-ACTION J PLC CONTROL PANEL I Q HYDRO-ACTION SINGLE LINE DIAGRAM SCALE NTS f 0 NE1+(5j PCLYLLK]O-m pc^cif: P.ROy!pE FA LCn'RL? GI^Ely'N= -E<CTDPRY�FETY PAnE w YPI_G `_£LLRI^'ATE'A— FFvLASEl .-E.- < LOVERS BLNEATN LOMFR-cS�,v^R ( iF fi. PITLF LOVER fRADE GRIMALL RISE i 1•FER FLCT P.£L?a^,^; rT`lP.;ALL RI5ER5) \•- \ I'-O'M.!N. 10'1!IN 10'i "-0'MIN. I D'-0'MAX ]•-E•MAX MAX AVE.ERACE EL.•�nb 13'-b'HA.0 I 1 56 MA•IIMJM�CP'c � MI4�o="c e5 it MAIN DRAINI _. PVC OR EG. ( Y:iti 4'm SOR 95_ Ma PITCH a a' FVL oR Ec I PROJECT:. MIN PIT- M.IN.4'm EDft 55 LINE EL;rb: P,<DRED. e „., „ OW LIE i NORTH FORK M.N PITLF 3•I' I EL?Z1= EL.•:1L ------F---- 4: + EL`bb ESTATES-LOT 4 1 FFLV C_LAST IRCN b / " lIv — `PPEPRCVICE 13"TtiK �iPR.MiDE E!.D GAP IN.PRDM e.ILD!NE eece ieL�e[AEA, CE/ELL AiI0.TLETSi I •-°„' GRIFFING STREET ATI N CUTCHOGUE,NY11935 e.ASeMEnT csiRla,TI<n ec.. t HYDRO-ACTION A o ?45 NITROvEN REDULTICN SYSTEM REPLACE eNET.FOIL DRAWING TITLE: r ctEAs sA� j DILL of MATERIALS COLUR 511RRo'aEA_, - e'-D-- WIRING DIAGRAM h!�EN ENIST E1. ITEM cEuR!Pr!oN oiY. P c-,<AVEL;sP"sr,u SYSTEM DETAILS LAYER N."T FR<5En'i HA-AA500 TANK ANELC.?45 NITROEEI:RLVLi.ON 5L'FFOLK C CUNT" HEALTH. DEPARTMENT APPRC'`/AL A 5_0 s ANK A EOO 5a5 F,,,EATYEN �f Ham. REFERENCE NO.: R-22-OG81 eccm sESTArARD:T �c cnNSK� PAGE: L IDOII ISSEMELY,RE-LIRLLtAiIOt.i45 LCMFLETE ANbOO C ANEOC-P Al—w PLATFORM LCMPLETE --` S P-10 2.0 0 E Ec50-NL-I30-PLL CPS,EL50- -L-I]C-PLC N!6MST EN�EL.c _ _______________________________ EROLV^h tl_,REL.?9' ____ --------- ---------------_ DATE:0S/02/22� 20F2 �C ANT PYSTEM !4 OWiS: r L,[Ac�NS FOOD NNOVA'`JE S A_TER�IATI\'E SITE WASTEWATER TRE4 mil ! 1�"N'I` �-- 6 1 I^l,u t.A.5 ENJ_L NAlE A M N W>t TR:hTME7 LAPAL TY CF aap EPD is BEDRLOMSJ' , LAL�N5 T'M FLR A 5-b eECROOM R_ D NLL 5NA:1 PROV DE aC0 FT=SDE AA.L 4REA i i I •�'��-YI--fG SEEATTACHMENT (S) �A L AL KLRO ON ATE00 PRO OES 660 EPD THE> LAP L ! D• E FEL DEP )LCA A 6 5 PRN DE a00 F i S DE-WA L AR A -- ` v „ L. R5 "L ALL L CNENTS FER M✓.N;..SPECS. (f e H(EFFELTI`/E DEPTNI LEAL.y OC PL5£D FOR SOb E.NPANS ON ti 1 I� 3. A L �N D 5TA LC BETWEEN THE"A D 7S AnL%LOWS Y.'Y LC LARR°AECME 7 ENALL BE I LEALN NE> BE CONSTW.N:TEC LF E AaT RE NFORCED CONCRETE fOR EOLALI i }�A-r`- ��(;\ 1' F1ED A MAN A NED c „D ET t P BJILLINE IS F N A SLAB I ALL GARS W 1.BE OF PRE<AST RE N.CRLEC LD':LRETE/LR EOLA.% 4. A 5 f•'N D YAnL BE'. h T E.A—S ANC D 5'EON fW RESENT-ALL BE A tZ` 9 M.N--NC' 'nE'`'N L E'LT RE..ORDED Ci6'-DttiATER LEVEL A L —� r'R+�.E h TREA'M'\ PALf""CP C'YrY aaC EPD(5 BEDROC. 5 REGYrRED R E NI!'BeR CP I LCA.h NS DL SN BE NV, •.�.• ,a...AR-a — V it 10 A E NLE M 0.TVT EAL na PO^ nr WATE. L k 414LL 6E AINTA N'ED CLEaNOIrt 6ETNL FOR AREAS N01 SUEJEG'iC EYICI UR TReF I_ * / ROFOSED BEDROOM5,SYSTEM SILL BE—ABLE CF ALLCMMODATINO A E eEOROCM LAoA,:iTY (V ! Al b v.D STAN..0 EST—ALL LEA HN FOOLS AI9/A OnT_SHALL BE MANTA NED LIR Sl.V EMS•ALTERNATE*A'IS FOR BERDS,XTERWE•E-IS FOR USE WITH BIG,.EYENMII/CCRNECTOV -- - ___ _ __ _- -- 9p 037CD5 �OQ• PROPOSED 5EPTIG SYSTEM DETAIL GLEAN-OUT DETAIL F0,NEB SCALE:NT5 SCALE:NT5 SURVEY OF LOT 4 q- MAP OF WILLIAM J. BAXTER, JR. �0 SITUATE AT CUTCHOGUE TOWN OF SO UTHOLD ' SUFFOLK COUNTY, NEW YORK 0. FILED: 0210412022 MAP No. 12229 S.C.T.M. No. 1000-102-05-9.10 LOT AREA = 22,444 S.F. ACTUAL AMOUNT CLEARED: 18,580 S.F.; / 83% ELEVATIONS PER NAV88 DATUM SUBJECT TO COVENANTS AND RESTRICTIONS PER FILED MAP, LIBER 13113 PAGES :649 & 844 CUWNTEES OR CERNRCARONS ARE NOT TRANSFERABLE UNDERGROUND URLIRES EASEMENTS NOT SHOWN AND URLRY POLE LOWONS ARE NOT GUARAMETD. THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIRC PURPOSE AND USE; THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES REMNING WALLS POOLS, PATIOS PLANTING ARM ADDITION TO BUILDINGS AND OTHER CONSTRUCTION.THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR E45 MEMS OF RECORD, IF ANY, NOT SHOWN LAND NOW OR FORMERLY OF ARE NOT GUARANTEED STAMP G. CASE & SELEN B. CASE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A MLA17ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY AMP S 37'50'10" E 100.00, NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SMALL 1 NOT BE CONSIDERED A TRUE VALID COPY. w Qi9' MO ALL LOGTRONS OF ARID DISTANCES TO WELLS AND CESSPOOLS ARE BY LOEARONS FROM HOMEOWNERS RELD OSSMA17ONS AND/OR INFORMATION OBTAINED FROM O MAP , OTHERS SINCE MOST ARE NOT VISIBLE THESE LOGIRONS AND DIMENSIONS CANNOT �C E CERTIFIED. S.5 0.48 w w P.L. 0 hh " o BOLLARD Q pt to LOT 4 o� to �w 0 r d0iE OF CLEARING � w ti o K w9 a�oh � m N � ti r6.71— � 40.0 oa w C.E. s Op 21.0' w 8.0• cc CONCRETE FOUNDATION o ON T.F.EL.=31.9' �q to o �N c 21.0' � 0 28.2'ad O O Wei 467.52' 9 GN �e• sg 29.27 N 39038'20" W 99.68' SIGN L.P. CONCRETE WALK 30.23 OF NEW, �- BC28.89 CONCRETE CURB BC89.8 GRIFFING STREET �. +CLzs.80 PROP_WATER MAIN EXTENSION—(VARIABLE NmTZH— +CL29.85 EDGE OF PAVEMENT EP28.22 EP28.54 2 lv EP28.75 q 049291 EP29.05 FQ 5� N D SECCAFICO LAND SURVEYING PC 500 Mon tauk High way Moriches, New York 11955 Phone: (631) 878-0120 Phone (631) 728-5330 pseccofico@optonline.net Pat C. Seccafico. PLS Pat T. Seccofico. PLS NYS Lic. No. 051040 NYS Lic. No. 049287 01131/2023: FOUNDATION LOCATION copyright — 2023 Seccofico Land Surveying PC PROJECT No. 63146-4 SCALE: 1" = 30' DATE: 0310312022 A., - ---------- - - o.w L' ��'-. 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SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SP'101.01 APPROVAL OF CONSTRUCTED WORKS FOR xa a. _ ASINGLE FAMILY RESIDENCE `W ,�� ME ae:rmmm.LULYroncwa.waeoweea+,a AlP9 riB --- e¢� _ - zZiL; AM9ibN qrY aVMAnPNI•!i..10.'a L9kf.€1 BaHdld/ Date-_11113 024 H.S.Ref No.,.,,_p__.._R'22-0e®f �1Qi.,° 0a,mw°, L,e°�,xrl.w,wa,,. i 6 R I♦'a P I N t^a I STREET �e The sewage disposal and water supply facnies at this location have been inspected and/or certified by this Department or other agencSes and found lobe satisfaetoryFORAMMIMUMOF_;_,._SEDROOMS. ^- 9119 P A CRAIG KNEPPER,P.E.,CHIEF Office of Wastewater Management T1 1—'�� w..-.+-ti.^.--w+-..r-s.r-v ;. ..v.I a�+'� •�1 I�! v��_q C-LEG77el O fill GL'I:AN� ALARM/CONTROL PANEL too IN I I Ice fall , i DEC - ' 2024 sa 16/ _ MAIN ELEGT}.IGAL 1 1BSE Y PANEL AT DWEL=L„NC I 1� 4VB19 E� _ 107 a r�aem''uw I -IPasPsuneN r-1-URL cam.7�. 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ST t BY676M®€i�L§ N H oeaA T A� r � E OLYLOK 22 DIST.BOX 2 Tbj Y STAII_ _ __ __ k.6 _P R=P NO R•�1-09P I � Ad€I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SPA02.01 APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE, „ , _ vW✓'aeY`i�*"�^Vh+`N.. -if- .'-�£-a,t' -r"b 6"�^.r':Viu-,.y`'.`el�r`e!"�4•.N _bMtsb"~� .'rV-i'Y#.. ��iy.Y,� sM1 L9 1 Bn,€Ae Na aofa Date,_ 11t 9P®24 H.S.Ref I.Y�Psf eXW WB9RtaNNi41rk8/16iPA9t1'eM i}3aWMNs'axrAJ.�,.'- I W6MW1&•RHRaPMetWAT'±RA4Kl M41�Pb4 tdd V#atR7MW PR40 « ' waewet!nwaaeno�e�eraaas+�meeatawneeml. N±.r.rsewes±ra�nwwra,mnsww.aP+rp.ssautu�, t ,�,,,., r,: p€® The sewage disposal and water supplytaalilles fit this location haveheen _. _ =.—_ PeRrA ,r.�.+newep:.,,Nev,•�s.na�ne�xw,r® � �i inspected and/or certiW, by this Department or other agenees and found ,_=ffi�1A9^°®�""�"°' �'•'. * --- I - �''�--� ' to be satisfactory FORA AMXIMUM OF,-, C OEDROOMS. ,,,r. -...t........�..+ds,_xse,_ .tHs.�rY+ c� :.,<.a-t- aw.-.,...-r- ::..+,......, -ne,�.,W......�.»s.:.� -k«.... Iw,"q._..r x :s.m a ,m.,Y_.-�.at • r (/�� a;raw i mri vim.r�aure mrr%r=vur1 t CRAIG KNEPPER,P.E.,CHIEF 1=TIG -.7S DST sGLEAN-OUT DETAIL a Office of Wastewater Management Generates! by REScheck-Web Software Compliance Certificate Project North Fork Estates at Cutchogue Lot 4 Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,982 ft2 Glazing Area 23% 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 04 0 . 0 9 0 Compliance: 8.6%Better Than Code Maximum UA: 526 Your UA: 481 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. .EOelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,526 49.0 0.0 0.026 0.026 40 40 Cathedral Ceiling: Cathedral Ceiling 357 30.0 0.0 0.034 0.026 12 9 WEST Wall:Wood Frame, 16" o.c. 817 21.0 0.0 0.057 0.060 33 34 Door: Glass Door(over 50%glazing) 48 0.300 0.320 14 15 SHGC: 0.40 Window: Vinyl Frame 198 0.300 0.320 59 63 SHGC: 0.40 SOUTH Wall:Wood Frame, 16" o.c. 910 21.0 0.0 0.057 0.060 48 50 Window 1:Vinyl Frame 70 0.300 0.320 21 22 SHGC: 0.40 EAST Wall:Wood Frame, 16" o.c. 758 21.0 0.0 0.057 0.060 25 27 Door 1: Glass Door(over 50%glazing) 96 0.300 0.320 29 31 SHGC: 0.40 Window 2: Vinyl Frame 219 0.300 0.320 66 70 SHGC: 0.40 NORTH Wall:Wood Frame, 16" o.c. 740 21.0 0.0 0.057 0.060 35 37 Project Title: North Fork Estates at Cutchogue Lot 4 Report date: 07/27/22 Data filename: Page 1 of 2 r � Gross Area Cavity Cont. Prop- Req. Prop. Req. Perimeter Window 3: Vinyl Frame 123 0.300 0.320 37 39 SHGC: 0.40 Floor:All-Wood Joist/Truss 1,887 30.0 0.0 0.033 0.047 62 89 Compliance Statement, The proposed building design described here is cons with the building plans,specifications, and other calculations submitted with the permit application.The proposed building been signed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory req i me s lilted in the REScheck Inspection Checklist. G ilb, a/&1a(a_ Name-Title Signature Date D IA � .......... Q3 10 N� jY Project Title: North Fork Estates at Cutchogue Lot 4 Report date: 07/27/22 Data filename: Page 2 of 2 2018 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.40 Door 0.30 0.40 Heating & Cooling Heating System: Cooling System: Water Heater: Name• Date• Comments Generated by REScheck-Web Software Compliance_ Certificate Project North Fork Estates at Cutchogue Lot 4 Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,982 ft2 Glazing Area 23% 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: 8.6%Better Than Code Maximum UA: 526 Your UA: 481 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 Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,526 49.0 0.0 0.026 0.026 40 40 Cathedral Ceiling: Cathedral Ceiling 357 30.0 0.0 0.034 0.026 12 9 WEST Wall: Wood Frame, 16" o.c. 817 21.0 0.0 0.057 0.060 33 34 Door: Glass Door(over 50%glazing) 48 0.300 0,320 14 15 SHGC: 0.40 Window: Vinyl Frame 196 0.300 0.320 59 63 SHGC: 0.40 SOUTH Wall: Wood Frame, 16"D.C. 910 21.0 0.0 0,057 0.060 48 50 Window 1: Vinyl Frame 70 0.300 0.320 21 22 SHGC: 0.40 EAST Wall: Wood Frame, 16" D.C. 758 21.0 0.0 0.057 0.060 25 27 Door 1: Glass Door(over 50%glazing) 96 0.300 0.320 29 31 SHGC: 0.40 Window 2: Vinyl Frame 219 0.300 0.320 66 70 SHGC: 0.40 NORTH Wall: Wood Frame, 16" D.C. 740 21.0 0.0 0.057 0.060 35 37 Project Title: North Fork Estates at Cutchogue Lot 4 Report date: 07/27/22 Data filename: Page 1 of 2 Prop.Gross Area Assembly or Cavity Cont. Perimeter Window 3: Vinyl Frame 123 0.300 0.320 37 39 SHGC: 0.40 Floor: All-Wood Joist/Truss 1,887 30.0 0.0 0.033 0.047 62 89 Compliance Statement. The proposed building design described here is consAstent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building been signed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory req i me s li ted in the REScheck Inspection Checklist. ;��0, a/bfar�- Name-Title Signature Date � Il '•+ �. 0374Ct Project Title: North Fork Estates at Cutchogue Lot 4 Report date: 07/27/22 Data filenarne: Page 2 of 2 2018 1ECC Energy Efficiency Certificate insulation: Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): . . . Window 0.30 0.40 Door 0.30 0.40 Cooling Heating System: Cooling System: Water Heater• Name: Date: Comments APPROVED AS NOTED COMPLY WITH ALL CODES OF DATE "6_a3 B.P.# NEW YORK STATE & TOWN CODES FEI?. 9 323-(Eb BY AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE SOUTHOLD TOWN ZBA FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED SOUTHOLD TOWN PLANNING BOARD FOR POURED CONCRETE .r 2. ROUGH-FRAMING,PLUMBING, SOUTHOLD TOWN TRUSTEES STRAPPING, ELECTRICAL&CAULKING -"' 3. INSULATION NXS.DEC 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ' REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR PLUMBER CERTIFICATION DESIGN OR CONSTRUCTION ERRORS. ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY DO NOT'PROCEED WITH SOLDER USED IN WATER FRAMING UNTIL SURVEY SUPPLY SYSTEM CANNOT OF FOUNDATION LOCATION EXCEED 2110 OF 1% LEAD. HAS SEEN APPROVED. PLUMING Fire separation ALL PLUMBING. WASTE required as per &WATER LINES NEED NYS Code TESTING BEFORE COVERING Blower door TRUSS PLACARDING REQUIRED and du work testing regt*ed. Must provide Manuals Do J and S as per NYS Energy Code RETAIN STORM?,PATER RUNUFF F,URSUANT TO CHAPTER OF THE TOYSN CODE. ELECTRICAL INSPECTION REQUIRED I SITE PLAN HATCH KEY: PROPOSED BUILDING ['" " 1 PROPOSED WOOD DECK/PORCH �,� S 1 PROPOSED 2ND STORY ,.,,,,. ,r 0 y. J CI5 c) tV Q 4-' U) i 0 O 6� -0 O . 0 Z O DWELLING w/ WELL b CESSPOOL OVER I50' FROM •� SUBJECT PROPERTY LINES 0 t N S37°50'10"E i ♦ j�t' N y '" �. F A 0 E E Y • �' cu m Lf1 100.01 -- — t 0. A , - - - -- - - - Q O � �.►r� I m .� ,f•"9 PROJECT LOCATION & SCOPE m _ ��,,,,,. �i_' ti - � SITE PLAN & ZONING DATA N � - - - Q s z * y GENERAL NOTES � I I � "�. k° , '•�. SUBJ�GT PROPERTY `� 00� .00 z _ ENERGY TABLE ^' ..} x ' 4'' �J EXIST. " A s t , v WELL ..� � , '� ''� _ ''�,"�'� STRUCTURAL DESIGN CHARTS r , I � °!� , . . HOEDOWN, ANCHOR BOLT, � I STRAPPING, & NAILING DETAILS FASTENING N • — �' G SCHEDULE A !rf M tu o . �9 n . ,. 0® •00 FRAMING GRAPHICS -r�1■ m 1 5 C R=AR YARD 51=TE3ACK i ,f: � "° �. "� \ �,, BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS Z75 -1 Q PROPOSED FOUNDATION PLAN `y a °^ PROPOSED FIRST FLOOR PLAN -" A- ... _ti _ �. _ _ _.. _• tea 102 .00 , I LOCATION MAP Li z Y 1 SCALE: NITS - --- - ---- - - A- 105.00 J w � > PROPOSED SECOND FLOOR PLAN ao n w I � n � -- ---- - ---- 1 — PROPOSED 2 STORY WOOD FRA1 IE S I NO LE—EAM I L`r DWELL I NC -� •�� PROPOSED EXTERIOR ELEVATIONS I — PROP05E=D COVERED PORCH " — PROPOSED RErAR WOOD DECK I PROPOSED ASPHALT DRIVEWAY I A_202 •oo PROPOSED EXTERIOR ELEVATIONS -1 ' p DRY- - / I [EXIST. CESSPOOL � � � �� T DATA : --- - --- -- �,. PROP. BUILDING SECTIONS OD DE K , DRY- � \ � - - -_--- -- - - _ -- — --•---- u --- � I 4o.0'i ' / WEL I PROJECT / ZONING DATA -- — TAX MAP # 1000-102-OS-q.10 If r =�0 I .00 DESIGN DETAILS PROP. 2-STORY WD. ---- - - -- -_ - -- ZONING DISTRICT O / FIB NG ' uj FRAME DWELLING w/ - ( I / BASEMENT d GARAGE /� I LOT AREA 11 0.5 ACRES - -- - JI O / (5 BEDROOMS) _ - - -- -- --- 0 I VENT I/A OW'r5 - FEMA FLDOD ZONE X ' TO ROOF AS -- REO.D I /GARAGE SLAB EL.=2q.7 N - \ SUFFOLK COUNTY HD APPROVAL R-22-og81 PROPOSED STRUCTURAL PLANS I - - I I I I Q / — - d-- -- - - ? PROP. {� I� G.O. / � � I - -- ----- •s ------ , PROP. /21.0' i HABITABLE SPACE -- - _ - _ _-PROPOSED --- Q HYDRO-ACTION cv 2o-t I __._ = 1 �� •00 PROPOSED STRUCTURAL PLANS AN600 I/A OWTS I IS B, O, I I II l0 / I BASEMENT AREA O S.F. ,p 1 j _ PROJECT: w/ REMOTE Pl_G � I I I 1 CONTROL PANEL MIN. PROP. I - _ _- - -----= --- ---_ - _ 5 Q \ , 1,40-1 S.F. o \ — -- -- - ' MIN. II II GOVERED�:, a� J I I FIRST FLOOR AREA II=-. - -____------ tu PROP. 20 I , ' -_- __ - NORTH FORK POLYLOX z o I it I 1 SECOND FLOOR AREA - 11 -- - 15�5 S.F. ------- - �s I �� PROPOSED STRUCTURAL PLANS (SDAMPBOX G � � ' I I - - I ESTATES - LOT 4 TOTAL BEDROOM COUNT 5 - - - - - -- POINT) I r 2 MIN. PL OP. i 40 F�GNT A�� '�AG!` II _ MIN.--1 z 1 I I LOT COVERAGE - - /PROPS -_---- -- -- - — -- - z ,� �~z `DR�� Q 1 i w _____ __--__ __-= __-________-___ -._! - 10�•®� PROPOSED STRUCTURAL PLANS GRIFFING STREET z i - - v w_EL s� LOT i CUTCHOGUE NY 11935 5' PROP. �\ ? p I I I I I l==-DESCRIPTION (FOOTPRINT) - -__ AREA j -COVERAGE - ' ASPHALT IY 1 1 0 TOTAL LOT AREA 22,444.0 5.F. DRAWING TITLE: ----- -- ___ - ---I - - - MIN. L.P. � O � PROPOSED - -- ---- ---- 8 I O D_ PROPO D D tu I� � zj i --- - k PROP. ( DRIVEWAY 1-1 NN O E.P. , a i 1 o I o r-== = - - -OE _ ---------- =1I _ _'� -- -__ F_ 0 .®0 DWV WATER SUPPLY RISER w 1 ( to MIN.--i I PROPOSED HOUSE 8 GARAGE 2,008_o s.F. 8.qs� !'. PROJECT LOCATION &SCOPE 1 Q 1 1 PROPOSED COVERED PORCH - III---=C15.0-S.F.-= -- -- 0.4% GAS RISER O o ' 1- __- -----__ ---___-- �i SITE PLAN & ZONING DATA Ito PROP. I PROPOSED WOOD DECK 500.0 S.F. 1.5% - �ry I STREET - PROP. TREE I I TOTAL AIREA OF ALL STRUCTURES z STREET ! STREET I D_ _ I 1� I, z TREE I I TREE I O 2403.0 S.F. 10'1Y U_ EL=2q•q' i EWELL i�-- **MAXIMUM LOT COVERAGE ALLOWED - 20gb __- - - _ -- - -- ------ -_ AGE: 1 , gq.b8' RECUIRED SETBACKS - MAIN BUILDING N3q 38 20 W --- -- -- -- ------- ---- -- - -- -- - --- -- , - -- - I' REQUIRED PROPOSED COMPLIES I _ I I GONG. WALK l FRONT YARD 40.01 50.01 YES _--- -- - =-- DATE: 06 29 22 --_ -=--- -- ---= / / 1 OF 16 -- - - SIDE YARD - I5.0' � -16.61 ---_� YES GONG. CURB BOTH SIDE YARDS lI' 35.0' 38.3' YES I C R I F F I N C 1.SITE 15A'rOUT NOTES:15 AN ARCHITECT'S SITE PLAN 8 15 L �_ _ SUBJECT TO VERIFICATION BY A LICENSED REAR YARD 50.0 12q.2 YES � )F-D ,o .T 5 T R T SURVEYOR. THE INFORMATION y Pv9. REPRESENTED ON THIS SITE PLAN IS TO THE 41 y ARCHITECT'S BEST OF KNOWLEDGE. <` r;X PROP. WATER MAIN ® STREET 2. SURVEY INFORMATION WAS OBTAINED ''• "G' C;� ----___ FROM A SURVEY DATED MARCH 3, 2022 EDGE OF PAVEMENT AND PREPARED BY: 5EGGAFIGO LAND SURVEYING PG. ; Cl 500 MONTAUK HIGHWAY r MORIGHES, NY IIg55 OF SEP � � 20?7 ,�� -•- (631) 878-0120 � �� ~ SITE PLAN k w r iUiLD IN'^D='' SCALE: 1" = 15'-0° - -_ - - --- ---- - - _-- - - - _ --- - - -- -- \ / �I - - y� # ETTER Fb - 875 UNLESS T PREVENT THE USE I. CONTRACTORS TO VERIFY ALL D MASONRY X ( �I O I `�� I`IOT�s __ ___-_ ---- , HOOD MINO IAL STANDARD5 . ONSIBILITY TO KEEP HI5 C:ONSTRUGTION DOCUMENT BINDER ICAALL LUMBER SHALL BE DOU6LA5 FIR LARCH 2 $ B ( ) THE PROVISIONS OF THS STANDARD ARE NOT INTENDED O FOUNDATION, CONCRETE, D IMEN510N5 OF EXISTING FOUNDATION AS IT --- ___ ____ _ OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE i --- - -- IT IS THE C.ONTRP`CTORS R� ;BD. BOARD INSUL. III INSULATION 15 ALSO THE coNTRAGroR'S RESPONSIBILITY To READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF ---- ---_-- _-- __. -- __- __--- ---- -_-- -__ � ---- - - CL To�TJ 1 5 ,Tn Ir ON5,AND BE FAMILIARIZED WITH HE PLANS PRIOR TO WORKBFE BLDO. BUISDING OD ELEVATION INT. --- -�I INTERIOR Q 2. ALL LUMBER IN CRAWL SPACES TO BE IS' ABOVE`. SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. I I - 1 8 MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR - - -- . - -j� �� 1 - - __ ----- GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED 501E GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREME=NTS OF THIS DOCUMENT 1' K KIPS (1000 LBS) -- - _ll W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 5IZE OF SILL TO BE (2) 2 xb ,UNLESS (1) 2 xb (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE: CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/So. FT.,U.O.N. IBM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS W ,� APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, A5 - -- -______-- ___-__________ -- - - - -- - - _ J APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS - - - - --- - 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED B.O. _][BOTTOM OF MAX. MAXIMUM AND APPLICABLE INFORMATION OF EXISTING BOT. BOTTOM �� I Q E ALL DIMENSIONS, CONDITIONS, A EOUAL• I. IDENTIFICATION: ALL SOLID-5AWN LUMBER, GLUED LAMINATED TIMBER, ]C MEGH. _1 MECHANICAL N STRUCTURE/SITE SHALL BE FIELD VERIFIED 13Y GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. 11 - ----- -__ -_- _ - - - - _--_--_ - _ Ln LOCAL CODES 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDE30ARD,AND STRUCTURAL B.O.W. BOTTOM OF WALL _ 1 MIN. J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND L FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS MINIMUM - b - -- - - - AND AUTHORITIES HAVING JURISDICTION. RULE5 SPECIFIED IN 1.1 THROUGH 1.5. UNTIL I� TIER OF FRAMING 15 IN PLACE. I G.J. I CEILING JOIST NAVD88 II NORTH AMERIGAN VERTICAL DATUM OF Ig88 z; IY }- C9 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, II J ___ �________.__- _ _ ____ i ---- - -- __ -_- - ____ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - -- U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '7. FOOTINGS TO BE POURED CONCRETE OF 5IZE SHOWN ON DRAWINGS. I COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE •- I OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED - ___ -- - _. _,- _-__ =�L -_ _ __._1, -- - it a -- - --- -, - ----- _ - -- -__ -. 0 �C FANCIES OF FLANS AND/OR JOB CONDITIONS �' ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES,ETC. To BE FILLED GONT. CONTINUOUS O.G. ON CENTER � U 5. ANY OMISSIONS OR DISGRE WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE SOLID WITH CONCRETE. _ -__--_-___-_, ______ _____ _ _-_ _ __,____ _ _ __ t (I -- SHALL BE CLARIFIED WITH THE ARGHITECT/ENOINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE - -- DBE. DOUBLE OGG. l f OCCUPANCY II 0 � C4 WITH THE WORK. ORADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. _ __-_ _ __ _______ ---_- _____f_-_____ _ Jc 0 4 STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE ORADINO AGENCY WHICH COMPLIES WITH THE DFE DE5IGN FLOOD ELEVATION ll PBFE PRELIMINARY BASE FLOOD ELEVATION � �' N cc 6. NO DEVIATIONS OR CHANGES TO THE F.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 __, _ __- ____ ---__- _ -__- ---_ _ �� _._ _ _=-I c .. UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4p00 P.S.I., U.O.N. I DIM. DIMENSION - - - GONG. - - , POURED CONCRETE _ - Q FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH - '7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FL ON PAGE 0-005. GENERALLY, 5HEATHING IS OF 1/2 THICKNESS ON WALL5 AND THE PROVISIONS OF AN5I/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED 1 BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE,UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER -___J _- _ _ __ ___-__ __- _ __- _ --__ - __ _ - _ D.J. DECK JOISTS PL. PLATE 8. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN EA. EACH PLYWD. PLYWOOD APPLICABLE. -_ _- _-- _-- _ _ _-. - I ----_ -- 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. �� { q. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 W 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - --- _ I P.T. PRESSURE TREATED : - - __ - 'L -_ -__ = -___ ___ --- ---- - - ----' ELEV. ELEVATION 10. OWNER/SUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING SCHEDULE ON PAGE G-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (I) WALL TIE PER (3) SQ. FT. EQUIP. EQUIPMENT - - J''I 1 DOC.UME'NT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL ___1 REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12 EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK'HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, _ - - - __ -- - - -- MAX. 32'-O" O.G. TO DIRECT ANY CONDENSATION TO THE EXTERIOR. I EXIST. EXISTING I RI RISER I II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA APPROVED EQUAL. EVALUATION REPORT. _-_ _--_ - __ - - - �[--- -----� 1, AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI61fT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. - -II ---II R _ _ - _ II RM. �OM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE FINISH GRADE. �'I' U THE ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH-AIR INTAKE - _ R.R. ROOF RAFTER - 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN, THE I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES --- 1 - - D 12.IRESPONSIIBLE FOR DES ONINTENT ONLY. EXCEED SUPERVISION OF THE WORK AND IS O" AND AT EVERY 5'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING,UNLESS APPROVED BY ARCHITEGT/ENOINEER. NO I FAR _ Ji FLOOR AREA RATIO - �' _- L�- - - -- -- _--_ - _ m EXCEED 8'- --- - - -- - - - = - W STL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE _ __ - - _ --- _ _ _ __- --T SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. I F.A.V FRESH AIR VENT S.V. SMART VENT 15. TOP - --- --- �� -- - �' 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL G-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY - --- - --- WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT,THE: ARCHITECT/ENGINEER. ___-REOUIREMENT5 AS -- TBD TO BE DETERMINED FF FINISHED FLOOR TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL - - NG D ANY iNEC:E55ARY�L CONDITIONS ADDRE55E`_D IN FASTENING SCHEDULE AS 5E�RNRI 1BUAl�DIIGO ATIONNAL DESPGN 5TA DARD FOR METAL PLATE I8. PROVIDE BITUMINC7U5 JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. ��TEMPERED GLA55 J' RUBBISH, WASTE MATERIALS, TOOLS,ETC., GLEAN 6LAS5 AND LEAVE WORK - ! ___ ___-- - =1 _ - -__-- - -- -- - --------- ---------_- _-.-----_ BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION,THE TRLJ55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. ►5. THE CONTRACTOR SHALL CARRY WORKh1AN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. ; - J. t FLOOR JOISTS I THK. J THICK _- ------------- 15. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A _ - - -- --- - - - - - -- __ - i L LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. [FOUND. 1 FOUNDATION ��T.O.W. TOP OF WALL - AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4 THICK �[FROE �I _ - ---- _- -- --- -_ __- .- FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM 057 SPECIFICATION FOR GYPSUM LATH, OR ASTM 0-11 CONCRETE SLABS TO HAVE bxb IO/10 WELDED WIRE REINFORCING. it FLOOD RESISTANT CONSTRUCTION ELEVATION l�Tr ��TREAD Q 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. !^ FR. ___ FRAME _- _-- _- -- - -______________o41rT __ -- .--- ______] ___ J < : I Typ. � � :� - ____ __= TYP. TYPICAL --_-- ---_ =-I, (v��, COMPLETION OF PROJECT. AS PElat. AT R PAGE G-00GH OPENINGS 0VIDE ALL APPLICABLE NAILING AND STRAPPING I'I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID SOUND GONDIDTI t°WITH AN EX SPOO�NG OF M N I6E WIDEI x 8" 1I W THE SUS-GON7RAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER I 5. MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF DEEP $ 3'-O" BELOW GRADE. I�FRPR FIREPROOF �CU.O.N. 11 UNLESS OTHERWISE NOTED 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. - - __` _ [ - - - -- - - - - - -- _ ____ _ n ARGHITEGT/ENGINEER, AND THEIR AGE NTS AND EMPLOYEES FROM AND I ��'I rI - - ----, - AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD OLAS5 WINDOWS AND DOORS FTC. FOOTING _ VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF .OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER Le? STRUCTURAL PANELS: L� �_--- ---- --�I--------- METAL BY REPEATED BRUSFfING, DIPPING,OR SOAKING UNTIL THE WOOD I. ALL 6LAS5 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. GYP. BD. GYPSUM BOARD ------------------1[V.I.F. 1 VERIFY IN FIELD - - -- -- - THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 2. 6LAS5 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. I HOLD DOWN _ W/ _ WITH _ MANUFACTURER SUCH AS: HANGERS, NAILS,SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. �� ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING GLASS DOORS,5KYLIGHTS, AND ANY OLA55 UNIT INSTALLED HDR J;HEADER WD. WOOD :1 < WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, - - -- I - L- - �[- - -- _- _- -- --- ---- -- -- - - _ CONTRACTOR, ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY ' WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLESS OTHERWISE NOTED. HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY I BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A - -- I 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - _ - - - --- - A. TRUSS JOIST MC:MILLIAN LqE MICROLAM 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH HOR. JI�HORIZONTAL 1�- PARTY INDEMNIFIED HEREUNDER. B. OEORGIA PACIFIC, 2.OE G-P LAM Le8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPECIFICATIONS. I8. ALL MATERIALS ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTC-5: BOARD OR WAFER50ARD USED IN STRUCTURAL IONS SHALL MEET --- --_----------------------- - --------__--- __----- ----- -- - - ----- - -- - ---- - - --- - -- --- --- ---- I 1 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE INSULATION �' ON I t r i\�'�� BUT NOT LIMITED TO FORM-WORK,BLOGKTHOD FRAMING,NAILING, PLACING A TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROV1510N5 OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY �/I I �4 I , OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION GORE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 6. PROVIDE FLA5HING PANS UNDER ALL 5LIDING GLASS DOORS, WINDOW5, OR -------_- _ APPLICABLE CODES AND GOOD PRACTICE.. DEVIATIONS FROM THE DRAWINGS ------ -- - AUTHORIZATION OF THE ARCHITEOVENGINEER. AND DEANY A ADDITIONAL R FRAMINO MATERIAL STANDARDS REMENTS SET FORTH IN THE MANUFNO ACTURER'S ACTURERSE 1.8.3. PARTICLE APPL ICATIONS A5 ALL PARTICLE CONFO To US D IN STAND 'I ALL EXTERIOR DOORS AARE TSS IO BEEWEATHERED�TRIPPED AMF AN ID PROVcR IDE ALL �I PROPOSED DESIGN �GODE PRESGRIPTI VE VALUE $ ----I[- AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN N REPORT. REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT COMPLIES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS VALUE G I TATI ON (PER 2020 NYSEGGG) NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL GLA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. OLASS _____ ________ _ OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. ------- -- - -_ - ---- _-- -_- - I RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC �I' II'I MAX. U-VALUE = 0.32 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH U-VALUE = 0.25 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. FENESTRATION U-VALUE �' I MAX. AIR LEAKAGE = 0.50 GFM/SF YES I IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC, FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE AIR LEAKAGE = 0.30 GFM/SF PER R402.4.3 $ TABLE R402.1.4 - CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOE5. CONTRACTOR TO VERIFY THAT THZ CHARACTERISTICS OF THE WINDOW MATCH I SPECIFICATIONS, UNLE55 NOTED OTHERWISE:. 18.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - _ _ 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REOUIREME NT5 OF U.S. CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, II MIN. R-VALUE = 4q 22. PROVIDE FIREBLOGKING AS PER NEW PORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EORE55 CEILING R-VALUE R-41 BATT INSULATION 11 '' YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- I), THE GOVERNING E3UILDING GODS, AND ANY ADDITIONAL REQUIREMENTS. PER TABLE R402.1.2 - CLIMATE ZONE 4 23. PLEASE NOTE THAT THESE PLANS ARE 'PROTECTED AGAINST ANY 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. MIN. R-VALUE = 30 �I REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE I I UNAUTHORIZED USE UNDER FEDERAL LAW B'Y THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. TEMPERED GLASS. FULL HEIGHT OF UNCOMPRESSED INSULATION TO I COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. 1 EXTEND OVER THE WALL TOP PLATE AT EAVES; I 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CEILING R-VALUE 25. FOR NEW WALL5, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 22.'1. II.EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. R-50 BATT INSULATION CEILING AREA SHALL BE LIMITED TO 500 S.F. OR YES CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION I5 DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE (WITHOUT ATTIC SPACES) 20% OF TOTAL INSULATED CEILING AREA, I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 PEW YORK NOTES, AND TABLES ON PAGE 5-005 $ G-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 15.2.1 SQUARE AND MISSILE TEST OF ASTM Elqqb AND A5TM EI886 AS MODIFIED BY 2020 NY5 BG WHICHEVER IS LESS. H STATE BUILDING GODS,2020 NEW PORK STATE RESIDENTIAL GORE,2020 SPECIFIE5 THE REOV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET II Z 'PER R402.2.2 $ TABLE R402.1.2 - CLIMATE ZO NE ONE 4 NEW PORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW PORKSHALLTHE w STATE ENERGY CONSERVATION CONSTRUCTION CODE. SPECIFICATIONS ON THE FLOOR i'INAGON.fiJPIGTIOSN WIRTHETHE PERFORATED BOLTS SHALL COMPLY WITH ANSI/ AN51/DASI�AME5NT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR _____- -_- - _ '�_ _ - --- - - _--- -- - - - - ___ __ -__-_ -__-__----_____ SCHEDULE). HOLDOWN5 OPERATE 2.2.2. LAG 5GREW5. LAO 5CREW5 OR LAG B L EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) 2 SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEC.'S). A5ME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). �-.21 BATT INSULATION YES I O 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, V400000NNECTIONSFRAME OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE#11 ABOVE, WOOD STRUCTURAL PANELS WITH FRAME WALL R-VALUE - - C) PER TABLE R402.1.2 - CLIMATE ZONE 4 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME _ _ _ _ -- -------- __ - - --I--- �„ --- -'I CONSTRUCTION MANUAL BY THE AMERIGAN FOREST $ PAPER ASSOCIATION 1 22.3. TRU55 METAL CONNECTOR PLATES: TRUSS MET CONNECTOR A THICKNESS OF NOT LE55 T D O NOT ORE T _- � - 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND ,'MIN R-VALUE = Iq PER TABLE R402.1.2 - CLIMATE ZONE 4 I YES ----- --- (AF$PA) AMERIGAN WOOD COUNCIL (ANC). TREATED WOODTO BE BLOCKED �LGOLUMNS ARE TO BEAR UPONRFOUND. THE 60VE°RNIIN, STANDARD �6 E3UIL NGLATE GODE, AND ANYDADDITDIOPIAL REC�UIREMENTISN APREDRIHEM TO LLE AND FRAMING SECURED EGURED W51URROUNDINe THE TH THE ATTAGHMENTEHARDWARE LPROVIDEDSE I AS FLOOR R-VALUE R-30 GATT INSULATION I - 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS $ A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE -- --- - --- - - --- -- - -- - __ -_ - =-- -- --- ., I I I --- PLUMBING CODE. SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® R3012.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT COMPLIANCE STATEMENT: Lu 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RESISTANT AND THE: ANCHORS SHALL BE PERMANENTLY INSTALLED TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN Q MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N)• GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY PLUMBING __________ ________ ______ _______ _ _ ____ ______ _ CODE NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURERS 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) (I - __ -- - -- - _ PROJECT: CONSTRUCTION CODE. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) $ ANCHOR BOLTS, CODE EVALUATION REPORTS. SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC REGULATIONS. II TABLE R30I.1 GLIMATIG $ OEOORAPHIG DF-51ON GRITERIAI� wU.�b" RISE $°W(2) /4 BOLTS THROUGH CENTER To BE ILINE"OFNVERTIGAL LEGS O 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F I66'7 STANDARD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. i I I' NORTH FORK 9 „CAPS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ------------ - -- SET b MIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 5-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 11 GROUND SNOW LOAD 25 LBS ESTATES - LOT 4' 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION ------- -- - - ---- -- _ ___ _ GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ALLOWABLE 11 AND AT BASE OF VERTICAL WASTE PIPES. CONSTRUCTION;ADAPTED 5TDNI0-qR9 AND 20195 S50 HI FOR HURRICANE:GHS WIND EDITION� WOOD_NTIALFRAME IAALL SLOPEDFINO SHINGLES SHALL MEET ROOF ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING AND ANY ADDITIONAL} IREQU REMENTS AS ET FORTH BUILDING CODE 4 USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER STRUCTURAL MEMBER DEFLECTION ;j SASIG WIND SPEED 130 MPH------- 1, CONSTRUCTION SHINGLES OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. ---- - I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, FOOT. FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE RAFTERS HAVING SLOPES GREATER THEN 3/12 I 11 _EXPOSURE CATEGORY B - L/I80 NOTED. ALSO,GONTRAGTORs OPTION TO APPLY GAF-WEATHER-WATCH ICE WOODSGREWS (INCH SERIES). - DISH WASHER.........................................2" w/ NO FINISHED CEILING ATTACHED TO RAFTERS - I SEISMIC DESIGN CATEGORY B GRIFFING STREET 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL - KITCHEN SINK.......................................2" I I 2.2.-1. SCREWS: SCREWS SHALL COMPLY WITH ANSI A5ME B IS 5, GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED- INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. MECHANICAL CONNECTIONS: _ INTERIOR WALLS $ PARTITIONS H/I80 CUTCHOGUE NY 11935 BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. LAVATORY...............................................2 I WEATHERING SEVERE 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMP50N MAY BE - TOILET.......................................................3' ;' 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED CONSTRUCTION. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - LAUNDRY .................................................22' 1 FLOORS $ PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-0" 1 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL --- - - - - -- - FLOOR DRAIN......... 3" I TERMITE MODERATE TO HEAVY ;I DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR: HOT DIPPED GALVANIZED. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ALL OTHER STRUCTURAL MEMBERS L/24o GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SPEGIFIGATION5. BY "SIMPSON" MANUFACTURER. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" _ - - -- - --- - 5HEATHINO AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE THROUGH ROOF. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/36o ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 5. NAILING OF ROOFING SHALL BE TO CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES ICE BARRIER REQUIRED YES INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL -1. PROVIDE FROST-PROOF H05E BIBS WITH EA51LY ACCESSIBLE DRAIN $ i - - ------ _- _ ---- -_ _-- STRUCTURAL DESIGN CHARTS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY DRAIN GOOKS AS REQ'D. HOSE 5155 SHALL BE PROVIDED WITH BAGKFLOW EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING PERMITTED LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY 5IMPSON" PROTECTION. -____ RAFTERS EXCEPT WHERE COLLAR TIES OF I"x6" OR 2"x4" LUMBER 15 7 PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 1 EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 8. WA5TE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED I--------- -- -- _ -- ---- ---- -- -__-_.__ - 2:12 PITCHES TO 4:12 PITCHES --- -- - - - -- - - RAFTERS 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER WITH BACK FLOW PROTECTION. __ _ ___ PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - ----- -- -- - _- _ _- -- q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL ------I!, THE SEALANT TO UPLIFT FORGES U51N6 ASTM D 6351. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. ____] „ 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER STRUGTURAL DES I CAN LOADS i 'I. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4e5 AND EVERY SPECIFICATIONS OF THE PRODUCT BEING INSTALLED s 0 0;2'"11 0 0 0 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR Ib" WITHIN 4' OF EXTERIOR CORNERS. _ _ _ __ _ _ _ GYPSUM WALL BOARD TO CONGEALMENT OF PLUMBING. USE 7 LIVE LOAD DEAD LOAD &. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 111 COMPOUND METHOD. ARCHITECT II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. �' TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED L----- - - I OF J" AND 3"x3"4' WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 2. ALL GYPSUM BOARD SHALL IS I/2 ON WALLS AND CEILING,UNLESS NOR ANY POTENTIAL DAMAGE THEREOF. EXTERIOR BALCONIES i 40 psf 15 psf - I DATE: 06/29/22 2 OF 16 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MA50NRY OTHERWISE NOTED. WATER RESISTANT(W.R) AT BATHROOMS AND WHERE HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED __-___ __ __ ____ _ �� DEEMED APPLICABLE. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. -� FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 OR CORNERS ELECTRICAL: DECKS psf 15 psf AND AT SPACING NOT EXCEEDING 4' OIV CENTER. INSULATION I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM - - 3. 5/8',ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED TO 201.7 NATIONAL ELECTRIC CODE, NFPA -70 AND 2020 NEW YORK STATE I PA55ANOER VEHICLE OARAGE5 1 50 psf AS PER PLAN SITE WORK IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING -- - - FI5ERGLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ENERGY CONSERVATION CONSTRUCTION CODE. FOIL TO BE PLACED TOWARD WARM SIDE. ,,----."'" ^�� I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL I ATTIG5 WITHOUT STORAGE (MAX CLEAR HOT < 42") IO psf i 15 psf I CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON _ p p SYtDt�G. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISGREPANGY, 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION COMPLETION OF WORK. I C4'V /. RECEIVE CLARIFICATION FROM ARCHITECT/ENOINEER PRIOR TO PROCEEDING. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf ,I 15 psf `k0 ,�'� �' / 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY - (,� ` �I TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -E2: I - __ __--_--__ __ - ___- _ _ _____ ��D (:% � , 3. EXCAVATE AND SACK FILL FOR WORK INDICATED ON DRAWINGS. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. GENERALLY,VERIFY OR PROVIDE HARD WIRED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �' ,:j,.<tLu_ .��':'?, STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SMOKE DETECTORS w/ BATTERY BACK-UP IN: p p SITE. STOCKPILE ALL EXCAVATED MATERIALS. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: - q" R-50 FOR FLAT CEILINGS A. EACH SLEEPING ROOM SLEEPING ROOMS 30 psf 15 psf 1� rg 4. NEW AND EXI5TIN5 BACK FILL MATERIAL- ARE TO BE FREE OF WEEDS, TREE --- -- - - " - - -" ALL OPLTIlN65. � - y:-:' - &.25 R-30G FOR VAULTED AND CATHEDRAL CEILINGS - -- I, ..---------.----- - 3.5' R-13 FOR 2"x4" WALL CONSTRUCTION B. OUTSIDE OF FAGH SEPARATE SLEEEPING N ".4 '`�' ROOTS,ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. STAIRS 40 sf IS psf YA G� FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION AREA IN THE IMMEDIATE VICINITY OF -_- - _ - pI _J� . %.p '9� 037_� 5.25" R-21 FOR FLOORS THE BEDROOMS (GENERALLY THE HALLWAY) 1 OUARDRAIL5 AND HANDRAILS 200 psf 15 psf 0 F CJ��, 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. MECHANICAL. FUEL GAS: G. EVERY LEVEL OF DWELLING p p ` --- - - --- ---- - - ------ - - - - 12 sf FOR ATTIC (BASMENT, FIRST FLOOR, $ SECOND FLOOR, ETG) I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR OATH. I-ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN . NYS MECHANICAL GORE AND FUEL OAS CODE I CONFORMANCE WITH A50E '7-I6 (MINIMUM DESIGN _---__ .____________-_-___ ______ -1 I LOADS FOR BUILDINGS AND OTHER STRUCTURES) T` FISAL NAILINO/STRAFPINO REOUIREMENTS FORHOLDOWN DETAILS _ - - -- - - - - -- - _- ¢ LATERAL I,�I G G FASTENING SCHEDULE A ALL RDNAR S TO BE INSTALLED AS PEP MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED MANUFACTURER U F L< I T, SHEAR, l�A T A L Y `4 I N D R AJ I �J T N� NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS a (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q II AND ROUSH OPENING FRAMING REQUIREMENTS) "ALL STRAPPING TO BE V4"x 20 6AU0E** -- "51MP50N" EQUIVALENT - G520 (COILED STRAP) I ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE w *USE 106 NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL j (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) Lu O HOEDOW>`d ' HOLDOWN 'B' — — — I � FASTENER SPEC. I FASTENER � ' DESCRIPTION Q CONNECTION A /� /� - - AND QUANTITY SPAGINO ] '— FOR NEW d EXIST. N A I Ls I N O G R I D _ _ LO - -- -- - ---- - d' Lf) FOUNDATIONS /T\ ROOF GE I L I NO FRAM I NO _ _ h O � � O 1.DIM's ARE ALL NDWALL ENDWALLL t COMMON NAIL w/o IPRESORED HOLEN.Vs BASED ONS OF ONLY A Ibd RAFTER TO TOP PLATE (TOE-NAIL) _-- - -- = SEE PAGE G-003� -PER RAFTER - -1i >_ � (5) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE �'' 2 2.WooD IS ASSUMED TO BE D,F,�2 s BTR. IN DRY USE O � �i HEIGHT STUD\ HEIGHT STUD TRANSFER TO R.R. y n SERVICE -_-- --- - d •(� CORNER STUD GONNEGTION: � CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST TRANSFER SHEAR - ONNEGTED TO = 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL -- CV TRANSFER SHEAR I CIE �Y ---- (EVIDENT DURIN6 INITIAL INSTALLATION)PREBORE THE NAIL 1 "SIMPSON" HDQa FOR STRAP - 3 8 d COMMON J . : : : : : : HOLES,SET NEW MEMBER. r CEILING JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE G-003 EACH LAP O O •- ,, HOLDOWN ANCHOR® 2-Ibd COMMON I, +� .- _ 2-I6d COMMON LOCATIONS NOTED I/ NAILSG. IF"B OGKED 1 NAILS ® EA. END OF STRAP. • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED - - - - a-' O C13 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) a-I6d COMMON EACH LAP O NAILS 6" O.G. d ON PLANS ; 10 O. L . . cc O" O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH ?� 5.SEE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO -i - - Q 0 G Q CORNER P05T ROOF SPANS OF 24' OR GREATER, cJ G.TIES x TIGHTLY BOND THE END OF THE NAIL TO A cIO°ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-005 PER TIE USE 4 $d COMMON NAILS 0 x GRAPHIC BELOW) EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END HOLDOWN ANCHOR®'14L4, / SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE LOCATIONS NOTED ° SLOPES OF 5:12 AND GREATER. CR 4-1. - - - - ON PLANS � , 'L/�' L RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EI AGH END GONNEGTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMINO r CONNECTION: HOEDOWN INSTALLATION OPTIONS: • __- -_- -_ -___ ____ -- \ _ E32 I TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I 1 PER FOOT � ' t� FOR NEW P. GONG. FOUND.'sFOP, STRAP/! - - - _HOEDOWN CAST IN PLACE w/7/a"cP Tl-fREADED ROD � � • I EA. END OF STRAP: d COMMON NAILS ® I -------- - - NOTEWHEN IN TOWN OF I5LIF OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON J015T5 - EA. SIDE I ■ FOR EXIST. P. CONC. OR NEWLY GURRED FOUND.'s : : THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO SEE GEOMETRY EXCEEDS THAT PERMITTED IN • • --- - - • • " TRENGTH EPDXY MAX. NAILING GRID ABOVE UTILIZE CONCRETE w/ "SIMPSON" SET(HIGHS � B M ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT STUD TO STUD (PAGE-NAIL) I' 2-I6d COMMON 24" O.G. ' SIMP50N # H2A (OR EQUAL) RAFTER TIE r ---.-- - --- - - ---- - --- W i (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES • FOR TOENAILING - 3 8 d COMMON NAILS - -- - --- FOR EXIST. /NEV4 G.M.U. (GONG. BLOCK) • FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD w/ L TO THREADED ROD CONNECTION ; FOR G.J. TO R.R. - I6 d COMMON NAILS - - - -- -- - REQUIREMENTs FOR �' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON I� PER FOOT ! RAISED c.J.'S(WHEN AT G.J. TO G.J. GONNEGTION: ENDJOIST, or BLOCKING (FACE-NAIL) U APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW ;� I --- HOEDOWN 'G' HOEDOWN 'D' _ _16_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING FOR Ew b EX -- - O FOUNDATIONS � FOR NEWLY POURED GONNEGTION GI � G2 • SILL, � PER JOIST FOUNDATION ® ONE STORY ONLY� � I JOIST TO -TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON - Qm r11 (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END W HEIGHT 5TUD\ CORNER STUD x ! NNEGTED TO BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END I TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY _ "SIMPSON" LANE (3) 2x FULL . ° HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD G2 TO STUD CONNECTION: BLOCKING TO SILL or LOCATIONS NOTED NAILS® 6 O.G. 4 ° TOP PLATE 3-Ibd COMMON I EACH BLOCK -0000 ON PLANS . 10" O.G. IF BLOCKED G I ( FOR STRAP - 3 8 d COMMON 1 - CORNER POST ° ----- -- ---- EACH JOIST _ ON LEDGER STRIP TO BEAM (FACE-NAIL) 3 16d COMMON NAILS a EA. END OF STRAP j JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST I FOR EA. PLATE TO STUD ABOVE s OR I Y V 2-I6d GO N a- _ - ----- - - NAILS ® 6' o.G. I BELOW - 2 16 d COMMON NAILS BAND JOI5T TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST / I BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT j✓ _ ROOF SHEATHING � ° `` STRUCTURAL INTERIORZONES -- -- - -- - - -- - - I ° " SOLID ad COMMON 6" EDGE / 12" fiIELD SI fPSON" ST DI4RJ CONNECTION DI D2 BLOGKIN5 PERIMETER EDGE ZONE ad COMMON 6" EDGE /6" MELD HOEDOWN INSTALLATION OPTIONS: �l /J �r ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON - UP-TO q" RAKE OVERHANG-- - -- - -___ -_ - ----- --__- tA FOR NEW P. GONG. FOUND.'s AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO HOLDOWN CAST IN PLACE w/'l/a"4> THREADED ROD FOR EXIST. P. GONG, OR NEWLY CURRED FOUND.'s �__ • 7/a"4> THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO _-� PLATES) CONNECTION: D2 _ ' � _- � I ( GYPSUM WALLBOARD r CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY d F MIN. l- - - - -----�I 5d COOLERS "T" EDGE-/ 10' FIELD i ADHESIVE), 8 FOR TEMP.'s O°F-40°F USE "SIMPSON" AT l V I (HIGH STRENGTH ACRYLIC AG'HE51VE) CORNER --� ° FOR STRAP - 3 8 d COMMON NAILS ® EA. ONE #4 REBAR 1 • END OF STRAP(WRAP STRAP UNDER SILL PL) { ° WA SPECIFIED ON D I , EL SHEATH I NO FOR EXIST. /NEw G.M.U. (GONG. BLOCK TYP. FOUND. NOTE • FOR EA. PLATETO STUD ABOVE 8 OR BELOW - - —_ - FILL TOP 2 COURSES SOLID it CAST IN PLACE HOEDOWN STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD w/7/8°� THREADED ROD OMMON NAILS I I� V � I GO'�IFIGURATI N - A �1 � - - -- - -- I a ° I � - -- ALTERNATE O ABOVE STUD TO FLOOR CONNECTION w/ # LPT4 i STRAP w/(5) GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD SIMPSON (OR -- - - z NA I l� I N0/C)TRA I N0 W I NDOI�!/�®OR # AD R STANDARD/ALTERNATE EQUAL) 0 PLAT=ORM To SILL PLATES OF NAILS R EA.END - - -- ----- - - --- - - - --_- --_--_ -_-- w OF EA.STRAP TO EAT R�T�� I FLOOR SHEATHING (SUBFLOOR) SIMPSON H2.5AJ -,--- -- _ _ _ - - - -_ ---- 0 NOTATION: --- A - -- - -- �I - NUMBER OF ad NAILS® EA. END OF STRAPPING(201b WFGM,TABLE 3 1,P. Iba) CONNECTION E -_ .----' STRUCTURAL PANELS: -- /Y/ J B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (201a WFGM,TABLE 3.255,P. 29U I" or LESS: 8d COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER(201a WFGM,TABLE 5.250,P.2,12; GREATER THAN I": - I / 10d COMMON 6" EDGE / 12" FIELD i- � ALTERNATE AS PER TABLE 3.23D,P. 293) r D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. 51DE • 1 - ' - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A --- II`'�D (201a WFGM,TABLE 3.-1,P. 1541) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING 5GHEDULE5 SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS ® EA.END OF HEADER(2015 WFGM,TABLE 322F,P.258) m PLATE(5) GONNEGTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF I6d NAILS,END-NAILED THROUGfi ADJACENT JACK STUD TO END OF 51LL(5)® EA. SIDE n n SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.6,P. IqU n o SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: a 2 - WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF a° B E a n ° FOR STRAP - 3 8 d COMMON NAILS ® EA. s NAILS SHALL BE PERMITTED TO BE REDUCED To I-I&D NAIL PER FOOT. -- - -_� - FOR ROOF 5HEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B �i °, a° ° a END OF STRAP (WRAP STRAP UNDER SILL PL) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE NORTH FORK $i F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS j` (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) 2° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. _2_ _16_ d COMMON NAILS ESTATES - LOT 4 `i - ---- --- - \\ NOTATION ROUGH A B L G D E F G OPNO GRIPPING STREET CUTCHOGUE, NY 11935 2'-0" .2 j' I 4'-0" 4 1 2 2 2 2 GABLE ENDWALL ---- - - !- -- - �- 5Fh I G 1 NO OF TOP SLATE * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. BRAGINO/STRAPPINO DRAWING TITLE: — —— — (5) - REQUIRES SILL PLATES OF 2"x6" (MIN) ---- - ----- -_ -- --h FOR RAKES 12"OR TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS HOEDOWN ANCHOR BOLT ---- --- - - TOP PLATE BLOCKING 2 LE55 PROVIDE , 7 ! 2 5 4 4 �{ }-- SPLICE } BAYS BACK BLOCKING m 12"o.C. STRAPPING & NAILING DETAILS --- I LENGTH I FOR WIND - EXPOSURES B4G - FC.>R WIND - EXPOSURES BdG - 4'-0"O.C. TO AGHEIVE RAKE O.H. r ALL OTHER-GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE''` BUILDING MINIMUM 5PLIGE'•�''` I -- ---- f-=--- -- L - - DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) I LENGTH (FT.) TYP.STRAP w/(5) PAGE: bd NAILS EA. END 12'-0" 2'-O"/2'-6" 1.2'-O" �i 3'-O" 1 OF EA.STRAP ATTIC0C'1" 3 00"" 0 116'-O" 4'-0" ANG#�OR BOLT SFEG I F I GAT I ONE ----- -- -�� 20'-0" 4'-O"/5'-O" 20'-0" 5'-O" r --- - -;1 --- - -- -- BLOGKIN6 2 BAYS -I 6"-12" SPECIFICATION (2015 WFGM TABLES 5.2A 8 5.25, P. 15-T-160) 24'-0" 4'-O"/5'-0" - 24-0" 6'-p" BACK® 4'-O"0.0. DATE: 06/29/22 3 OF 16 CORNER CONDITION 3a FOR ALL STRUCTURES: . ., a s/,5"0 ANCHOR BOLTS a 51" O.G. j 28'-O 5-O"/6-3-- 28-O ! 7'-O" J E-------- - -- --- ------ - - - �° 52'-0" b'-O"/T'-b" 52'-O" b'-O" SECOND FLOOR NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 36'-O' CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O° 8-O°/10'-O 40-o I I'-O" �p • 1. MIN. '7 EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING �/y END w/ 3" SQUARE WASHERS AND END NUT SETUP; --- - --- --- - - ---------- BACK® 4'-0" O.C. 15" EM13EDMENT FOR C.M.U. 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-O°IN EXPOSURE B � TYP. STRAP w/(3) �0� �� -,s7• �'i'j�N�� n CONDITION TOP TWO COURSES SOLID (BLOCK) FOUND. b FILL EA. END 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-O"/15'-O" j Coo'-O" I6'-O" 8d OF NAILS STRAP .` ;1 ;\p ;fl HEI6HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT r rl a., ,I 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR -- - ': LATERAL LOADS SHALL BE MULTIPLIED BY H/8; - -- FIRST FLOOR ' .`+, I TERNATIVE KALL HE16+IT5 MULTIPLY THE PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTOR D BY HOLD DokqN5 FOR S ARE TO BE BETWEEN b Al2RWALLS FOR D MIN.SSPLICE LENI BY THE UP To THE FOLLOTIFQOT� �O'-O'11 141 O11 7O'I O II - la:'O"tl--- 80 0 16-o ao 0'b O FROM ENDS AND CORNERS (TWO C CORNERS) a'WALL- 1.125 _ - _ --_ --_- J� �� ``" •r �y (SEE DIAGRAM To LEFT) lO'WALL- 1.25 BLOCKING 2 BAY5 p F VAE II'WALL- 1.3T5 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12 WALL- 1.5 FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL I MISCELLANEOUS FRAMING GRAPHICS _- --- CONTINUOUS BUILT-UF C IRDERS 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REQ'D FOR FRAMER TO HAVE A r - � F I REBLOGK I NS FOR PLATFORM NOOD FRAM I NS T PATTERN CULE (FOR ENGINEERE LUMBER Dr, WOOD I-J s O.) OISTS] SEE MANU. SPEC.' FOR ADDITIONAL INFO.) WORKING AND ALL DRELEVANT EPORTIONS OF THE OOD RRESIDENTIAL OUNCIL C AIL BOOK CONNECTION I O--N-- A-- TER- S -HED ENGINEERED LUMBER- BETWEEN 1/6 ASSEMBLY REQUREMENT5: d a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION ' a PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES O -- - _ -- - -- - -- MAX.32' LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. LLI NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)Rows Iod NAILS m 12"O.C. l P THE SPAN LENGTH FROM AN INTERMEDIATE J cu ---� 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST TUDS 5 B (3)ROWS IOd NAILS O 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPING. Q 5USFLOOR - P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE = a-+ SUBFLOOR ` II G (DBL.e Lam"go BOLTS O 12'O.G.STAGGERED; Tyyo_PIEGE 50LE PLA JOINTED ON THE SAME SIDE OF THE SUPPORT. ��\ 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE 'p N TE '` J- '_ _- -- ----.-- / PLATE SERVE AS FIRESTOPPING. O Ln, - BUILT UP GIRDER P MAX.32• p D (2)ROWS In"m BOLTS O Ib'O.C. NAILING: \� 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE - O TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE ,! , _s� J015T SERVES AS FIRESTOPPINO. - (10 SOLE PLATE -- � ----- - � I I E �I(2)ROWS In"Q BOLTS O 24'O.C. 51ME WITH IOd NAILS, TWO NEAR EACH END OF �., � EACH PIECE, OTHERS STAGGERED WITH A D15TANCE 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING p Z O F (2)ROWS 3-3/5'TRU55LOCK 50REW5 0 12"O.G. $ 1//4 OF 6 A OF 16 INCHES BET?1EEN NAILS IN A HORIZONTAL I / � I � OR OF NONCOM-BUSTIBLE FILL. - j I � !lSCRENED ON(1)SIDE OFa MEMBER LINE OR GIRDERS j '� •p - e ARE TO BE NAILED FROM EACH r- SIDE W/ IOd NAIL. TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE (V I (2)ROWS 3-3/8'TRUSSLOGK SCREWS• Ib'O.G. P c I 1 / ,�T�l ) _ I y � � V 6 SCREWED ON(U SIDE of MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 33 J 1 H (sc oN(U.sItTRUSoc • 24•o.G. P BETWEEN NAILS IN A HORIZONTAL LINE. / ll - F F JOISTS SERVE AS FIRESTOPPING. p 1 O O _ I JOIST - q -- I, �I J� +� .- - ---- - ---- - _ _ , O JOIST DEPTH,d J SGRE:MlED ON BOTH SIDE OF MEMBER l BUI TL EUPI6IRDER MAX.32• THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d -_ \ \ i \� I ji j "1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N C6 MAXIMUM OFFSET (2)ROMS 5 TBOTH SIDE SCREWS O 12'O.C. -J P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. �� \ \ \4 2 INCHES OF WOOD BLOCKING PLACED BET),-EE JOISTS O MATCHED SIZE OF BLOCKING �� SERVE AS FIRE5TOPPIN6. Q 1 � 0 (2)ROw5 5"TRU55LOGK SCREWS* 16"O.G. 4 UNDER NON-LOAD BEARIN FIRE5TOPPINO AND ,[SGREVED oN BOTIi SIDE of MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE PARTITIONS ® 32" O.G. BLOCKING STUD - - -- - OTHERS STAGGERED w/ A DISTANCE OF NOT MORE °% 8. THE HEADER SERVES AS FIRE-STOPPING. (2)ROWS 5•TRUrSLOGK SGREH5 a 24"O.G. 1 BETWEEN 1/6 „ �� DOUBLE PLATE J ' i ��O '' 9. Tt^�-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL L _ SGREI^JED ON BOTH SIDE OF MEMBER a I/4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. I i �IIJ.;Y_ p FOUR-PIECE GIDER5 ARE TO BE ASSEMLED AS _ BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO n , CEILING BRACING ___ �} = STRINGER TO SERVE AS FIRESTOPPING. W GANTI LEVEF.ED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W/ 20d NAILS AS SPECIFIED I '�"-� � i j PLAN SHALL USE GONNEGTION PATTERN'A'WHEN 8"OR SMALLER :i \ -__ GABLE ENDWALL FOR THE THREE-PIECE GIRDER. � �y a CONNECTION PATTERN 8'WHEN lo"oR LARGER �_ � `� � - i 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWIN6 OR NAILING FROM BOTH 51DE5 OF MEMBER- FOUR-PIECE ANCHORING: 2 \�`\. \U` \, `i` � - - ,,; APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2'FROM ONE SIDE To THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO ��I \ �- %" HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH t , P j :;:y, SUBFLOOR SOLE PLATE LATE CONTINUOUS 6A$ TRUr�'5 MASONRY PIERS, NAILED TO WOOD POSTS OR \� / / THEFIFZE5TOPPIN(�VERTICAL SHALL NOT BE REQUIRED WHEN THE BOTTOM OF T BAND LATERAL BRACE® 6'O.C. $OLTED TO STEEL COLUMNS. � ! �- THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING �. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED GJ AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL I PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON (D 10)Sd ' NA I L= I NO PATTERNS FOR SIDE LOADED BEAMS (I o . FLUSH 5EAM -LOCATIONS REQUIRUNG FIRESTOPPIN6- S) NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE � J NAILS AS FIRESTOPPING. 'T � I --- ------- - ---- - - ,- ---- ------- ------,----- --------- - FIRE- FIRE- WOOD FIRESTOPPIN6 FIRE5TOPPING i FASTENING RECOMMENDATIONS FOR 51DE-LOADED STOPPING 5TOPPIN FIRE-rm STOPPING 5TOPPIN6' FIRE- SOLE MULTIPLE-PIECE MEMBERS r , LER NAILS a lo"O.C. 2 x4B�OOKK NAILED TO/ 4EA.BRACE NAILS AILED COMMON BOLTED' VERTtGAL -- - - - -- - - - FIRESTOPPIN6 WHEN O 12'O.G.- -O 12'O.G. -- -- --- -- ----- -------- 2 ROW51Y I 2 ROWSC. 2 ROWSki' BLOCKING 2 ROWS Ibd S ROWS 16a i BOLTS•24' � BOLTS BOLT5 • • 'O.G.STA66ER@� O 12'O.G. O b'O.G. COVERING IS APPLIED 20 o.STRAP - - -------- -- ---.I- -- - --- TO UNDER51DE of • STUD GYPSUM BOARD 9 ----- ------- -------- - x TWO ROWS 12'O.G. TWZE ROW5 12"O.G. JOISTS Q DOUBLE PLATE 5d COOLER NAILS o 10.O.G. (10)Sd NAI BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 NOTE: ENDWALL s AS NOTED IN NOTES -1 4 8 JOIST SHALL BE LOCATED DIRECTLY •DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° ° ° ° ° S NONGOMI3USTIBLE ALTERNATE STUDS, UNLE55 TOP PLATE IS 4'a ED6E/12"® FIELD FULLY BLOCKED F6 LOCATION Q I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 �� WOOD FIRESTOFrIN PPINOPPIN6 OF GIRDER DE516NED TO CARRY THE LOAD SCREw5#b- U'4"TYPE W OR 5 FIRESTOPPINe 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TKO R.OML�i 24'O.C.STAGGERED TMO Rows b•O.C. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. ° 0 0 o ' 9 9 0 c� OVERLAID ROOF 5.STA66ER EACH ROW OF FASTENER BY 12'. O C C -D n C P C C SPACE NOT '\ ATTACHMENT © VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILIN5 15 FROM EACH SIDE. TOO BE FILLED © NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MET-BER9 SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 `. APPrZOX.I INCH THICK BOTH SIDE OF THE MEMBER. 6. A4 O GFOR RAILINO��TION5 MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR \ \ LOCATION -1 57D.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ T.2 ROWS OF Ibd COMMON NAILS(12'O.CJ FOR DEPTHS 12'OR LESS FIRESTOPPIN6 4 &d NAILS LOCATION 8 LOCATION 9 O EA.END to R.R. 8.5 ROWS of Ibd COMMON NAILS(I2.O.GJ FOR DEPTHS OF 14',Ib't 18'. LOCATION 10 FULL WIDTH 2"x'BLOGKIN Z I O Lu CONSTRUCTION DETAILS WIND LOAD PAT GONNEGTI ON DETAILS TOP PLATE DRILL 2"m INTO ROOF INTERSECTION DETAIL DECK FOR 5TR.APPIN6 IN5TL. NOT TO SCALE IST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTIN UOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE- SPIKED TO R.R.'s II ALIGN NEW a EX. R.R.AS 514OWN KING STUDS � PLAN VIEW NOTE: 51MILAR® 'SHED' WOOD JOIST- -0 WOOD JOIS ROOF,R.R. IN LINE CRIPPLE STUD I NA BLOCKING - � JOIST HANGER HEADER z OENERAL REaU I REMENTS FOR GENERAL REOU I REMENT5 FOR - INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER - -cam 0 WOOD OI RDER WOOD JOIST JACK STUDS c --MAIN MEMBERI %,� -- ) -- - - - - �^ JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH OIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS \DIAM.X 5 APPROX. 50' w/THE MAIN MEMBER 3 STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO A T 5HOAANI6ATHBOO THE NAIL FROM THE MEMBER END, THE MEMBER, STRAIGHT THROUGH AND BENT OVER NORTH FORK A MIN. OF (5) NAIL DIAM.'5 AT A 90• ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST ESTATES - LOT 4 SIX TIMES THE DIAM. OF THE NAIL 3. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD-- - --- WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS - T- IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BOTTOM PLATE `' BOTTOM PLATE BATHTUB SUB FLOOR_ GRIFFING STREET DOUBLE JOIST DOUBLE JOIST CUTCHOGUE NY 11935 -- O TOP PLATE GHIM. CHASE SECURING � STD. SIDE WALL � DRAWING TITLE: WALL STUD _ U FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE.. FIREBLOCKING DETAILS (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 b BLK'6 TO R/L SIDES w/5TRAPPIN6 TO R/L SIDES) u w PAGE: TOP PLATE ® 0.1 M _ lam!I ND RES 1 STANT GONSTRUGT I ON CONNECTORS GH M. CHASE WALL - CONNECTION LOCATION: PART NUMBER: NOTES: -0 461. 0 0 0 -- o w Q R I DOE-TO-RAFTER'S 0520 ® 2 I" APPLY TO EACH PAIR OF RAFTERS - -- -- --- z Q ® RAFTER-TO-WALL H�1 APPLY TO EACH RAFTER aw DATE: 06/29/22 4 OF 16 o - --- --- -- - - -------- w z I ROOF o o a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REQ D BLOCKING p TO ALIGN w/ BLOOPIN6 4 d Z a PLATE-TO-WALL STUD G520 18" APPLY TO EACH WALL STUD W kD w ® EA. LEVEL ABOVE --- - -- - ------- - ------- THE FIRST FL. 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ S6" APPLY TO EACH WALL STUD j �p ® I! --- -- ------ --- - - - ®?4 APC /e FLOOR/GL6. � HEADER-TO-JACK STUD G520 (9 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD I_ SHEAR WALL HOLDDOWN ANCHOR SSTBI6 APPLY TO EACH SIDEWALL END `` ! a . IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE 0374C:�a S I LDE V I1�1 PLAN V I E1�( _-- -- __- _ - - -__- :-(USE WITH 3 SQUARE WASHERS) = T� OF N� ' USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. A.� FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPAGITY. 1 ! i I 0ENERAL 5`r�vI50L= <ENr : EXISTING TO BE DEMOL15HF-D NEW PARTIAL HEIGHT \ WOOD FRAME (L.O. STL. Q WHEN APPLICABLE) EXISTING TO REMAIN NEN D APPLIMGA(BLE) NEW FOUNDATION WALL Lu uj STL. WHE Cy) 4-1 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL VI 'E N ID POST FOR 4" WALLS VVV WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _ p 0 POST FOR b" WALLS), U.D.N. NEW 2-HR FIRE RATED i }. r= ' WOOD FRAME (L.G. STL. WHEN APPLICABLE) m Z O •co -Y c :3 N FOUNDATION PLAN NOTES O O t � O � C9 +� N Q to cc TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: NEW MECH. ROOM: I O O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 14 I. RELOCATE EXIST. OAS BOILER d GA5 WATER O I � d SILL SEAL HEATER TO THIS LOCATION • ANCHOR BOLTS AS PER PAGE 5-003 2.INSTALL AS PER MANU. SPEG.'s • P. GONG. FOUND. WALL AS PER DETAIL UPON 3.F.A.I. THROUGH WALL • P. GONG. FOOTING AS PER DETAIL 4.FLUE THROUGH WD. FR. CHASE THROUGH ROOF • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF • B.O. FOOTING V-O" BELOW GRADE MIN. MECHANICAL UNITS AS PER NY5 MG 506.1 IL • I/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN (b.MAINTAIN ALL APPLICABLE VENTING APPLICABLE) CLEARANCES R:EOUIR:ED PER NYE, MG 504. • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / -1. DISCONNECT,REROUTE, d RECONNECT 61'-O" STOOPS(WHEN APPLICABLE) EQUIPMENT TO EXISTING PIPING AS R:EO'D 1 , • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) TYPICAL MECHANICAL ROOM NOTES: I. FOR H.D. FR. FLOOR- PROVIDE I/2" GONG. BD. BY U "DUROCK" (OR EQUAL) - - - - - - - - - - -. - . - - - - • - HOLDOWN 2. FOR WD. FR. GLO. AND/OR WALLS - PROVIDE (U - --" -- - - , -•, -:` - - - -- - - - - 2 N ' S PER PAGE 0-003 LAYER OF 5/8 TYPE X" GYP. BD. UL U505 (OMIT ON --- - - - - - - - - - - -~- - - - - - - - - - U HOLDOW D' A " " GONG. WALLS) O 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. • �• SPEG.'s AND AS PER NYS MECH. AND FUEL 5A5 CODE 3 BEAM POCKET (TYP) 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE 5. COMB. AIR VOLUME AS PER MANU. 5PEG.'s -PROVIDE TYP. STL. COL.: FRESH AIR INTAKE FROM EXTERIOR g U �I O4 SEE NOTED DETAIL AS PER PLAN =N N Q b. MAINTAIN OR PROVIDE FURNAGE/801LER ELECTRICAL I EMERGENCY SHUT OFF 5WITGH ` FREEZE PROOF HOSE BIB: 7. FOR OAS SERVICE, PROVIDE OAS SHUT OFF 5WITGH OFASTENED w/MASONRY ANCHORS (PRECISE 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER Q LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) CLEARANCES AS PER CODE 9. PROVIDE 3" FLOOR DRAIN d CONNECT TO EXISTING SANITARY SYSTEM AS PER NY5 PLUMBING CODE OI5"x18"x12" DEEP P. GONG. PAD FOOTING AS PER NOTED DETAIL (TYP) Q ELECTRICAL METER: 5 QQ 15 INSTALL NEW ELEG. METER AS PER NY5 MECH. 2 Q II O7 I6"x8" DEEP P. GONG. CONTINUOUS FOOTING CODE, d UTILITY CO. STANDARDS AS PER NOTED DETAIL (TYP) - - -- - - -- -- ELECTRICAL PANEL: " NEW REINFORCED P. GONG. SLAB 16 NEW ELECTRICAL PANEL LOCATION;ALL a " INSTALLATION AS PER NY5 ELECTRICAL CODE OS Ff 1. NEW 4 THK. P. GONG. SLAB w/6"xb -IO/10 W.W.M. UPON 2. 4" (MIN) &RAVEL BASE UPON I I 7 3. b MIL POLY VAPOR BARRIER PROVIDE NEW WALL-HUNG OAS COMBINATION 17 BOILER: FOUND 8 POSTS FOR HD. DECK: 1• BY "NAVIEN" MODEL #NCB-240E OR APPROVED EQUAL O2.MAX SA5 INPUT: 19�I,900 BTU/HR;CONNECT TO NEW HD. P.T. P05T d P. GONG. PIER UPON FOOTING AS PER PROPANE TANK 1 DECK DETAIL (TYP) JA-401 O FOR WOOD STAIRS ® GRADE: O PROVIDE NEW WALL-HUNG HOT WATER STORAGE I 8 j IS TANK; INSTALL AS PER MANUFAGT. SPECS 2'-0"- GONG. PADS 10 4" THK. P. GONG. PAD 8" WIDE x R:EO'D LENGTH UPON T I FOR A/C I I b" ORAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® MAX OAS INPUT: Mcf clOO BTU/HR;CONNECT TO NEW COND. 4 MAX. IW O.G.,U.O.N. (MIN. 3 STRING-ER:S) PROPANE TANK 6 b 6 6 GENERATOR 4 4 4 4 TYPICAL LEDGER BOARD ® EXT. DECK: PROVIDE (2) NEW 5 TON HYDRONIG AIR HANDLER:_ I v II I. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 19 I. UNITS BY "CARRIER" OR APPROVED EQUAL 2 SECURED w/(2) 5/8' (P x 5' LONG H.D. GAL. LAS, BOLTS 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I";UNIT 016110.0. LOCATED IN BASEMENT. SEC. FLOOR "ZONE 2";UNIT I dl 5. INSTALL H.D. GALV. JOIST HANOER5 BY 'SIMPSON' (OR LOCATED IN ATTIC. I L __ -1 L_ J L_ _. ..-I I - L - - - - - - - - -- - - - EQUAL) 5.PROVIDE HOT WATER COIL AND CONNECT HOT WATER 3 3 4. PROVIDE FLA5HIN& TUCKED UNDERNEATH SIDING E FROM NEW BOILER TO NEW COIL SENT OVER TOP EDGE OF LEDcSER BD. 5. SEE NOTED DETAIL EGRESS WINDOW WELL: PROVIDE NEW EORE55 WINDOW WELL d COVER BY "ROGKWELL;bb SERIES" bb"W.X72"H. OR EQUIVALENT. 0 FIRE RATED DOOR: O INSTALL AS PER MAN. SPECS. 12 30-X02 .75 HR. SELF-CLOSING STEEL DR. WINDOW NOTE: STAIR 8 RAILING NOTE: 21 1. ALL NEW WINDOW5 d DOORS SHALL BE ANDERSEN A-401 13 I CASEMENT, DOUBLEHUNG,OR GLIDING(AS NOTED); . ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 77 d MIN. 10" Tr - RISERS SHALL BE OL05ED INSTALL AS PER MANU. SPEC.'S. FOR " I 6 b b I / / �' / / -'/ i' i 2. 42" HIGH 6UARDR AIL d SPINDLE SPACING n SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS 4 4 4 /�� NOT TO ALLOW PASSAGE OF A 4" cD SPHERE; AND DOORS" ON PAGE 5-002 IF CASEMENT ( ? I 2 / ►N- WINDOWS - ALL C5MNT WNDW5 SHALL HAVE 14'-3" i / / i/ i ; / % ;' ,� % ' w 36" HIGH HANDR AIL d SPINDLE 5PACING NOT _ ;' /' i i j TO ALLOW PA55AGE OF A 4" c0 SPHERE 5TR:AIGHT ARM HINGE WHEN -_ 3. GRIPPABLE RAIL AS PER CODE 2.IF DOUBLE HUN5 - ALL DEL. HUNG WNDWS TO BE i // I p / 4. RAILING TO BE WOOD TILT WASH (I6) RI � MAX. 8"i I I � L3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. &L. - _ -- -- - - - 4.SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND NEW O WINDOWS (TYP. FOR ALL) U.O.N. 2 I I 17 (15)I Tr ® PIN. O" UP a m 3 - EGRESS NOTE: _ O IN COMPLIANCE WITH NEW YORK STATE BUILDING �� 14 /f / , ' % ' i / 43 15 � ' -;� I6 j _ � // ' /'� � / / PROVIDE GLEAN � i / I i'I ' � iu CODE,SECTION R3102.1; iN THE FOLLOWING MEANS OF ` EGRESS SHALL BE FOLLOWED: - MEGH. ROOM 4 I I �,/ / / '` / BAGKFILL i i N f" 52 S.F. Fn %"/ ; ; % COMPACT IN NET CLEAR OPENINO........... 5.7 S.F. 1- 2'-10" LIFTS - 12 :' � / j' NET CLEAR HEIGHT............... 24 MINIMUM i _ -- -' / % %�' i PROJECT: NET CLEAR WIDTH................. 20" MINIMUM I ' ,q 7 / BASEMENT b 4 UNFINI5HED/UNGONDITIONED 4 I I 3 f / , / NORTH FORK SPACE ESTATES - LOT 4 II L - I- - J L __.. .J L Jol ° I GRIPPING STREET -- --- -- -- -- - ---- - --- - ----- �, 3►0 1 CUTCHO GUE, NY 11935 I DOOR MATERIAL DRAWING TITLE:i- AT DOOR SCHEDULE A-301 I FIRE I ° - - -- -- . -.- -- - - -.- --- --- - � TAG DESCRIPTION MANUFACTURER o Q RATING NOTES Im 6 b ;- - - - - 2 PROPOSED FOUNDATION PLAN WIDTH ! HEIGFfT 1 Q 4' I , 4 4 = _5y2„ jl W 1i -1 1! 45 MIN. RATED cn OUT DOWN FOR OAR:AOE CUT DOWN FOR GARAGE O II I I ' jl �I SELF-CLOSING �I L � 2 15'-10" - � � r - FIRST FLOOR --- -- --_-- -- - _- ---- - -- - -- ---- - - - L - L - - - -- -- - - - - -- --- - - 101 (2) FRONT DOORS THERMA-TRU 3-O JL-- --- - ( FULL GLASS ( I ( qn� n 2 PAGE: - 8 0 -- ---- - a o102 (I) 51NOLE-SWINO JELD-WEN 5-O a-O a� �� u • II ' I, � I1 .. I w .�,■ 105 (4) SINGLE-SWING - -JELD-WEN 2 6-- 8-O (- -- - • 104 (I) DOUBLE-SWING -1-- _. -JELD-WEN 5'-O" O - - - DATE: 06/29/22 5 OF 16 - - -- -- 105 I SINGLE-SWING JELD-WEN 2'-O" II a-O !L • �I 106 (I) -- POCKET JELD-WEN 2-(-" 8-O • ---- --- ' SECOND FLOOR 8'-0" I6'-2" --- -_-- JELD-WEN -- ----- 2'-6" . Ii - ---- ------ -I- - -- - --- - -'; bl'-O" r��,\.zED &C+�1 201 (b) SINGLE-SWINC3 JELD-WEN 4-O a-O • O I-- - L A 202 4 E-DOU BLE-SWING I',- -- - I _ ,-_- PROPOSED FOUNC)ATION FLAN 203 (I) SINGLE-SWING JELD-WEN '-10" 8'-O" • CALE: I/4 - I -O�L.2I O S.F.. . HA5ITABLE SPAGE; 1,327 S.F.. . CROSS AREA AE OF204 (2) SINGLE-SWINC3 JELD-WEN 2'-0° 8'-0° (,,37��` U205 (I) SINGLE-SWINC3 JELD-WEN h!E` I BASEMENT _- -- • j, a 001 (I) SINGLE-SWING -- JELD-WEN fff I 8 O (5E I EF�AL 5i,✓�/ 50L= <E� : ALL NEW WINDOWS SHALL BE ANDER5EN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING d STRAPPING DETAILS. v ' "*SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" NEW PARTIAL HEIGHT - -- - - - -- - - - - _ -- - - -- --- EXISTING TO BE DEMOLISHED Q WOOD FRAME (L.G. STL. T --- -- ---- -- J WHEN APPLICABLE) WINDOW CHAR ---- I EXISTING TO REMAIN NEW FOUNDATION WALL ` -- ROUGH OPENING WINDOW DIMENSION CLEAR NEW WOOD FRAME (L.G. _ I TAG ! TYPE MODEL # OPENING LLI STL. WHEN APPLICABLE) �/ I - _ _ - - - - �_ WIDTH HEIGHT -� WIDTH HEIGHT TEMPERED J _� __ WIDTH REa'D: 20" HEIGHT REa'D:24' C7 -� -F-i MIN. (2) 2"x4" STRUCTURAL 11 ---- - - __ - - �r REaD: 5.�'S.F='I'-= Q .- NEW I-HR FIRE RATED © VVV „ WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS r - - l! - A (17) _DOUBLE-HUNG 244DH3460 I 3-4- -�i 6 O L WHEN APPLIGABI_E) (MIN. (2) 2"x6" 5TRUCTURAL L --1 AI (2) -- I 3 MULLED - -_-- - - - I (I WINDOW) ^ � II -- - - il-- - ----- ( - 1 11 I 11 I 11 III p ^ NEW 2-HR FIRE RATED 244DH3460 I 3'-4" 6 O 3 3 ��II -! -- _ - - - - -- _ __ O POST FOR b WALL5), U.O.N. ll __ -- -- - - -- - - -._ -_ (I WINDOW) 4-1 � � (D - D 1 �� 1 11 1 11 I 11 - jl' O c Z O WOOD FRAME (L.G. STL. I -_ -_ --- WHEN APPLICABLE) -- B (I) DOUBLE-HUNG I`_- 244DH2O46-- 'L 2-O - 4-6 �1 I I I==-- 1E_ 4'-5 ---�i -- -_-- - =-1�_--- ---�i � 1 C6 BI (I) CI - 2 MULLED � 244DH2O46 I 2'-O' 4-6 I'-IIII 4'-5 2 N 244DH304 l __31-0' `�'-6" 2'-I I J�II 1 4'-5II p 00 +�' CflP AN NOTES FLOOR L I G (2) DOUBLE-HUNG _ --- - -- -- -- � r- �� -- - _':- - - - 4_01 I JII 3-I I - (I WINDOW) , p 0 .. �[-- DOOR NOTE: NEW LAUNDRY ROOM: _ - _-- - -_ - n 3-3 " 244DH5440 5'-4" cc OR DOORS WHEN GALLED OUT ON Q G O D DO LE-HUNG Oj I. INSTALL NEW INTERIOR O8 1, NEW WASH /DRY HOOK UP -IL _ PLANS BY N INT RIO (OR EQUAL.). E (2) DOUBLE-HUNG 244DH5040 3'-O" j �-- HST NEW EXTERIOR DO OfZS WHEN GALLED OUT ON 2•COORDINATE LAUND. ROOM d DOOR DIM.'s 4 O --- 2.1 ALL - - -- PLANS BY THERMATRU' (OR E:QUALE w/SIZE OF EQUIP. -- S.DOOR TYPE TO SELECT l 3.PROVIDE HOOK UPS AS REa'S PER MANU. ---P (I)--- -- PICTURE � 244FX6040 I 6-O I � I 3'-II �" I� - (I WINDOW) 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS ��J 5. INSTALL AS PER MANU SPEC.'S W DRYER EXHAUST NOTE: --- G (2)-- - PICTURE- �244FX3 3'-O" 6.PROVIDE (2) 2"x5" HDR., U.O.N. I. DUCT SHALL TERMINATE TO EXTERIOR H (I) SLIDER "1. SEE PAGE 6-003 FOR ALL OTHER FRAMING 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY NLGD12080 ELEMENTS AROUND DOORS ('IYP. FOR ALL) U.O.N. OPENINGS - _,q STAIR 4 RAILING NOTE: 3.DUCT 51ZE AS PER MANU. O I. ALL NEW STAIRS SHALL HAVE MAX. 8" RI k 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER MIN. 10" Tr - R15ER5 SHALL BE GLO5E1;1 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2. 42" HIGH GUARDRAIL d SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO U NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 36" HIGH HANDRAIL SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO `��" '-O Iq'-O" W n ,2 " TO ALLOW PASSAGE OF A •4" 4) SPHERE EXCEED 5 FEET AND SHALL BE LISTED AND LABELED 4'-3y2"- 9'-O" 4'-Sy2" 12'-0" 4'-ay2" 5'-3y2" 4'-4y2" 12'-3" 4'-4y2" �i/ 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. 4. RAILING TO BE WOOD 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID -- -- ------- METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS SMOKE DETECTOR / GO DETECTOR NOTES: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST • -- - - -- -- - - - - DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 30'-O" Jc: 1 O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 51-CREW5 z SMOKE/CARBON MONOXIDE COMBINATION DETECTOR 'T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER Q z g r , HARD WIRED TO EACH OTHER w/BATTERY BACKUP. LOCATION TO THE WALL OR ROOF TERMINATION. THE K Q V 2.INSTALL ALL AS PER MANU. 5PEG.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ® j 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45• BEND AND 5 FEET FOR EACH 90" i IN COMPLIANCE WITH LOCAL GORE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. WINDOW NOTE: O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN NEW EXHAUST FAN SHALL BE INSTALLED WHERE O WOOD DECK 4 300 S.F. a t1/ CASEMENT, DOUBLEHUNG,OR GLIDING (AS NOTED); VENTILATION I5 NOT MET BY MEANS OF NATURAL INSTALL AS PER MANU. SPEC.'S. FOR CIRCULATION THROUGH WINDOWS OR DOORS TO SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION AND DOORS" ON PAGE 6-002 IF CASEMENT 405.5.2.5; INSTALL AS PER MANU. SPE05 WINDOWS - ALL 05MNT WNDW5 SHALL HAVE 5TRAIGHT ARM HINGE WHEN NEW ATTIC ACCESS - PULL DOWN STAIR: 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE 10 I. MIN. 550 # CAPACITY BI TILT WASH 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. �O 3.ALL GLAZING WITHIN 15" OF FF To BE TEMP. &L. 22"x30") _ 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND 5.- HR FIRE RATED - T WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A 4.DBL. FRAMING WHEN NEW OPENING DH MINIMUM (2) 2"X5" HEADER U.O.N. 5. INSTALL AS PER MANU. SPEG.'s e;EGRESS NOTE: 6. R 4 CONSULT H.O. FOP,PRECISE LOCATION OF ACCESS t i C IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF NEW FLOOR: EGRESS SHALL BE FOLLOWED: II I. NEW J" PLYWOOD SUBFLOOR BENEATH(GLUE d SCREW); 50REW PERIMETER OF 5HEATHIN5 4" O.G. d 12' O.G.® Li NET CLEAR OPENING........... 5.1 5.F. INTERIOR. NET CLEAR HEIGHT............... 24" MINIMUM 2.NEW FINISHED FLOOR PER H.O. SELECTION 4 NET CLEAR WIDTH................. 20" MINIMUM in TYPICAL BATHROOM NOTE: @FIRE RATING ATTACHED GARAGE I. WALL BOARD PROVIDE (1) LAYER OF J" TYPE "X" GYPSUM BOARD AT 14 14 O I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN WALL5 AND CEILINGS. G ALL BATHROOMS TAPE AND SPACKLE ALL SEAMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND PROVIDE I HOUR FIRE RATED SEALANT AT ALL Q p j j I 6 VENT _ TUB SURROUNDS PENETRATIONS Q ' L-1 dJ 4_ Y 2. SHOWER FLOORS (0) KITCHEN 4, 1 DINING ROOM LIVING ROOM :N 6A5 tt 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON VENT , - FIRE- 232 S.F. 209 S.F. 292 S.F. 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT 13 CONCRETE GARAGE APRON "�J `�, ISLAND PLACE J TOWARDS DRAIN) UPON PROVIDE CONCRETE APRON IN FRONT OF 6ARA&E 2.5. WATER PROOF MEMBRANE TO COVER SHOWER DOORS • MAX 1% INCLINE ON CONCRETE APRON \�' - - FLOOR,WRAP DRAIN d ATLEAST IS" UP WALLS O `/ • PROVIDE WIRE MESH IN APRON WITH #5 REBAR AT II PROVIDE NEW 6A5 FIREPLACE UNIT. HOMEOWNER TO FRONT AND REAR OF APRON IS'-5" OSELECT. CONNECT AS PER MANUFACTURER SPECS; 4 -- 4 PROVIDE ALL NECESSARY VENTING THROUGH WALLS 4'-0° A 4 A PROVIDE (2) NEW 3 TON A/C CONDENSERS: TO EXTERIOR. 14 I. UNITS BY "RHEEM" OR APPROVED EQUAL � 4 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1" d "ZONE G m FIRE RATED DOOR: 2" d SECOND FLOOR "ZONE 3" O 3QX6� .75 HR. SELF-CLOSING 5TEEL DR. 3.INSTALL AS PER MANUFACTURER SPECS 4.INSTALL UPON CONCRETE PAD AS PER DETAIL - p 31_A"�-4' .o ~ Y Z 15 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) O L 0 2 O 16 GUTTER HIGH POINT (TY'P.) REF. -- - v _-- j Ol03 �` 2 GAR GARAGE -I'-IO" 466 S.F. Ly (I6,1 R1 ® M 8" NEW O - (15) Tr!a MIN. Io" .o - S m p BATHROOM 2 r{5 O = A-401 ►W- in PANTRY3'-0" 4'-0" N o 00 34 5.F. j O --- VENT L NEW 9 // m / - I (15) R1Jm (s\- �_ �0�>) PROJECT: 12 _ v b FORTH FORS( 9'-O" 5'-7" 5M/CO ESTATES GL. I = CLOSET -- -- 104 - SATES - LOT 4" 3'-0" 3'-O. 2a 5.F. O rn Ip e I - 4 B in I BATHROOM li 5 ! 1 11 1 , GRIFFING STREET -- - 103 105 / �- - -- -- - - - - - - ,r0I,_ I. ry N W UP CUTCHOGUE, NY 11935 DOOR SCHEDULE Q 8 - -- - -- --- -- - - - - - --------- - -- --- --- - -- - - OPEN T N I I m FOYER O j DOOR MATERIAL - - A-501 O 1605 5.F. ABOVE) � A-301 DRAWING TITLE: .- m BEDROOM I 15'-O"Xa'-O" 6ARA6E DOOR 8'-O"X9'-O" GARAGE DOOR - PROPOSED FIRST FLOOR PLAN TAG DESCRIPTION MANUFACTURER -- NOTES - - - - _ La FIRE _ I Q N RATING -------- j I WIDTH HEIGHT p W A 45 MIN. RATED K -G O G FIRST FLOOR J _ t -- -- -- ---- --_ -_ _ --_ - - _-- - - - j �I 101 (2) -- j FRONT DOOR5 THERMA-T'RU i- 3'-O' I 8-O' 1 • • FULL GLAS5 101 101 PAGE: 102 (I) SINGLE-SWING JELD-WEN 3pr -O' 8 oil • h a :L 103 (4) SINGLE-ShIIN�� JELD-WEN 2'-6" 5-0 PORCH l • COVERED O PORCH Am __4 00"1000 - 1 104 (I) DOUBLE-SWING��---JELD-WEN - 5-0 � 8'-O I • z 1 - 4 A 4 A �� - ----- - J - DATE: 06 29 22 105 (U SINGLE-SKIING JELD-WEN - - 2-O i 8'-O - - IL .-- 1' li 15'-O" N a / / 6 OF 16 - - JJ I ,� 11 - - - - - - z � - -- _-- _------ ,- 1 it i 11 ---- „ III- --- - -- - --� IL - - 106 (U POGKE:T ll JELD-WEN 2-b � 8-O • I NATURAL LIGHT 4 VENTILATION SECOND FLOOR (HABITABLE SPACE) 4'-oy2° a'-I" Ll g 201 (6) SINGLE-SWING =---- =JELD-WEN- - 2'-6" - 8'-O" • - --- - --- -- - Q ! IF - - ------ 16-2 15-10" �C�Y FLOOR AREA 19 7 S.F. " � - - II I'! % REa. S.F. PROV. 53'-O" `Gj R !p r� a 202 (4) DOUBLE-SWING �I JELD-WEN 4 O �`-- 8 O -� •- -- _= LIGHTING;MIN. 8% �•%6 �� `y� j, - I I, OF FLOOR AREA 15.8 S.F. 42.0 S.F. f�, /`_', r+7� ��r aFf(9 a - - y!. - - • 203 (U SINGLE Sb^iING JELD-WEN 2 10' 8-O 't.4 S.F. 21.o S.F. l 490 OF FLOOR AREA -- I --- -- �I - I� l � -------� - -- _ _- VENTILATION;MIN. i� •,� i� � � O- - -- 1 11 1 - --__ IF - - N 1_ II 1 11 -- -- ---- -___-_ 204 2 SING -56 G - O -O • - --ji - - --- - - - ---- -II ------- ----- -- r --- 205 (-___ SINGLE 51^IING JELD WE - I 6 8-O -- � ��G, JJ FIRST FLOORPLAN V �3�� ' yo ir -- - -- - BASEMENT 1,40-7 S.F. HA51TADLE SFAr-,E; 1,88l S.E. GROSS AREA SCALE: I/4 I O 001 (I) i 5INGLE-56^IING L - JELD-WEN j 3'-O" 8'-O"- 0ENDRAL 5�M50L <E **r : ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PACE 115-005" FOP, NAILING 4 STRAPPING DETAILS. **SEE DOOR 50HEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Oki CHART HOOD FRAME (L.5. 5TL. < -- -- -- -- - - - --_ - - -- - - - - - --- WHEN APPLICABLE) EXISTING TO REMAIN CLEAR ROUGH OPENING WINDOW DIMEN51ON Lu NEW FOUNDATION WALL NEW HOOD FRAME: (L-67. TAO TYPE MODEL # OPENING TEMPEREDTEMPERED Lu WIDTH REOV: 2 cc 5TL. WHEN APPLICABLE) HEI&HT REOV:24" cy) WIDTH WIDTH HEIGHT_ OPEN REG'D: 5.1 S.F. 4-J < NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 'E t"u A (1-1) DOUBLE HUNG -4-'-' c� t/'\] 244DH5460 5' (1 WINDOW)- 3TL. Lr) HOOD FRAME (L.G. E P057 FOP, 4" WALLS HHEN APPLICABLE) (MIN. (2) Vxb" STRUCTURAL0 0 o - NEW 2-HR FIRE RATED 1 5 MULLED P05T FOR 6" WALLS), U.O.N. Al (2) 4" -oil 5.-5 �11 2 - 2 MULLED IF -2-4 _][�41DH204ro :2'-Ou 4' 6" V-11 4'-5 0 HOOD FRAME (L.O. 5TL. 50) DOUBLE-HUNG c: Z WHEN APPLICABLE) cc 244DH204e> 2-0 4' 6' 4'-5 BIN 1 - 2 MULL L------- C\i NO ][244DH504(o 0 o 4-J DOUBLE-HUNG 4- 0 CO 4-J 4-J Lo -5 c\j FLOOR PLAN NOTES I r? (2) DOUBLE-HUNO 244r�1115440 5" 4 41-0" 51 (1 WINDOW) I c: ......... - < or- _ - - -----_ I - --- -- -A DOOR NOTE: NEW LAUNDRY ROOM: NO 51- _ i !I 24 4--011 r Oj I. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT ON 1. NEW WASH/DRY HOOK UP E (2) DOUBLE-HUNG 4PH5040 -oil PLANS BY 'rHERMATRU' (OR EQUAL). 5.PROVIDE HOOK UPS AS REO'S PEP, MANU. 244FX&040_ 41-01' 51-11 5.-11 (1 WINDOW) PLANS 5-1' 'JELD-HEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s ll 2.INSTALL NEW EXTERIOR DOORS WHEN CALLED OUT ON k4l SIZE OF EQUIP. PICTURE 5.DOOR TYPE TO SELECT PICTURE 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR HALLS 244FX5030 5. INSTALL AS PER MANU SPEC 6.PROVIDE (2) 2"xe>" HDR.,U.O.N. DRYER EXHAUST NOTE- NLODI-:20e�o -1. SEE PAGE 0-005 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR H (I SLIDER F_ 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY -4 DOORS (TYP. FOR ALL) U.O.N. L ELEMENTS AROUND r OPENINGS NATURAL LIGHT 4 VENTILATION NATURAL LIGHT VENTILATION STAIR 4 RAILING NOTE: 5.DUCT SIZE AS PER MANU. (HABITABLE 5FAOE) (HABITABLE SPACE) O I. ALL NEW 5TAIR5 SHALL HAVE. MAX. e?" R1 6 4.DUCT SHALL BE EQUIPPED Pq/A BACKDRAFT DAMPER MIN. 10" Tr - RISER-5 SHALL BE CLOSED 5.TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO FLOOR AREA 151 S.F. FLOOR AREA 151 S.F. 0 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM • NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; SHALL BE LIMITED TO 51NOLE LENGTHS,NOT TO % REO. S.F. PROV. % REO. S.F. PROV. 56" HIGH HANDRAIL 4 SPINDLE SPACING NOT EXCEED 5 FEET AND SHALL BE LISTED AND LABELED (D I TO ALLOW PASSAGE OF A 4" (P SPHERE IN ACCORDANCE WITH UL 2158A. LIC+TINO;MIN. e>% LIGHTING;MIN. 5% 5. ORIPPABLE RAIL AS PER CODE 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID OF FLOOR AREA 10.5 S.F. 42.0 S.F. OF FLOOR AREA 10.5 S.F. 21.0 S.F. 4-) m 4. RAILING TO BE HOOD METAL H/SMOOTH INTERIOR SURFACES WITH JOINTS VENTILATION;MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST .2 S.F. :21.0 S.F. VENTILATION;MIN. 52 S.F. 10.5 S.F. 4% OF FLOOR AREA 4% OF FLOOR AREA SMOKE DETECTOR / 00 DETECTOR NOTES: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SCREWS SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER HARD HIRED TO EACH OTHER 1,4/BATTERY BACKUP. LOCATION TO THE HALL OR ROOF TERMINATION. THE 551-0" 2.INSTALL ALL AS PER MANU. SPEC.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED :2.5 5.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45* BEND AND 5 FEET FOR EACH CIO* IN COMPLIANCE WITH LOCAL CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. • HINDOV4 NOTE: 1 [04 Al NEW EXHAUST FAN SHALL BE INSTALLED WHERE 0 1. ALL NEPSI HINDOHS 4 DOORS SHALL BE ANDERSEN VENTILATION 15 NOT MET BY MEANS OF NATURAL CASEMENT,DOUBLEHUNiS,OR GLIDING (AS NOTED); CIRCULATION THROUGH WINDOWS OR DOORS TO INSTALL AS PER MANU. 5PEO.S. FOR F_ lo.-011 101-01, 5U55TIT1JTION5, 5EF NOTE #IT IN "GLASS WINDOWS OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 101-0" AND DOORS" ON PAGE 6-002 IF CASEMENT 405.5.2.5; INSTALL AS PER MANU. SPECS WINDOWS - ALL C,5MNT HNDH5 SHALL HAVE 5TRAI&HT ARM HINGE WHEN NEW ATTIC ACCESS - FULL DOWN STAIR: 2.IF DOUBLE HUNG - ALL DEL. HUNG MPHS TO BE I. MIN. 550 # CAPACITY TILT HASH 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 4.SEE FACE 6-005 FOP, FRAMING ELEMENTS AROUND 5.- HR FIRE RATED lull 5.ALL GLAZING WITHIN fe," OF FFTO BE TEMP. 0L. 22"x509 HNMON5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A 4.DEL. FRAMING WHEN NEW OPENING 5.INSTALL AS PER MANU. 5FEC.'s I F II II MINIMUM (2) :2'IX5" HEADER U.O.N. rzoRE55 NOTE: (o.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS BATHROOM 5 IN COMPLIANCE WITH NEW YOR<5TATE BUILDING 144 S.F. CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF NEW FLOOR: E 67RE55 SHALL BE FOLLOWED: I. NEW J" PLYWOOD SUBIFLOOR BENEATH (GLUE 4 50REI,-); NET CLEAR OPENING........... 5.1 S.F. SCREW PERIMETER OF SHEATHING 4" O.C. 4 12" O.C.a NET CLEAR HEIGHT............... 24" MINIMUM INTERIOR. 2.Nrzkq FINISHED FLOOR PER H.O. SELECTION 5:12 E NET CLEAR WIDTH................. 20" MINIMUM BEDROOM 5 BEDROOM 4 4 FIRE RATING ATTACHED GARAGE 151 Sp. 151 S.F. z -04 TYPICAL BATHROOM NOTE: @ PROVIDE (1) LAYER OF J" TYPE IIXII GYPSUM BOARD AT -4 O I. WALL BOARD I.I. INSTALL MOISTURE RESISTANT C7YPSOM BOARD IN WALLS AND CEILINGS. TAPE AND SPACKLE ALL SEAMS 1 -2' ALL BATHROOMS 14' . PROVIDE I HOUR FIRE RATED SEALANT AT ALL e e - i (-�:)�� O )) 1 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 1 202 11 VENT 5M TUE3 SURROUNDS 5M :2. 5HOI^ER FLOORS I PENETRATIONS LAUNDRY 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON I 51-roH -2.. i . 4 AH H H 7E APRON H 51- 1-4' 0" CONCRETE GARAGE 2.2. CONCRETE MUD-5ET (SLOPE 115" PER FOOT . PROVIDE CONCRETE APRON IN FRONT OF GARAGE 0 4'- L TOKARDS DRAIN) UPON DOORS 141 1 f 56 S.F. ATHRn0M 4 yk 2.5. , PROOF MEMBRA14E TO COVER SHOWER CE) I :�,,1 HATER 0 MAX 1% INCLINE ON CONCRETE APRON I -- 54 S.F. FLOOR, WRAP DRAIN 4 ATLEAST 15" UP HALLS 0 PROVIDE HIRE MESH IN APRON WITH #5 REBAR AT :24" 1 FRONT AND REAR OF APRON X 10 GAS. r,> PROVIDE NEW SAS FIREPLACE UNIT. HOMEOWNER TO vi O SELECT. CONNECT AS PER MANUFACTURER SPECS; 5M/CO 203 201 PROVIDE ALL NECESSARY VENTINC7THROUGH HALLS PROVIDE (2) NEW 5 TON A/C CONDENSERS: :2'40 To EXTERIOR. IS 1. UNITS BY "RHFEM" OR APPROVED EGUAL FAMILY ROOM "n 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1" 4 "ZONE 2215.F. OT WALK-IN FIRE RATED DOOR: 2" 4 SECOND FLOOR "ZONE 5 to O 5QXb& :75 HR. SELF-CLOSING STEEL DR. 5.INSTALL AS PER MANUFACTURER SPECS 5M/cO CLOSET 4.INSTALL UPON CONCRETE PAD AS PER DETAIL 5.F. z NEW 4"x5" ALUM. DOWNSPOUT (TYP.) 0 CL. �D L) OUlm MAX. NEW 5M tt GUTTER HIGH POINT (TYP) 4 (14 TrIc MIN. 10"; DN� NATURAL LIGHT 4 VENTILATION :2'! (HABITABLE SPACE) 10 101-101, FLOOR AREA 265 S.F. 0 HALK-IN BEDROOM 5 % Rj_zo. S.F. PROV. OL05ET Tz I # 411 S.F. 26e� LIGHTING;MIN. 5% OF FLOOR AREA 21.4 S.F. _m.O S.F. PROJECT: VENTILATION.MIN. d) ci 10.77 -1 4% OF FLOOR AREA NORTH FORK ESTATES - LOT 4 :20'-'7" 1 A-501 GRIPPING STREET OPEN TO 1_1 CUTCHOGUE, NY 11935 BELCH DOOR 50HEDULE Al 4 j ------- -------- BEDROOM 2 294 S.F. DRAWING TITLE: DOOR MATERIAL 1Z FIRE NOTES TAO DESCRIPTION MANUFACTURER 0 -1 0 PROPOSED SECOND FLOOR PLAN < 0 11 RATINO F < - WIDTH HEIGHT 43 1 A A 45 MIN. RATED 1 1 jSELF-CLOSING L 5ELF FIRST FLOOR 3 THERMA-TRU F FULL &LA55 101 (2) PAGE: FRONT DOORS V-0. III -011 tzp 10.20) SINGLE-SWING JELD-HEN 105 (4) SINGLE-SWINGJELD-HEN :2--b" II' A-1 '01, moo -4--e),12 ��- - O, _02 1040) DOUBLE-SWINGJELD-HEN 16 7 OF 16 1050) 51NOLE-51^11NO JELD4NEN DATE: 06/29/22 1060) JI POCKET JELD-HEN ------- NATURAL LIGHT $ VENTILATION SECOND FLOOR (HABITABLE SPACE) Ij FLOOR AREA 2e>4 S.F. .2--b cc ?,,ED APx 201 (ro) SINGLE-SWING JELP-WEN 4 4�11 X % REQ. S.F.PROV. V-0 _- - .___ -_ .- r - -i -_- --III ___KEN 20:2 (4) DOUBLE-SWING JELD- Job I LIGHTING;MIN. 9>% 22.1 S.F. 105.0 S.F. < i OF FLOOR AREA ► :05 (1) 21-10" VENTILATION;MIN. 11.4 S.F. 52.5 S.F. 4% OF FLOOR AREA 204 (2) SINGLE-SWING JELD-HEN -oil ---------- • ,yA ------ __J -J 374�) U4 F�CN D�N C RA R T Oil L4 _VZATH _OOM p 54;5F- �04 (1�) 0.1 SEC.CM7) FLOOR PLAN N L :205 SINGLE-SWING yo OF tj A - _ -- -- ---00 BASEMENT 1I-oil 1/5-75 S.F. HA51TAE3LE SWAGE; 1,5-75 S.F. OROSS AREA 50ALE: 1/4" 0010) SINOLE-SWING JELD-HEN i I ELEVATION NO'TE5 i O TYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR $ MATERIAL SELECTION Lu BEFORE INSTALLATION PROPOSED RIDGE HEIGHT LL J --—-—- J ELEV. +33.2' _I j ccIA ASPHALT 5HINGLE5, BLACK (VERIFY W/ H.O.) // - I IOA 2 I IA 2 1 'E N IB STANDING SEAM METAL ROOF, BLACK (VERIFY W/ O � O H.0) o I — PROVIDE CONGEALED FLASHING AT ALL ROOF - O INTERFACES. -------- .� - 2 ------- __- ----- - "- - --- -- -- - ---------- -- - ( ---------- - -- -- z o � I � � TYPICAL SIDING: j ( I ` _........- -- -- --- - - - -- -_ - ---__-- --- � CV O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM _.---_---..__....---.----- - _:- -. ._:__-_._____ ,. - CONSTRUCTION STANDARDS I 12 � I I -_. 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION --------- -- -- -_ -__ 1 - a • BEFORE INSTALLATION O C3 ; E _ Q i I HARDIE CEMENT LAP SIDING, R COLO TO BE ------ ___-�— -___.__---_-._--- --__.-_.- _ -_ -.__.---_-------------._-- _-- 3 ( ----- - ----- ----- - -- ---- - -- - - -- SELECTED BY H.O. 3 3B i I 3B HARDIE CEMENT BOARD BATTEN, COLOR TO BE - -.._. _---_-----------.-----_----------.._._.__...._. - --- - O SELECTED BY H.O. - - -- --- - - __ _ - -- -- --__ -- ____ - -v --- ---- -- - - - - - / 5 5 -- -- --- -- -- - --- -- -.-- 3 3 - -- - -- ---- - -- - IL - OTYPICAL 5/4"x 4" 'AZEK' (OR EQ. : _ _ - `� I. PROVIDE AT ALL WINDOW/DOORS - - - --- -- I--_ 6 2. PROVIDE AT ALL CORNER BOARDS T --- - - -- _ TYPICAL 5/4 x b AZEK (OR EQ.): OI. PROVIDE AT ALL FRIEZE BOARDS 4 ! —- — - -- - -2. PROVIDE AT ALL SIDING BAhlDS I --— 1 _ --- -- -- ---- - - - i --—----------..__ l 5. PROVIDE AT ALL HEADER WRAPS I - -- ----_.- -------- I --------- --------- � I 4. PROVIDE AT SPECIFIED SOFT=ITS -- -- - - M� O TYPICAL O x 8 AZEK (OR EQ). - - +.uz I. PROVIDE AT ALL FASCIAS O 2 A TYPICAL / t I OREQ. : PROPOSED SECOND FINISHED FLOOR --------- PROVIDE AT ALL SOFFITSIT ELEV. i --A-_--I------- -.--- ._._-A-I-�--- --.-.I. ---------_------------------------ -------"---- • +11.5' -- --- -- ------ --- ... - - - -- - --- - - - ------ ------ - --- ---- ------.--------- -- -_------- - --- - - -- - - 8 NEW WOOD FRAME STAIR - ---- ---- -- g 3 I --_--_- ! - - A --... --- NEW _ 5" 5TRUGT. PERMACAST COLUMN; MODEL O - 6 ' ------ HB$G FIBERGLASS PERMACA.5T COLUMN - REGE55ED SQUARE ._-----"- ---�----_--- ------ - ----- - ----- •W- -- - -- - - - _JH --- ------- ---- �Np — [44 um �JI -...._ -- - - ---- -- -- - - _ - _ - Ei L -_ J - PROPOSED FIRST FINISHED FLOOR i- - - -------- --_-----__ —.- ---- - - _ - .. - - --- - --, ELEV. +1.3 j] Fr- �. � -- --- - ----- ---- ------ ----- ------- - - _. ___ F.F. - ---------_ —__-- --- - -- -I� -- �BASELINE I------1 -I l - -1 E__ [L- - -- - - ELEV. +0.0' El E 8 SOUTH ELEVATION (FRONT) 50ALE: 1/4" = 1'-0" I I I IA 2 -- - - LLI Ej PROPOSED RIDGE HEIGHT 12 -------------- ------ -- ------------ ELEV. +2-7.3' - - - ._ .. - -- - - - -:- - --- - ---i' i 1 _ - --,_ - - -- " -----=- W � I ` PROJECT: I ;� I � i - (NORTH FORK ESTATES LOT O1 ---- - -- - -- -1 ( - - - \ --- - ______ _ ._. _.___--..--------_----__---_ --i- — _:-_ - , GRIFFING STREET _-__-- I � _-- ------_-._ _-------_---------------.___.----_--.._.___ CUTCHOGUE, NY 11935 TEMP., - - DRAWING TITLE: ---------------- J 4 _-- _�.-- - ----- - -------...- - --- -- - --- -- o- ------ PROPOSED EXTERIOR ELEVATIONS �N -- i IA 2 -- - --- PROPOSED COVERED PORCH RIDGE HEIGHT � ir- ---------- ----- ELEV. +12.Q � -�z=-- - - -" - ------ ----- -- --__ -------- _— - - --`-._ - --- -- ----- -- - -- I - - ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.s. SEE PAGE 0-003 FOR NAILING 4 STRAPPING DETAILS. -77777 **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** �_— _ ____.---__"T -- -----------------------_-------------- _..----_-- _--____ _-- -- -_---. -----.- --- ------- PAGE: 3 3 WINDOW CHART - 3 3A --------------- I ( EGRESS i, - --- - - ---_-- ----- 4 --- - -- inu __ 3 3 -- -- -- --------- ._.... _ _ 4 OPENING 4 -._ ----._._ �._...-- - --I - - - - - - - - -- - - -- --- TAG � TYPE MODEL # , ROUGH OPENING WINDOW DIMENSION � CLEAR TEMPERED i NIDTH HEIGHT EO'D: 20 -._._ ..... -- --- --- ---- --- I --------___.-"------- ---- ---- --- - - - --- - --- - REOV WIDTH - HEIGHT WIDTH- HEIGHT OPEN REOD: 5.7 S.F. - �- _ - - m _ _-_-_-___-- - -_--- -__--- DATE: 06/29/22 8 OF 16 n — --H to A (1'7) (I. DOUBLE-HUNG l 244DH54b0 3'-4" b-O 5'-5 5-II (1 WINDOW) Al (2) ------- — I - 3 MULLED - - 2 MULLED 3' 3 5'-I I - -- _ _ ------ - -_----.-- - - - -- ----------- :2 ,244DH3460 - 3-4 b' O' _ --__ B (I) c7/� -- DOUBLE-HUNG 244DH2O4b 2-O' 4-b li I I I 4 5 l (I WINDOW) --- --- - --- - - - - -- - --- --- ------------ ----------- ---- ��;I�-- --- -" ------------ -- _-.--_ —_.__—_. - - ------ - - -- --- - - - __ _ - --- - - F \ BI (I) -I 2 MULLED 244DH2O4b 2'-O" 4'-b" l I'-II 4'-5 �i BASELINE 1 �: ------- -- - "_ ---- �i - - ------ ELEV. +O.O' . . _ J C (2) DOUBLE-HUNG 244DH504b 3'-0 4-b" �j :2'-I 1 4'-5 :sa 1 O -- -- -- 244DH5440 3'-4" 4'-0" 3'-3 3'-I I (I WINDOW) EAST L V T 10N (RIGHT S 1 DE) ,. D (2) DOUBLE-HUNG _ c E (2) f DOUBLE-HUNG 244DH5040 4'-0" 2'-II 3'-II 5GALE: I/4" = I'-O" F (1) PICTURE -- 244FX6040 j b'-O" �I 4'-0" 5'-II 3'-II (1 WINDOW) O� N� ' J l fIFl G (2) 244FX3030 -JI -3'-of,--- �i 3'-O"- - - J - _- �[ NLGD12080 8-O --- I I-a---SLIDER(I) 4 _ - --- - � | i SUILDINC 5EGTION NOTES A 0 NEW ROOFING NOTE (-TYP.): RIDGE AS CIL O I. INSTALL NEW ASPHALT SHINGLE°, PER PLAN Q 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS Lu OVER 5.INSTALL 15 # BUILDING FELT(U.O.N) OVER I 2 J co 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) � 5. GAP SHINGLE OVER RIDGE 8 HIF25 (AS REQ'D) RIDGE AS PER PLAN a--r 6.PROVIDE RIDGE VENT(A5 REQ'I�) R Q N '7. FLASH ALL VALLEYS 1' a.INSTALL DRIP EDGE AS REQ'D 9. INSTALL ALL AS PER MANU. 5PE0.'sp,o p � .-- C9 Of D o z o O TYPICAL ROOF 4 CEILING COIJSTRUGTION: ee' ' �1� rn �it -o • NEW ROOFING AS NOTED �� ATTIC �� A � rn 2• 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYVV coC13 'C\' SEAMS) -- e � D D' O O {_' C9 2 e� ro A � A � � ! � � N • R.R.,G.J., S"C.T. AS NOTED ON PLANS (® SPANS OVER 8' y �+ Z z o Z � INSTALL X BRIDGING ® CENTER OF SPAN,U.O.N.) - � - '-'' CM Lo • MIN. OF R-4q BATT INSULATION BIca 6-003 e' � 1 Q O 0 TYPICAL EXTERIOR NALL 00i`I5TRUCTION (TYP.): Q UPON "TYVEK" HOUSE WRAP (OR.EQUAL) G.J. AS PER PLAN ss t S ) • UPON 1/2" GDX PLYWD. 5HEATHING (BLOCKING ® Xa x_ _xJ' �Xk7k ) S 5 c S C ) < S G.J. AS PER PLAN ALL PLYWD SEAMS) I • 2"xb' STUDS ® 16" O.G. H/DBL. TOP PLATE BEDROOM 2 FAMILY ROOM ---� BEDROOM 5 r- ----- -- -_ -_—--- - k MIN. R-21 BATT INSULATION L OPEN TO --- -a • 5/8'" GYPSUM BD. WALL FINISH TYP. HDR FOR BELOW/ DOORS AND - / NEW SIDING NOTE (TYP.): WINDOWS�-. O 1. INSTALL NEW VINYL LAP SIDING 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEG.'s _ F O i ! Y r , 4.PROVIDE ALL NECESSARY TRIM FOR O*0 ' J Q Oi ` c) • PROPER INSTALLATION (V J ' ---- I 5. SIDING SHALL EXTEND TO TOP OF 4 W I N O � I FOUNDATION ALL I TYPICAL FLOOR 0ON5TRUGTION: 5 I. FIN15H FLOORING TO SELECT 5 5A — 5 5A -00 2. 5/4" Td 0 GDX PLYWD. SUBFLOOR GLUED $ SCREWED --- - - -- — ------- 5. F.J. AS NOTED ON PLANS - AT 5PAN5 OVER 8' � ti 1 INSTALL 'X' BRACE ® MIDSPAN �� F.J. AS PER PLAN --- '� Y� � kl xxXY� xX3 F.J. AS PER PLAN 4. MIN. R-50 GATT INSULATION 5. PROVIDE CLOSED CELL FOAM 23TW FJ AT RIM JOIST ---- 4 _----- BATHROOM I r-_-----; -- -- - ._... ----- - .. -- - ----- - � ---------_, i FOYER I ��------ - - - - - � 2 GAR GARAGE I NEW HOOD FLOOR: O ^z I Q I. NEW WOOD FLOORING (5ELECTED BY OWNER) / CD 5B NEW TILE FLOOR: I. NEW TILE FINISH (H.O. TO SELECT) UPON J 2,ONE LAYER THINSET(LEVELED PROPERLY) UPON 5.NEW DUROGK GEMENTBOARD (OR EQUAL) UPON --- 4.NEW T86 PLYWOOD SUBFLOORLj GYPSUM HALL BOARD: O BATHROOMS, ND CONCRETE 50ARD IN 5 �HOWERS AND TUB ' 5 C C1l> C C 5 CX-SF.J. AS PER PLANS `S 'S S �XS SC S tC <�) ��(S SURROUNDS - I BASEMENT GLEAN BACKFILL COMPACT IN 6" LIFTS;' I SECTION I -I/A-5O 1 j SCALE: 1/4" i I z w O U iu F- Q E� i PROJECT: NORTH FORK ESTATES - LOT 4 GRIFFING STREET CUTCHOGUE, NY 11935 DRAWING TITLE: BUILDING SECTIONS PAGE: A-,301. 00 DATE: 06/29/22 10 OF 16 10 .?� 0 7413 a 10 T�0F NEB` i i i I 5/4"x(o" P.T. DECK BOARDS P.T. DECK J015TS AS NOTED ON PLANS d u_.zi^u PROVIDE 3" (MIN.) GONG. COVER Q OF ALL REBAR WITHIN P. GONG. F 5/4" x REQ'D Q l]� i FOUND. WALLS d P. GONG. FTG'S, PROVIDE STRAPPING # NAILING z N p HEIGHT P.T. RISER ° ° L AS PER CONNECTION 'D' IN �y W ° o ° Ltl TYPICAL NAILING/STRAPPING _ p 5/4"xb" P.T. - - - -- -- - -- - - J co PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, .D U-I p DECK BOARDS t cy) BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" m M- ED 2"x BLOCKING ® EA. Q --' STRINGER TO MATCH SIZE •O N 0= BETWEEN EDGES OF OF P.T. DECK JOISTS � PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. I-I/2' SQUARE BALUSTER O (WHEN APPLICABLE) p m MIN. 4" BET(STYLE TO SELECT) 6X6-IOXIO W.W.M. FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES BETWEEN CENTER d FASTEN STRINGER TO — `- O NOTED ON PLAN UPON SILL SEAL UPON COPPER UPPER OF SLA$ BLOCKING (MIN. 6 i TERMITE SHIELD SIMPSON H2.5A RAFTER SECURED IN PLACE FASTENERS) - - - TIE (OR EQUAL) DURING POUR N05IN& d0 Z O 2 2"xb" P.T. SILL PLATES �'� •0 � � � HOOKED ANCHOR O NEW 5/8 (� 5/4"xb" P.T.DECK BOLTS ® 39" O.G. w/3" SQUARE UPON SILL SEAL UPON 2"xl2" P.T. STRINGERS ® 16" � � � N 4' THK. x 8' WIDE x WIDTH i WASHER 3 ENDNUT BOARDS 4" POURED GONG. a I COPPER TERMITE SHIELD OF STAIR P. GONG. PAD O.G. (MIN. 3 STRINGERS ® O O L- ! _ SLAB f1 j� 5/8" (P HOOKED ANCHOR BOLTS ® I• EA. STAIRWAY) O 4- O „ < ) 6 MIL POLY ' °II�) ° 51" O.G. w/ 3" SQUARE WASHER 8 -J CV UO ENDNUT;AL50 SEE ANCHOR BOLT MOISTU II�� 2"xb" P.T. BLOCK IN BETWEEN Q O O RETARDER I I SECTION ON PAGE A-200 EA. STRINGER. FASTENED TO X NOTE: G B T5 HOT DIPPED GALE. I G ° PITGI- GRADE P. GONG. PAD w/ 19/64" x to d ALL DECKING SHALL BE FASTENED 7h BOLTS ® EA. POST w/OVERSIZED 4' GRAVEL BASE n � °I P.T. D.J. AS =_ —WASHERS d END NUT PREBORED UPON GLEAN - "I 3-I/2" CONCRETE SCREWS BY r w/COATED DECKING SCREWS BY ? DECK MATE" (OR EQUAL) II - z '`a "GALIBURN" (OR EQUAL) - MIN. PER PLAN cr- INTO BEAM, POST,DECK TIE d COMPACT FILL >1I _ I_ RIM BOARD A55EMBELY (3) SCREWS PER BLOCK n ,_ O' MIN. (U # 5 REBAR I ° 8 8" THK. (MIN.) P. GRADE P.T. BEAM AS NOTED CONTINUOUS � GONG. GRADE GRADE ° II cV SOLID BLOCK ® 12" O.G. a _ GRADE BM. II -- -- (2) SIMPSON DJT14Z (1) 1/2"(P H.D. GALV. THRU (1) #5 REBAR I (3500 P51) I — 1 I DECK JOIST TIE ® BOLT w/OVERSIZED WASHER ® 48" O.G. °d II 8" — I EA. POST d END NUT PREBORED INTO I� POST $ DECK JOIST TIE Ihi (1) #5 BENT J i "SIMPSON" ABA44 IhI 48"O.G. REFER TO PAGE A-200 �. EXTERIOR l�lOOD STAIR DETAIL U - I ® COLUMN BASE FOR NAILING AND 1 - - 1 - °I I ASPHALTIC, p z A-401.00 #4 HOOKED VERT. I�° ry 4 x4 P.T. POST 1h -� STRAPPING OF ALL _ „ REBAR® 48" O.C. I - ---- _.__ ___ h l AMP m, SCALE: 3/4 - I -O II GRADE a Ohl PROOFING COMPONENTS M 1 1 1 I 11 1 1 12"m 'SONOTUBE' FILLED 11 ihl (1) #3 REBAR i — 1 ASPHALTIC DAMP , 1I � � � I --�- SOLID w/P. GONG. ° �lJ 14I GOi`TINUOUS EXTERIOR SHEATHING A5 PROOFING TO EXTERIOR a II I I .___�____ _.__ (MIN. 4,00'0 P51) _z Ih PER SECTION NOTES - ° j1 SIDING MATERIAL AS U � p #5 REBAR ' I I PER SECTION NOTES 1 i ® 60" O.G. BUILDING PAPER d HOUSE WRAP (2) 5 REBAR--I �I # TO FULLY OVERLAP FLA5HIN6 _ — Z FLASHING 5/4"x6" P.T. DECKING P. GONG. FOUND. W�\LL I I r —Z-- I 4 (MIN. 4,000 f'SI) jL -----�-- I EXTERIOR MOOD DGfG DETAIL MONOLITHIC SLA 3 DETA I L -- -- (U.Q.N. ON PLAN, SECTION/DETAILS) GAP FOR DRAINAGE it • ! i - A-401.00 SCALE: 3/4" = I'-O" A-401.00 SCALE: 3/4" = I'-O" —,< - - - -- I #4 HOR. GONE.THIRDS, ® 11 _ y TOP, MIDDLE THIRD', d II BOTTOM OF WALL (4 TOTAL) I f II i I I - JOISTS AS PER PLAN FASTENED w/(2) "Z" \-TIE SY 51MP50N' (OAL OTT DECK RNSION P. GONG. CONT. FTC. 11 5/5" lP x 5" LONG HEAVY DUTY GAL. FLASHING (MIN. 4,000 PSI) II -- LA6 BOLTS ® 16" O.G. INTO MUD SILL d EQUAL) (3) #5 HOR. CONT. REBAR II I - I -- RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER w/(2) 5/5"(P x 5" LONG APPROVED II ° FLASHING P.T. DECK JOIST 4" P. GONG. SLAB Ij 'L _ _ __- _ MASONRY ANCHORS ® 16" O.G. AS PER PLAN FOUNDATION WALL I MOISTURE RETARDED: i to 6 MIL P L DO R GO GT I ON DETAIL _ _ 4" GRAVEL A-4OI.00 SCALE " " -PROV. GLEAN - :, -------._-_ I f-4;— - - -I- COMPACT FILL - \ FINISHED ' - - - - I FLOOR I _-- <----t____.i_._.-.-- _l_! !- __ _ - --- -- ---=----- -_. FINISHED � GRADE FOUNDATION NALL DETAIL I A-401.00 SCALE: 5/4" = 1'-0" HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED ON 51DE OF STAIR IN ACCORDANCE w/MANU. SPEC.'S; to BASEMENT � r PLANS AND NOT PROJECTING MORE THAN 4Y�" INTO Z FLOOR r PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT JOIST HANGER BY SIMPSON' OR EQUAL U - — - - - -- - -- - - -- --- \--- - - - - -- - - F I RST F I N I SHED FLOOR TYP. ROOFING (SEE EO RESS V4ELL DETAIL I'' I, Y SECTION NOTES) � Lii TYP. ROOF CONSTRUCTION A-401.00 SCALE: I" = I'-O" lye" MIN. SPACE BETWEEN Q WALL AND HANDRAIL (SEE SECTION NOTES) �N 'SIMPSON' H2.5A p,S \� 5/4" PINE RISER \ PROJECT: RAFTER TIE CiR' 5%4" PINE TREAD STANDARDS FOR C RI PPABLE HAND RAIL NORTH FORK SCALE: NTS lo" X _ p GROSS SECTION ESTATES - LOT 4 G.J. A5 PER PLAN MIN. I" ROUNDED NOSING -1 z HANDRAIL FASCIA BOARD Q CLEARANCE CIRCULAR NON-CIRCULAR w/Y4" RADIUS Lu MOT INCLUDED IN TREAD DIMENSION) 4„-61/4„ GRIFFING STREET BEAM AS PER PLAN \ V2" / (Y4��_2�� j PERI- j 2y4" CUTCHOGUE, NY 11935 I � MIN. j METER j MAX. z DRAWING TITLE: PERMAGAST F p COLUMN HEADER NEW "SIMPSON" LU526 ,� � FLOOR SYSTEM AS \` _- - - --- ----- ---- CONNECTION (PER GALVANIZED JOIST U MANUFACTURER HANGER NOTED ON PLAN / / j j DESIGN DETAILS SPECS) W NEW STL.GAP FL. 'A' FLOOR WOOD BEAM WELDED TO COL.;SEE AS NOTED ON PLAN GAP PL. DETAILS NEW 3-I/2" O.D. 50H 40 � \ \ \ \ \ � m NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. (5) 2"A2" STRINGERS ® w/R-21 WELDED TO COL.;SEE (ASTM AI23) AS PER INSULATION, IF UNDERSIDE 15 FACING Y BASE PL. DETAILS FOR FOUND. PLAN BY SIMS STORAGE/NON-HABITAL SPACE / j PAGE: BOLTING STEEL (OR EQUAL) NEW 4" P. \ PERMAGAST PROVIDE GOLD JOINT AT GONG. SEAMS (TYP) GONG. SLAB Y2' GYP. BD. w COLUMN AS PER STORAOE UNDER �` iw,02.000 PLAN (WHEN APPL I GALBE) / / 11 OF 16 DATE: 06 29 22 4" GRAVEL BASE { -i "SIMPSON" �• �" - i ! _-- „�,_ i � i _-% NEW(2) #5 HOR. REBAR UPON (2) #5 TREATED 2"A2" SILL FOR CONTACT POST BASE PER I ----------_-- 1 i HOR. REBAR (4 TOTAL) w/GONG. (IF APPLICABLE) POST 51ZE NEW IS"x18"x12" \.-- I ---___-.- - ! --1 5 DEEP P. CONC. PAD f Q s�;' a1 FTO. (MIN. 4,000 PSI) !—i - _ --- _� E�119fPPi<11LED FILL BASEMENT f e C' P.T. DECKING --- --- ---- -- - ---- -------- - '_- -- - - - - - - -- -- �^ ,�' C`i -- ------- - - - -- ---- - - - - - - f P.T.D.J. AS PER PLAN �� OF tN4 COVERFD PORCH DETAIL STEEL COLUMN 100TI NO DETAIL 8 INTERIOR V4OOD STAIR DETA I L A-401.00 SCALE: 5/4" = P-O" A-401.00 SCALE: 5/4" = If-oil �`-401.00 SCALE: 514" = I'-O" i 0ENERAL S)ME30L <E� : NEW PARTIAL HEIGHT _ EX15TINO TO BE DEMOLI5HED (^ ---j HOOD FRAME (L.O. STL. F- � WHEN APPLICABLE) ^ a Q EXISTING TO REMAIN NE NEW WOOD FRAME (L.O. NEW FOUNDATION WALL �, J STL. WHEN APPLICABLE) l L1Jcz NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \I POST FOR 4" WALL5 VVV C WOOD FRAME (L.O. STL. � � � � WHEN APPLICABLE) (MIN. (2) 2 xb 5TRUCTURAL 0 P05T FOR 6" WALLS), U.O.N. - NEW 2-HR FIRE RATED C4 WOOD FRAME (L.O. STL. L WHEN APPLICABLE) d •� 'CI c � N O 0 t _I_- 0 4 C9 c CV c6 <C 0 O W U •- 2" P.T. HDR - F.T. HDR2x(2) r , I I I v I I I Q7. .— p I Q I X Qp cxx Qp IQ I n�n11 X �� a l W zQ® z �® J Q I Q Q ( I I I ,. I I .e. I I I o0 0o i •.. I � : I x X — • I � ® X ® ! z� z -; IL tL ( e • I � e• I � I r -- � r- - r (3) I'i5"xa.5" LVL HDR ! (3) 1-15"xa.5" LVL HDR (5) L-V'xa.5" LVL HDR j i I -- - I — - --- - -- -- — — -- -- -- --- -- — -� III ~� '� /'/ /f' / / ' '• ,' '' / '' / ' ' a Q 102 14 OY2 Z Z / // /', / i' /' / ' ,'' I W (3) L"i5"xa.5" LVL HDR (3) I'I5"xa5" LVL HDR U--- -- --- e i A J (3) L75"xa 5" LVL HDR 7 i a I i MECH. ROOM PROJECT: �r IX ® LIC - BASEMENT ' ' f ' NORTH FORK x UNFINISHEDANGONDITIONED ESTATES - LOT " I ' I F - �- -- 7SPACE r-.. � r - -I I , / / � / ,' /' / -- j L —� GRIPPING STREET '-1 j�2" 4'-I�2" 5'-3" 8'-?,y2' T-4" 4 i / / / / / i!' / CUTCHOGUE, NY 11935 DRAWING TITLE: ® m ' - - — - - z z : '+ PROPOSED STRUCTURAL PLAN ic (2)175"xa.5" LVLFHDR 7 - - -j= v. 1I/L� ' I — — — — • PAGE: 2" -= 4'_IS'2 4'-IY2 ou I = _ Q J 0 oo z I nQ6 Nci I° ■ lT� iIL I w d� u a� Q j -- - - - - -- -- - J - - - - DATE: 06/29/22 12 OF 16 •� I e ) 2"xIO" P.T. HDR (2) 2"x10" P.T. HDR L-- —.— J D Apo , PR0P05E17 FOUNDATION STRUCTURAL PLAN O SCALE: 114" = I'-O" +� '.r T fr �-Qj, 0374 FOF NE n i I OENEF AL _ EXISTING TO BE DEMOLI5HED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q WHEN APPLICABLE) EXISTING TO REMAIN NEW FOUNDATION WALL LLI NEW WOOD FRAME (L.G. �'! L1J _I C13 5TL. WHEN APPLICABLE) C1r) NEW I-HR FIRE RATED E MIN. (2) 2"x4" STRUCTURAL ` Q '— P05T FOR 4" WALL5 ` Lo WOOD FRAME (L.G. 5'rL. N WHEN APPLICABLE) (MIN. (2) 2"x(v" STRUCTURAL — O � F05T FOR 6" WALL5), U.O.N. — — = 0 NEW 2-HR FIRE RATED t1 >- WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) a0 Z I .O c :3 N O O :t C9 � O '�-' Lo O N c6 Q O C) 4 W 1 I i U j (2) I.15"x LV75" LVL HDR II I I V Q Q V Q d� U rp z I z rp rp l..,l,l, U °?' KITCHEN p DINING ROOM p LIVING ROOM p 232 S.F. ® 2°q S.F. 6 ® 292 S.F. �� =� LL tom- (D - !L _ _ x W - I W- w— x( x -- -- — z3 z � z NEW GPI QO II '7/b" L — DBL POST (4) P05T (4) P05T REF• (2) 2"xi0" HDR. (3) L'15"xll.8 5" LVL FLUSH HDR (2) " STEEL FLITCH LATES BEARING WALL - --- -- - — — — 2 CAR466 S.F. J � I _ d� v BATHROOM 2 NE GPI a I I 't/b" r r p 3►SF. W.LL F.J. ® I&" O.G PANTRY -Qr Q - _ _ _(2) L75"xll 7/a" LVL HDR _ _ N H 34 S.F. Q in\ ® ;►`) DBL. POST W N z� @,-, � DBL. P05T J� NEW GPI 90 11 -Ile,"-Ile," 00 I -- W.I. F.J. ® 16" O.G. c� WALK-INS DBL. POST DBL. POST CL. I ----- CLOSET (2) I.75"xlLa'15" LVL FLUSH HDR (2) 2"xl0 HDR. NEW GPI ao it /5" I 2b S.F. Q W.I. uj \ BATHROOM III p 1 45 S.F. PROJECT: Lu \ I i NORTH FORS( FOYER I605 S.F. - ESTATES - LOT 4 O BEDROOM I - x M5 S.F. ----- 1T- (2) I.15"xcIS" LVL HDR (2) I.15"xq.5" LVL HDR - --- -- - - — — -- i' GRIFFING STREET I CUTCHOGUE, NY 11935 NEW GPI 90 If "1/5" W.I. F.J. ® 16" o.c. DRAWING TITLE: PROPOSED STRUCTURAL PLAN COVERED w ® PORCH as S.F. z � v (2) I.75"x9S" HDR WRAP W/ Ix AZEK - -- --- PAGE: ICE - 0 tl� %-.X 4 a V 0 ., FROPOSED FIRST FLOOR STRUOTURAL PLAN SCALE: 1/4" = 1'-0" DATE: 06/29/22 13 OF 16 }'j 5 �1'''f•.O a.n J 0374Q` (�` r 4 FOF hey i I GENERAL SNr�50L <EE / : � EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) EXISTING TO REMAIN \ NEW FOUNDATION WALL O W i {---I NEW WOOD FRAME (1_.0. % W co F— -1 5TL. WHEN APPLICABLE) / NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL V VV Q WOOD FRAME (L.G. 5TL. x N c POST FOR 4 WALLS Lf) WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL �\ O m P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED � � >- Qo - HOOD FRAME (L.G. STL. O WHEN APPLICABLE) a O .O :3 CV O O t Cfl 4—J O 4--' t1) N cu Q O W I 4-J 7C) Uj • - U D 4--J m I I � BATHROOM 5 144 S.F. 11 IV v NEW 2"x,5" ' z NEW 2"x8" w NEW 2"x8" w m BEDROOM 5 BEDROOM 4 151 S.F. 151 S.F. T 1 \ LAUNDRY - GL. x= 36 S.F. ATHROOM 4 N DBL. POST 54 S.F. �— Z ADD O K n I 5M/GO � T a — T FAMILY ROOM r Q. C WALK-IN IL SM/GO CLOSET 2"x8" I NEW FALSE R.R. L 23.5 S.F. O.G. BEARING WALL II GL. - x \ I I DBL. P05T DBL. P05T H Z — DBL. POST WALK-IN ( p I CLOSET x = BEDROOM 5 49 S.F. - / 3 --- - z - - -- -�- DBL. POST \ / NEW FALSE R.R. \ PROJECT: 2"x6" 16"O.G. / NORTH FORK ESTATES - LOT 4 BEDROOM 2 / \ 254 S.F. / \ i \ GRIPPING STREET NEW 2"xa" CUTCHOGUE, NY 11935 G.J. ® 16" O.G. DRAWING TITLE: PROPOSED STRUCTURAL PLAN PAGE: FROFOSED SECOND FLOOR STRUOTURAL PLAN �. 0 0 SCALE: 1/4" = 1'-0" DATE: 06/29/22 14 OF 16 lD r , /yam J e f'9 •l ` 0 T= N 0ENER L 5),"'�/B0L <EY : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - WOOD FRAME (L.O. STL. Q WHEN APPLICABLE) EXISTING TO REMAIN I 0 NEW WOOD FRAME 6-6. NEW FOUNDATION WALL �( ? W 5TL. WHEN APPLICABLE) cc Cy) Q / NEW I-HR FIRE RATED D MIN. (2) 2"x4 STRUCTURAL N WOOD FRAME (L.O. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUCTURAL �_ O P05T FOR (9" WALLS), U.O.N. �- _ 7 O O I � NEW 2-HR FIRE RATS=D :4-j } C9 -'s WOOD FRAME (L.G. 5TL. L- O Z O WHEN APPLICABLE) d •O c: N O O :- C4 j-- p 4 .— -E-i N ci3 Q � � o 4-j U �- 4-J m — — DBL. P05T -- — — — — — — — -- -- - - - -- -- — �" U I i I L � I O X ii I I I R.R®216"xl0" f I I _ _ NEW "x x ! R.R. @ w- O.G. NEW_"X_" RIDGE NEW 2_"xlO" I j R.R. ® I6" O.G. %li rn DBL. POST Vi I I I I DBL. POST DBL. POST � NEW 2'XI2 RIDGE— _ _ — I I I I I I I NEW 2_"xlo" I N DBL. POST I � i OU V - - 1 w j I I o PROJECT: NEW 2_", G Oo" N 0 RTH FORK R.R. ® I6" O. . ESTATES - LOT 4 i � I DBL. POST _ GRIFFING STREET lu I a I I CUTCHOGUE, NY 11935 � rn DRAWING TITLE:NEN _ z R.R. ® 16" O.G. o i_ PROPOSED STRUCTURAL PLAN PAGE: or ()A I IN FROPOSE17) ROOF FRAMINO PLAN M00% 50ALE: 1/4" = P—O" DATE: 06/29/22 15 OF 16 :.A o �1 C'o�n3�Q drew i Q 0 w w cc J (y) �-- - c' O N �� — r O r v 4" FRESH AIR VENT O C Z O `THROUGH ROOF O -_ - _ a �C6 O I O .� (V - I 4-1 Lo AIR I O c\jO CZ HANDLER I Q r MASTER BATH 2" L G O __ ------------------------------- 2" -__-- -i------ ___ __ -I--------T--- - LAUNDRY I FULL BATH I --- - - - j I j I I I MASTER BATH LAUNDRY FULL BATH I W a I I I I I I I I W O 1 1 1 I 1 ( I I I I 1 I L O 2 1 I I 1 I I 2 1 2 1 2�1 I AL-L PLUMBING WORK 1 21 21 1 Q I 1 ( I I I 1 I PROVIDE "ABESGO FP200 FR I SHALL CONFORM TO z0 I7,� i221 12" I 1 1 EXPANDING FOAM" (OR EQUAL) I q4 Q4 I I LOCAL PLUMBING CODE V I ( ! 1 I 1 AT ALL PENETRATIONS IN FIRE I I I "��w1 I RATED WALL5 AND (� I I I i I I WF FLOORS/CEILINGS. PRODUCT 44 QQ I I I I I U I I- I- 1 1SHOWER 2 I (SHOWER I- I- I ASTM E 84,AND U, CONFORMS TO L 147q 14 v v 1 j� 1 j3' 1 O� I p<1 I �� qa 1 IK 1 v LEGEND I TUB WASHER W.G. I :v X 1 :vI !� zl !� 21 1 UI I I �v - — - G o m I cv 1 cv 1- �� SHOWER - cv IU - In - In m I f ------I H OT G.O. r 3 2 2 I 2 " (1 I n I NI NJ cV 1 I n1 ',I :Q iV I :�_ \ SUPPLY t --- - -- - - \�-! --\LI --\Llry---NB-�lry ---- WASHER \L----\�-Iry- 5H®-ER __\I - 1 T 2 ..I L.__._�_. -. T_.._. J.._.._.._. _. _L_..-.._. _. _. _. _. _.._. _. _. _.i_.._.._..�.._.._.._.._.._.._..C.._. ..-l._.._. _..J _ SUPPLY ,-- ------ ----)--------)---I -------T---� NOTE: I I I 1 ALL PLUMBING WORK �,!I I KITCHEN I FULL BATH I I HALF BATH I I SHALL CONFORM TO KITCHEN FULL BATH HALF BATH it I PROVIDE "ABE5CO FF200 FR ( wi I i LOCAL PLUMBING GORE I EXPANDING FOAM" (OR EQUAL) `) 2 I AT ALL PENETRATIONS IN FIRE O 12" I "I „1 2 I 1 RATED WALLS AND IL 1 1 I 2 I I 2" 1 I GLEAN OUT IL 1 1211 I 3 AS REQ'D O FLOORS/CEILINGS. PRODUCT I I -1 � � CONFORMS TO ASTM E 814, S I I 1 i i I A5TM E a4,AND UL 14�q PROVIDE F.A.I. I v Qa I I� X I I I W Iv N zj I� aI :Q W.G. �'10 ! I .0 W.G. I cl --- 2 _.._.._.._.._..II_.._.._.._.._ .T1 O. SHOWER L L----L-----------=---------1 _�--.-.---_-- 4t4" HOUSE MAIN DRAIN 4" III -- II , TO STREET �u TO SEPTIC j SYSTEM i j JKATER MAIN Ul z ...... ! Q I WALL HUNG WALL HUNG •- -..-..HOT WATER [A I BOILER HEATER N i Q -' - - - - - ---- - --- - -- ---- - - -— - AIR HANDLER FL.UME3 1NC RISER - 17RA I N / NASTE / VENT SCALE: NTS FLUMa I N O RISER - G UFFL N/ SCALE: NTS z W 0 U O — Q k Q _---_ PROJECT: NORTH FORK ESTATES - LOT 4 NOTE: a, LAUNDRY ALL PLUMBING 3 O FUEL GA5 WORK SHALL CONFORM TO LOCAL PLUMBING CODE a GRIFFING STREET O FUEL GA5 CUTCHOGUE, NY 11935 V w N PIPING PENETRATIONS: PRYER N I. PROVIDE "ABE500 FP200 FR DRAWING TITLE: - EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. PLUMBING RISER DIAGRAMS j 2.PRODUCT CONFORMS TO A57M E a14, ASTM E e,4, AND UL 14-71 GAS RISER DIAGRAM KITCHEN LIVING ROOM i � � l O GA5 FIREPLACE IL r ------- PAGE: IL opil J-0 RANGE VERIFY SIZE VENT w/MANU. 0 0 I Lo REGULATOR -- GA5 SUPPLY - DATE: 06/29/22 16 OF 16 TO GAS MAIN Z WALL HUNG WALL HUNG HOT WATER BOILER ®�' G',��, QHEATER Ir K� •i n i C" OAS RISER - SUFFL%r 0,p �� SCALE: NTS 7 3 -- Roacy SITE PLAN HATCH KEY: PROPOSED BUILDING v Q II ® PROPOSED WOOD DECK/PORCH Q PROPOSED 2ND STORY uj 1I cc LO Ft _ L a DWELLING w/ WELL 8 .Co CESSPOOL OVER 150' FROM C N SUBJECT PROPERTY LINES p O 557°50'10" ` — — EL=50.5' `c,�, ,/ ' `� N C6 u? 7EL=:2-11 _ _ Y. ' ii •. ,,' > \ PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA . "ate`• 4 d GENERAL NOTES �� ,& • `- 5UBJEGT FROPERTY z C\ .�, w:> ,.4. t :r ,:r t„ ;. \ R .a\� ENERGY TABLE 4 EXIST. / jam, »' « ;, ,� „`r: »,a' . w w '' �' �J v WELL ° =mow STRUCTURAL DESIGN CHARTS 4 's"" `i ,' .��; �" .'`mot, s�e `+� „� ��♦', .r= �`':. ;. .y, '"ti ti, N.I"' ,j'" "t^V .'�,v "t a r ... t �,* r x .�•' r ✓ - ; } A., \ ' "� e U • HOLDOWN, ANCHOR BOLT, ,, �► a _` ' $, �✓ w.:*"Y a *, STRAPPING, & NAILING DETAILS 4--� STRAPPN a;�♦ ,('//(� `l� FASTENING SCHEDULE5 to — `� r ' f r ` .. ; "` : ; `"° + C-7—OO�.00 FRAMING GRAPHICS — 50 REAR YARD sETaA�c I �+ � f qr #�`"a� _ j.. r_ +�., ,� BEAM CONNECTION PATTERNS U _ .' .� . : °� VIC FIREBLOCKING DETAILS EL-50.0 v rr - . ✓ ✓ ... cF`" /r t Z \ y .y " ,Y �y J' 1' 'z 'z* .its ''r s M i!R'w r'. _ •"'4.r`•., ° '*: (Y"'/`• { • ,m� �� f,5 `*,,'i' �F }•4� Q F :°.R«w Yam` M ryi R, a ,, — ® .® � PROPOSED FOUNDATION PLAN I •, .:1 ,,`'. °, ,a4 y fY i • - ^L ` yp7 V/ "�' '" x^.�"'• t �. "y i +4"� 'S'r s'` R�«•"*"'br'f" '}p' 'C/// '°�i`" •1's�,alFh'+�� '! IN A- 10.2 . 1 PROPOSED FIRST FLOOR PLAN \ I f) LOCATION MAP SCALE: NT5 z v z HAY BALES AND/OR SLIT FENCING A- 105.00 PROPOSED SECOND FLOOR PLAN idv LLI LU 0 z v it v I I - PROPOSED 2 STORY WOOD FRAME S I NO LE—EAM 1 L1' DWELL I NO -20 •0 PROPOSED EXTERIOR ELEVATIONS IL V I F- T9GKPILE STORAGE )� _J — "ROPOSED COVERED PORCH 6� Ln 0 o I - =ROPOSED REAR WOOD DEr_X \ Q - =ROPOSED ASPHALT DRIVEWAY A-202 .0 I PROPOSED EXTERIOR ELEVATIONS c O\� \ \. N PROP. \:\ w' O \\ �I I EX15T. CESSPOOL O WOOD\DECK _ N11 _ DATA : tr 1 I �\\\� � � ��\"•� � 1 �PROP� , Q I ( �c—�0� f00 BUILDING SECTIONS � O I r MIN Lu \ / PROJECT / ZONING DATA N \ , � z I TAX MP # 1000-102-OS- i.10Q ,LA-40I .00 DESIGN DETAILS z a PROP. 2-STORY ND. 21 O' ZONING DISTRICT HB NG ' FRAME DWELLING w/ 0 BASEMENT GARAGE I LOT AREA 0.5 ACRES 0 1 5.0 (5 BEDROOMS) FEMA FLOOD ZONE X o � PROPOSED STRUCTURAL PLANS � 6?' GARAGE SLAB EL.=2g.7' N __ �� SUFFOLK COUNTY HD APPROVAL R-22-O�i81T 6 � o MIN. /PROP\�I 10, O j I I Q c i M.N. MIN. ►n 21 O' I I HABITABLE SPACE PROPOSED S— L,20.-711 O2 .00 PROPOSED STRUCTURAL PLANS � 15.8 1 1 I ( BASEMENT AREA O S.F. PROP. I I PROJECT: I /� \COVERED, PROPOSED ( 1 FIRST FLOOR AREA 1,407 S.F. 16.2 PORCH \ . TEMPORARY tu NORTH FORK wASHOUTE I SECOND FLOOR AREA 1,575 S.F. �— ( ®�•0® PROPOSED STRUCTURAL PLANS 40, FRONT I O AREA 1 z, ESTATES - LOT 4 \ _ YARD S=TBAr,< I z _ 1 I TOTAL BEDROOM COUNT 5 _vl O j� q�—)w i z 1 �� I D_ Z v < I v 1 LOT GO'�ERAOE Q I� o� Q Q wi S— O� .00 PROPOSED STRUCTURAL PLANS GRIPPING STREET 1� Z u, O 1 p1 DESCRIPTION (FOOTPRINT) AREA LOT CUTCHOGUE, NY 11935 O I d u pl I I COVERAGE OLLJ O w ( 81 TOTAL LOT AREA 22,444.0 S.F. ® i OL �i U_1 _ DRAWING TITLE: o 1 0 •0O DWV/ WATER SUPPLY RISER PROJECT LOCATION & SCOPE O I PROPOSED HOUSE d GARAGE 2,008.0 S.F. 8.g90 O IIL 10, PROP. 1 0-1 cV PROPOSED COVERED PORCH g5.0 S.F. 0.490 GAS RISER Ln MIN. D.N. i o- 1 I U) SITE PLAN & ZONING DATA I i 1 1 ° PROPOSED WOOD DECK 500.0 S.F. 1.590 M I \1 1 ICq z �\ I �z 1 1 I N TOTAL AREA OF ALL STRUCTURES 2405.0 S.F. 10.7% � in — (n 467.52' EL=2�1.5' 0 9 9 1 EL=2q.g' EXIST. **MAXIMUM LOT COVERAGE ALLOWED - 209b �! I — — — — — — — — — wELL — PAGE: PROP. NSg°58'20"w PROP. PROF. gq.68' REOU I RED SETBACKS - MAIN BUILDING STREET STREET I PROPOSED STREET TREE I ASPHALT TREE G-00 0 :1 TREE I DRIVEWAY REQUIREDLf-p-07 OSED COMPLIES Im I GONG. WALK TRENCH DRAIN FRONT YARD 40.0' 50.0' YES I DATE: 02/20/25 1 OF 16_ SIDE YARD 15.0' I6.6' YES GONG. CURB 1 BOTH SIDE YARDS 55.0' 38.5' YES I SITE LAYOUT NOTES: REAR "ARD 50.0' 12g.2' YES I R I F F I N (j I. THI5 15 AN ARCHITECTS SITE PLAN 4 IS I S T R T SUBJECT TO VERIFICATION BY A LICENSED f SURVEYOR. THE INFORMATIONREPRESENTED ON THIS SITE PLAN 15 TO THE �� 4 AR0H17E07'5 BEST OF KNOWLEDGE. PROP. WATER MAIN ® STREET I ------------------__.--___ —J_ 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED MARCH 5, 2022 7[k\H L ul 1 EDGE OF PAVEMENT MORICH AND PREPARED BY: EGO LAND SURVEYING PG. 500 MONTAUK HIGHWAY MORIGHES, NY II15155 '.•,.r�'• • ' ' '" ,� �} SITE FLAN (631) 878-0120 SCALE: 1" = 15'-0" 0ENE ,AL S*Nr��50L +c � _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT d ii WOOD FRAME (L.6. 5TL. Q EX15TINO TO REMAIN WHEN APPLICABLE) O Lu �-� NEW WOOD FRAME'. (L.&. NEW FOUNDATION WALL J coF-� 5TL. WHEN APPLICABLE) ('7 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL (V WOOD FRAME (L.G-. STL. IDP05T FOR 4 WALLS WHEN APPLICABLE') (MIN. (2) 2"x6" STRUCTURAL O ? O POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED i WOOD FRAME (L.6. 5TL. WHEN APPLICABLE'.) CL Z O C N O O :t �q FOUNDATION PLAN NOTES -J -J Lo OTYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: NEW MECH. ROOM: • (2) 2"xb" P.T. SILL PLATES w/COFFER TERMITE SHIELD 14 1. RELOCATE EXIST. 6A5 BOILER 4 OAS WATER Q d SILL SEAL HEATER TO THIS LOCATION • ANCHOR BOLTS AS PER PAGE 6-005 2.INSTALL AS PER MANU. SPEC.'s 10 • P. GONG. FOUND. WALL AS PER DETAIL UPON 3.F.A.I. THROUGH WALL - T - /� • F. GONG. FOOTING AS PER DETAIL 4.FLUE THROUGH NO. FR. CHASE THROUGH ROOF -_,. - - - -_ - = _ _ - - �. - W • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF r • B.O. FOOTING V-O" BELOW GRADE MIN. MECHANICAL UNITS AS PER NY5 MG 306.1 • 1/2" EXFAN51ON JOINT® PERIMETER OF SLAB (WHEN 6.MAINTAIN ALL APPLICABLE VENTING APPLICABLE) CLEARANCES REQUIRED PER NY5 MG 804. '0.: '0` ® ;®' ,®, • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / -T. DISCONNECT, REROUTE, d RECONNECT STOOPS (WHEN APPLICABLE) EQUIPMENT TO EXISTING PIPING AS REO D I �)I �J • MA50N TO ACCOUNT FOR FINI£iH STONE ON THIN SET q q q q q FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) TYPICAL MECHANICAL ROOM NOTES: I a v I'I r , I. FOR PC. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY - 4 V "DUROCK" (OR EQUAL) 0 I Q I n OHOLDOWN: 2. FOR WD. FR. 0L6. AND/OR WALLS - PROVIDE (1) w HOLDOWN 'D' AS PER PAGE 6-003 LAYER OF 5/8" TYPE "X" GYP. BD. UL U305 (OMIT ON " I,� W 3. WHEN NEWL INSTALL FURNAGE/BOILER AS PER MANU. 4-J O BEAM POCKET (TYP.) 4. SPEC.'s AND A5 PER NY5 MECH. AND FUEL 6AS CODE . WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT 1 IT CONFORMS TO NY5 MECH. AND FUEL 6AS CODE TYP, STL. COL.: 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE - - - j FRESH AIR INTAKE FROM EXTERIOR O SEE NOTED DETAIL AS PER PLAN 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL ; O O O O O EMERGENCY SHUT OFF SWITCH FREEZE PROOF HOSE BIB: 7. FOR OAS SERVICE, PROVIDE OAS SHUT OFF SWITCH , O5 FASTENED W MASONRY ANCHORS (PRECISE 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 1.I Q •//1 LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) CLEARANCES AS PER CODE q. PROVIDE 3" FLOOR DRAIN 4 CONNECT TO EXISTING 18"xl8"xl2" DEEP P. GONG. PAD FOOTING SANITARY SYSTEM AS PER NY5 PLUMBING CODE I ljJ O � •.� • 'Il AS PER NOTED DETAIL (TYP) Q OELECTRICAL METER: I 15 INSTALL NEW ELEC. METER AS PER NY5 MECH. cV OI6"x&" DEEP P. GONG. CONTINUOUSi FOOTING CODE, d UTILITY CO. STANDARDS AS PER NOTED DETAIL (TYP) I`•' ELECTRICAL PANEL: NEW REINFORCED P. GONG. 51-AB I6 NEW ELECTRICAL PANEL LOCATION;ALL l�8 I. NEW 4" THK. P. GONG. SLAB V#6"x6" b"-10/IO W.W.M. UPON INSTALLATION AS PER NYS ELECTRICAL CODE rl 2. 4" (MIN) GRAVEL BASE UPON S. 6 MIL POLY VAPOR BARRIER PROVIDE NEW WALL-HUNG OAS COMBINATION _ 1*7 BOILER: 8 I. BY "NAVIEN" MODEL #NCB-240ER O APPROVED EQUAL II OFOUND 8 POSTS FOR HD. DEC<: ` q l^ID. P.T. POST b P. GONG. PIER UPON FOOTING AS PER 2•MAX OAS INPUT: Igq,g00 BTu/HR;CONNECT TO NEW D E G K DETAIL (TYP) PROPANE TANK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -•- - - FOR WOOD STAIRS ® GRADE_ PROVIDE NEW WALL-HUNG HOT WATER STORAGE l0 4" THK. P. GONG. PAD 8" WIDE x IZEQ'D LENGTH UPON IS TANK; INSTALL AS PER MANUFACT. 5PE05 6" 6RAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® MAX OAS INPUT: Igq,g00 BTU/HR; CONNECT TO NEW '► 1 MAX. 16" O.G., U.O.N. (MIN. 3 STRINGERS) PROPANE TANK TYPICAL LEDGER BOARD ® EXT. DECK: PROVIDE (2) NEW 5 TON HYDRONIC AIR HANDLER: II I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS Iq I. UNITS BY "CARRIER" OR APPROVED EQUAL PA-401 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL. LAG BOLTS 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1";UNIT - Y ® I6" O.G. LOCATED IN BASEMENT. SEC. FLOOR "ZONE 21.;UNIT 8 4 ww 3. INSTALL H.D. CALV. J015T HAN6ER5 BY 'SIMP5OW (OR LOCATED IN ATTIC. GONG. PADS cl EOUAL) 3.PROVIDE HOT WATER COIL AND CONNECT HOT WATER 2-O FOR A/C cl 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 FROM NEW BOILER TO NEW COIL. GpNp O BENT OVER TOP EDGE OF LEDGER ED. I E ?177 5. SEE NOTED DETAIL GRESS WINDOW WELL: GENERATOR PROVIDE NEWE6RE55 WINDOW WELL 4 COVER BY 4 4 4ROCKWELL;66 SERIES" 66"W.X-12"H. OR EQUIVALENT. -I FrIFIRE RATED DOOR: INSTALL AS PER MAN. SPECS. Q I dJ w52Xb .75 HR. SELF-CLOSING STEEL DR. O I ( 2 O O WINDOW NOTE: ( I - J L J L -1 -1 - - - - - - - - - - - - - - - - - - - - w STAIR 4 RAILING NOTE: 21 1. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN I 3 - 13 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI CASEMENT, DOUBLEHUN6, OR CLIDIN6 (AS NOTED); 1 RISERS00 2. 42" HI6,H 6UARDRAILL 4 5PIND$ INSTALL N E 5PAGIN6 5UB5TITUTIOS 5EE NOTE R MANU. ��N "6LA 5 WINDOWS 21 I -- I '' 1 "1 I w z NOT TO ALLOW PASSAGE OF A 4 N SPHERE; AND DOORS" ON PAGE 6-002 IF CASEMENT I r-Y V 2 illG 56" HIH HANDRAIL $ SPINDLE 5PACIN6 NOT WINDOWS - ALL CSMNT WNDWS SHALL HAVE U TO ALLOW PA5SA6E OF A 4" 0 SPHERE 5TRAI6HT ARM HINGE WHEN I I '' ( O 5.4. RAIF NGBTO BE RAIL AS PER GORE 2.TI DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE T HASH a � (I O I I U 3.ALL &LAZIN& WITHIN 15" OF FF TO BE TEMP. &L. A-401 I m ri 4.5EE PACE 6-003 FOR FRAMING ELEMENTS AROUND I I • ' 3 WINDOWS (TYP. FOR ALL) U.O.N. '• I b 6 6 A-4ol l!) EGRESS NOTE: ' I .� I 2 13 4 `} .•e I O IN COMPLIANCE WITH NEW YORK STATE BUILDING I 14'-3" (- CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF - - - - - EGRESS SHALL BE FOLLOWED: 1 I O O NET CLEAR OPENINO........... 5.1 S.F. - - - - - - - J J L - J m NET CLEAR HEIGHT............... 24" MINIMUM 2 (I6) RI AX 8" NEW Q I PROJECT: NET CLEAR WIDTH................. 20" MINIMUM I 1? (15) Tr IN. O" UE 8 - 3 4 I I A-401 I 7 I _ o Iq 15 I I6 14 _ I PROVIDE GLEAN 4 NORTH FORK MEGH. ROOM I BAGKFILL I ry 12 S.F. m COMPACT IN 6 I S ESTATES LOT 4 Ib BASEMENT m 6 4 1,2,5 S.P. 6 4 I I GRIFFING STREET U�INISHE SNPNAEGNDITIONED 1- 7 � F_ -1 3 I CUTCHOGUE, NY 11935 DOOR SCHEDULE O DOOR MATERIAL 3 11" L J L - J L -1 L - _J I I DRAWING TITLE: TAG DESCRIPTION MANUFACTURER FIRE Ne NOTES I PROPOSED FOUNDATION PLAN WIDTH HE16HT p 45 M NTI RATED I I 8 SELF-GLOSIN6 N I-I I-I A-301 I /- '7 1 - A-301 FIRST FLOOR 101 (2) FRONT DOORS THERMA-TRU 3'-O" 8'-O" �i FULL &LASS I I - - - - - - - - - L - - - - - - - - PAGE: m -O 5-OE -WE • a � 4 -5 � �12,102 (I) J LD N 3 O 8 O I I� y2UT DOWN FOR GARAGyGUT DOWN FOR 6ARA&E Oy2 O 7F ® � ® - - � '-6 '-O - - - - - - - - - -,.- 103 (4) INGLE-SWINC JELD- N P i 104 (I) DOUBLE-SHINS JELD-WEN 5'-0" 8'-0" •: 3 L - J L J I - - - - - - - - - - - 105 0) SINGLE-SWING JJJ JELD-WEN 2'-O" 8'-O" • I I u�$ II 2 o I I I DATE: 02/20/25 5 OF 16 106 (I) POCKET SECOND FLOOR I !4 1011 I 'I I q q I , I 201 (6) FSINGLE-SWINC9 JELD-WEN 2'-6" 8'-O" I�� I - - - - - IJ Yid 202 (4) DOUBLE-SHINS �E " 8 JELD-WEN 4'-0 '-O" • 2 2 L = - _ J . 000 -$ $ 2050) SINGLE-SWINC3 JELD-HEN 2'-10" 8'-O" E` 7F15 8'-O" I6'-2" '-10" 21'-O" (I I C�� 204 (2) 51NGLE-SWINC3 JELD-WEN 2'-O" 8'-O" • 4- 205 (07F SINGLE-SWINC9 "JELD-WEN I'-6" 8'-O 171==� �•.'��• �~ `�� BASEMENT --IF =_O- � 1: �� 0 S.F. HAE317AELE SFAGE' 152-7 S.F. GROSS AREA SCALE: I/4" = I'-O" 001 (1) SINGLE-SWINC3 JELD-WEN 8-O JE-1 I � _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 11 ,, WOOD FRAME (L.5. STL. Q WHEN APPL I GABLE) EXISTING TO REMAIN Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J m 5TL. WHEN APPLICABLE) M NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL �; E cv WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLS ul WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O ? O POST FOR 6" WALLS), U.O.N. a_3 P 32 0'-T' _ NEW 2-HR FIRE RATED C9 WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) 40'-0" n- �co `1 I c :3 N 12'-0" 4'-bY2" 5'-3y2" Iq'-o" 0 0 ''-' c0 FLOOR PLAN NOTES 4'_4y2PP 12'-3" 4,_4y2„ cV � -0 O �' r- DOOR NOTE: NEW LAUNDRY ROOM: Q Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O8 I. NEW WASH /DRY HOOK UP PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM E DOOR DIM.'s z 2,INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON Q -dJ 44 PLANS BY 'THERMATRU' (OR EQUAL). w/SIZE OF EQUIP. X * T 3.PROVIDE HOOK UPS AS REO'S PER MANU. lu N 4 5.DOOR TYPE TO SELECT z 4,PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5.INSTALL AS PER MANU SPEC.'S DRYER EXHAUST NOTE: Q 6.PROVIDE (2) 2"xa" HDR., U.O.N. I. DUCT SHALL TERMINATE TO EXTERIOR dJ 9. SEE PACE 6-005 FOR ALL OTHER FRAMING 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. OPENIN65 STAIR $ RAILING NOTE. 5.DUCT 51ZE AS PER MANU. O I. ALL NEW STAIRS SHALL HAVE MAX. 5" RI t 4.DUCT SHALL BE EQUIPPED W A BAGKDRAFT DAMPER MIN. 10" Tr - R15ER5 SHALL BE: CLOSED S. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN �` b'-O" SI'-q" � 1 2, 42 HIGH GUARDRAIL 4 SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO I v NOT To ALLOW PA55A6E OF A 4 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 56" H16H HANDRAIL d 5PINDLE: SPACING NOT SHALL BE LIMITED TO SINGLE LE'NOTHS, NOT TO W TO ALLOW PA55A6E OF A 4" (P SPHERE EXCEED a FEET AND SHALL BE LISTED AND LABELED M 5. 6RIPPABLE RAIL AS PER GODS IN ACCORDANCE WITH UL 2155A. ..I.-J I 1 1 4. RAILING TO BE WOOD 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS SMOKE DETECTOR / GO DETECTOR NOTES: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ODUCTS SHALL NOT BE CONNECTED WITH 5HEET-METAL I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SCREWS ' ` SMOKE /CARBON MONOXIDE COMBINATION DETECTOR T MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER V HARD WIRED To EACH OTHER w/BATTERY BACKUP. LOCATION TO THE WALL OR ROOF TERMINATION. THE 2.INSTALL ALL AS PER MANU. SPEO.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0• / IN COMPLIANCE WITH LOCAL GORE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ry NOT INCLUDE THE TRANSITION DUCT. - (n WOOD DECK OWINDOW NOTE: I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN NEW EXHAUST FAN SHALL BE INSTALLED WHERE W CASEMENT, DOUBLEHUN6,OR 6L,IDIN6 (AS NOTED); q VENTILATION 15 NOT MET BY MEANS OF NATURAL Q INSTALL AS PER MANU. 5PEG.'S. FOR CIRCULATION THROUGH WINDOW5 OR DOORS To SUBSTITUTIONS,SEE NOTE #q IN PPGLA55 WINDOWS OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION AND DOORS" ON PAGE 6-002 IF CASEMENT 40Z5.5.2.5; INSTALL AS PER MANU. SPECS WINDOWS - ALL CSMNT WNDW5 SHALL HAVE 5TRAI6HT ARM HINGE WHEN NEW ATTIC AGGE55 - PULL DOWN STAIR: g1 4 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE 10 I. MIN. 550 # CAPACITY TILT WASH 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING(MIN. 5.ALL 61LAZIN6 WITHIN 15" OF FF TO BE TEMP. 6L. 4.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 5.- HR FIRE RATED WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A 4.DBL. FRAMING WHEN NEW OPENING ® 55,-Io" MINIMUM (2) 2""" HEADER U.O.N. 5. INSTALL A5 PER MANU. SPEG.'s '4' A I H 4 A EGRESS NOTE: 6.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 _ IN COMPLIANCE WITH NEW YORK STATE BUILDING *2 CODE,CODE,SECTION R510.2.1;THE FOLLOWIN6 MEANS OF NEW FLOOR: E6RE55 SHALL BE FOLLOWED: II I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE $ SCREW); - SCREW PERIMETER OF SHEATHING 4" O.G. $ 12" O.G. ® : m NET CLEAR OPENING........... 5.'I S.F. INTERIOR. 4 'n NET CLEAR HEIGHT............... 24" MINIMUM 2.NEW FINISHED FLOOR PER H.O. SELECTION +� NET CLEAR WIDTH................. 20" MINIMUM TYPICAL BATHROOM NOTE: FIRE RATING ATTACHED GARAGE 12 O I. WALL BOARD PROVIDE (1) LAYER OF J" TYPE "X" GYPSUM BOARD AT G 14 14 I.I. INSTALL M015TURE RESISTANT GYPSUM BOARD IN WALLS AND CEILINGS. 6 ALL BATHROOMS TAPE AND SPACKLE ALL SEAMS Q VENT Q 1.2. INSTALL CONCRETE BOA�'V IN ALL 5HOWER5 AND PROVIDE I HOUR FIRE RATED SEALANT AT ALL O TUB SURROUNDS PENETRATIONS " o 6A5 `t V O Q p KITCHEN 4x7 DINING ROOM LIVING ROOM O FIRE_ w 2. SHOWER FLOORS VENT 252 S.F. ISLAND 20q S.F. 2q2 S.F. p 2.1. NEW TILE FIN15H (H.O. TO 5ELEGT) UPON PLACE p 2.2. CONCRETE MUD-SET (SLOPE Ile)" PER FOOT 13 CONCRETE GARAGE APRON W 00 TOWARDS DRAIN) UPON • DOORS PROVIDE CONCRETE APRON IN FRONT OF G G ARAE �° II 2.5. WATER PROOF MEMBRANE TO COVER SHOWER a MAX I% INCLINE ON CONCRETE APRON Ib'-5" 3 FLOOR,WRAP DRAIN 4 A'1'LEAST Ib" UP WALLS . PROVIDE WIRE MESH IN APRON WITH #5 REBAR AT PROVIDE NEW OAS FIREPLACE UNIT. HOMEOWNER TO FRONT AND REAR OF APRON 4 4'-0" O SELECT. CONNECT AS PER MANUFACTURER SPECS; 0 _ 0 PROVIDE ALL NECESSARY VENTING THROUGH WALLS PROVIDE (2) NEW 5 TON A/C CONDENSERS: ';� 4 w TO EXTERIOR. 14 1. UNITS BY "RHEEM" OR APPROVED EQUAL G m - N 2.PROVIDE TONNAE FOR FIRST FLOOR "ZONE 1" d "ZONE th G z OFIRE RATED DOOR: 2" d SECOND FLOOR "ZONE 5" d; H w 59X6A ."15 HR. SELF-CLO51N6 STEEL DR. 5.INSTALL AS PER MANUFACTURER SPECS 4.INSTALL UPON CONCRETE PAD AS PER DETAIL V-4" r 4'-O" p w z 15 NEW 4"x5" ALUM. DOWNSPOUT (TYP) - 0 0 2 U REF. I6 GUTTER HIGH POINT (TYP.) 105 _ 2 GAR GARAGE T-O" 466 S.F. It �(16,' RI ® MAX. (15 Tr ® MIN. 10" U m p BATHROOM 2 �(5}� _ " 04 O J 0 0 4 cv A-4401 2 O Ln PANTRY m I I -1N Q N 54 S.F. - VENT p O NEW Q q 6-2 m (15)) s 0 = 12 - - - - PROJECT: 0 I- 5'-�" NORTH FORK VENT O q � � fV I I '� 4 I o S '" _ _ _ 8= - - I°4 I \ \ ESTATES - LOT 4 -5'-0" 3'-0 i 2a S.F. in I ATHROOM I 5 g 45 S.F. I II I I \ I \ I GRIFFING STREET N W UP I°3 I05 " ) R1� \ I \ A CUTCHOGUE NY 11935 0 DOOR 50HEDULE � in I-I l� m FOYER OPEN TO " A-301 cV SM o0 160.5 S.F. ABOVE ) '1 I _ 11 I r A-301 DOOR MATERIAL a o xq O GARAGE DOOR a-o xq O 6ARA6E DOOR DRAWING TITLE: m BEDROOM I I p - TAG DESCRIPTION MANUFACTURER o F1RE NOTES IaiS SF' I PROPOSED FIRST FLOOR PLAN RATING WIDTH HEIGHT F d45 MIN. RATED 8'-0" 3 � -�', - SELF-GLOVN6LA , Q FIRST FLOOR II 15'-5" 13 -7 101 101 (2) FRONT DOOtr'.5 I THERMA-TRU 3'-O" 8'-O" �� • FULL GLA55 PAGE: 102 0) SINGLE-SHINS II JELD-WEN IE 3'-0" �1 V-0"�� COVERED IEA-=102m0l.INGLE- HIN� ELD-WEN '- PORCH 105 (4) S.F. 104 (I) 77DOUBLE-SHIN I JELD-WEN 5'-O" 8'-O" 4 A 4 A 15-o _ ❑ DATE: 02/20/25 6 OF 16 105 (I) SINGLE-5WIN,5 I JELD-WEN 2'-O" V-O" " -IF- 106 (1) -IF- POCKET JELD-WEN V-6" 8'-O" • NATURAL LIGHT 8 VENTILATION _ 1111 (HABITABLE SPACE) 4'-oy2 8 4 oy2 SECOND FLOOR FLOOR AREA Iq'J S.F. g 201 (0)-]F 51NGLE-SHIN, JELD-WEN 2'-6" 8'-0" • I6-2 15-10 2I-o 9u REO. S.F. PROV. 202 (4) DOUBLE-SHIN I JELD-WEN 4'-O" b'-O" i LI6FiTIN6;MIN. b90 L_J 15.a S.F. 42.0 S.F. 4 OF FLOOR AREA t, '; - � � I� P' 205 N SINGLE-5WIN,5 I JELD-WEN E2'-10" 8'-O" I • �� VENTILATION;MIN. �q S.F. 21.05.F. �� 11Jl 14% OF FLOOR AREAr , 204 (2) SINGLE-SHINS I JELD-WEN E2'-O" 8'-O" �F � ' qt 205 (I) 51NGLE-SHIN(S I JELD-WEN I'-6" 8'-O" FROI- OJE� F I R5T FLOOR PLAT`t BASEMENT - 1,40-7 S.E. HA5ITA5LE SPACE; 1,88l S.F. OR055 AREA SCALE: 114" = 1'-0" 001 (I) 51NGLE-SWIN(S JELD 3'-O"-WEN b'-O" � ll��ll ELEVATION NOTES TYPICAL ROOFING: d (D I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS Iu 2. H.O. TO VERIFY FINAL COLOR b MATERIAL SELECTION W BEFORE INSTALLATION PROPOSED RIDGE HEIGHT W co J cy) IA ASPHALT SHINGLES, BLACK (VERIFY W/ H.OJ I IA 2 N OIB STANDING SEAM METAL ROOF, BLACK (VERIFY W/ I IA 2 O H.O.) _ O OPROVIDE CONGEALED FLASHING AT ALL ROOF L c Z INTERFACES. - - ------_ --- - --- - a0 , � 0 TYPICAL SIDING: 2 L) N O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM - - -- CONSTRUCTION STANDARDS O O 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION 12 \ - � O 4 � ! BEFORE INSTALLATION Q N ;u 3 3B Q O HARDIE CEMENT LAP SIDING, COLOR TO BE s SELECTED BY H.O. 3B 3B HARDIE CEMENT BOARD # BATTEN, COLOR TO BE SELECTED BY H.O. - _5 5 'S-3 OTYPICAL 5/4"x 4" 'AZEK' (OR EQ): - - - - — I. PROVIDE AT ALL WINDOW/DOORS 2. PROVIDE AT ALL CORNER E;O RD _ T .� TYPICAL 5/4"x 6" 'AZEK' (OR EQ.): � O I. PROVIDE AT ALL FRIEZE BOARDS 4 2. PROVIDE AT ALL SIDING BANDS - 4 5. PROVIDE AT ALL HEADER VIRAP5 4. PROVIDE AT SPECIFIED SOFFITS - -• �_F — O6 TYPICAL 5/4"x 8" 'AZEK' (OR EQ. : I IA 2 _ Q-iy a � - 4- I. PROVIDE AT ALL FA5GIA5 O _�-� O O O AI AI AI ■ OTYPICAL 5/4"x 12" 'AZEK' (OP: EQ. : PROPOSED SECOND FINISHED FLOOR I. PROVIDE AT ALL SOFFITS ELEV. +I1.5' r l V OS NEW WOOD FRAME STAIR - 5 5 -7-_- b - 4 NEW 8" 5TRUCT. PERMACA5T COLUMN; MODEL - Oq HB 4 0 FIBERGLASS PERMAGAST COLUMN RECESSED SQUARE _ El 00 00 � 0 o 4 17 El E] El 771EIDED - 07-171FI PROPOSED FIRST FINISHED FLOOR\` - - O - - E El El 7E:1 - [D 7E] 711 El - lol lol F.F. BASELINE - - - Da00 7=1 0 F711 El ELEV. +0.0' 8 SOUTH ELEVATION (FRONT) SCALE: 1/4" = 1'-0" Y c) w O O O 3 j u- O w N N Z_ w I IA 2 w Z � Q O U - U) _ — -- N O -- — _------- --- ---- -- N — PROPOSED RIDGE HE I IA 2IGHT 12 � ELEV. +21.3' ------ - - -- -- - - - - I IA 2 -- - - PROJECT: NORTH FORK ESTATES - LOT 4 - -- - 5 5 ® - - - - GRIFFING STREET -_ CUTCHOGUE, NY 11935 ? g. 6 5 "1 _4 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS - dJ N -1 rA 2 PROPOSED COVERED PORCH RIDGE HEI_5HT 12 +�+ w -ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING 8 5TRAPPIN5 DETAILS. ELEV. +12.01' 4 z **SEE DOOR SCHEDULE FOR ALL 5LA55 DOORS FROM SAME MANUFACTURER** =F.F. _ F_F. - PAGE: - WINDOW CHART EGRESS ® A-201. 01. 3 3 ROUGH OPENING WINDOW DIMENSION CLEAR 5 TAG TYPE MODEL # OPENING TEMPERED WIDTH REO'D: 20" - WIDTH Hr=irHT WIDTH HEIGHT HEIGHT REO'D:24" OPEN REOV: 5.1 S.F. 4 - DATE: 02/20/25 8 OF 16 A (1-7) 7F DOUBLE-HUNG 244DH3460 V-4" 6-0"_ 3'-3 5'-II (I WINDOW) I - 3 MULLED Al (2) 244VH54601-5--4116-O 2 - 2 MULLED A A z B (I) DOUBLE-HUNG F 244DH2O46 2'-0" 4'-6" I'-11 4'-5—T— (I WINDOW) BIN I - 2 MULLED 244DH2O46 2'-O" 4'-6" I'-I I 4'-5 G (2) DOUBLE-HUNG 244DH3046 3'-O" 4'-6" 2'-II �" 4'-5 BASE INE D (2) DOUBLE-HUNG 244DH3440 3'-4" 4'-0" 3'-3 " 5'-11 �" (I WINDOW) h.. E (2) FDOUBLE-HUNO 1 244DH3040 3'-O" 4'-D" 2'-I I 3'-11 SCALE: I/4" = I'-O" F (1) PICTURE J 244FX6O40 1-61-o" 4'-0" 5'-I I 3'-I I (I WINDOW) : OF 1c; G (2) PICTURE �I 244FX5050 3'-O" 3'-O" 2'-II " H (1) SLIDER NLNLOVI:2 80 II'-a IF V-0" II'-ci" '7'-11 �" IF i i i I I ELEVATION N0,TE5 (D TYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR $ MATERIAL SELECTION BEFORE INSTALLATION W W N J cy) IA ASPHALT 5HINOLE5, BLACK (VERIFY W/ H.0) Q +� I IA 2 w .c: N O5TANDINO SEAM METAL ROOT°, BLACK (VERIFY W/ _PROPOSED RIDGE HEIGHT — O IB H.O.) ELEV. +30.1' ------ — -p O O2 PROVIDE CONGEALED FLA5HING AT ALL ROOF — - 12 .p Z 0 INTERFACES. a .CL cz U TYPICAL SIDING: _ _ O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM F, CONSTRUCTION STANDARDS O 0t C9 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION � � 0 4 BEFORE INSTALLATION c N cu I IA 2 Q 0 0 HARDIE CEMENT LAP 51DING, COLOR TO BE SELECTED BY H.O. SB HARDIE CEMENT BOARD $ BATTEN, COLOR TO BE SELECTED BY H.O. W 5 — O TYPICAL 5/4"x 4" 'AZEK' (OR EQ. :4 1. PROVIDE AT ALL WINDOW/DOOR5 2. PROVIDE AT ALL CORNER BOARDS TYPICAL 5/4"x 6" 'AZEK' (OR EQ): 4 (�5 I. PROVIDE AT ALL FRIEZE BOARDS r 1 2. PROVIDE AT ALL 51DIN5 BAI'05 v 5. PROVIDE AT ALL HEADER WRAPS 4. PROVIDE AT SPECIFIED SOFFITS —QUI�j- W 6 O TYPICAL 5/4"x 8" 'AZEK' (OR EQ. : ----�--- �I. PROVIDE AT ALL FA50IA5 O IA O dJ AI AI • 'TEMP ■ O TYPICAL 5/ IOR EQ. : *z$ PROVIDE1. AT ALL SOFFIT - - — OS NEW WOOD FRAME 5TAIR - 4 NEW 8" 5TRUGT. PERMAGA5T COLUMN; MODEL Oq HB46 FIBERGLASS PERMAGA57 COLUMN - V RECE55ED SQUARE Wn 1 — � Q N� B6 BI O � � O O O H —F.F. F.F. 8 NORTH ELEVATION (REAR) SCALE: 1/4" = I'-O" Y C) w 0 0 O O 3 LL O w N N w --- ------- - z cs'- - - w Z Q - - __- -- - --- ---_ ------- -- -- O U >>U -- - — N O ui N Q N - — — � — PROJECT: - NORTH FORK - - ESTATES - LOT 4 GRIPPING STREET CUTCHOGUE, NY 11935 TEMP. — _ — o N DRAWING TITLE: FIROP05ED RIDGE HEIGHT ELEV. PROPOSED EXTERIOR ELEVATIONS +14.4' O�~— -L IA 2 __-- A � A z A F.F. — F.F. F.F.- ALL NEW WINDOWS 5HALL BE ANDERSEN; IN5TALL A5 PER MANU. 5PEG.'5. 5EE PAGE "6-003" FOR NAILING 8 5TRAPPINO DETAILS. _ **5EE DOOR SCHEDULE FOR ALL 5LA55 DOORS FROM SAME MANUFACTURER** 5 4 PAGE: WINDOW CHART '7 — EGRE55 A-202m01 ROUGH OPENING WINDOW DIMEN51ON CLEAR —_ TA5 TYPE MODEL # OPENING TEMPERED -- -, WIDTH REa D: 20" B WIDTH HEIGHT WIDTH HEIGHT 16HT REOV:24" 4 G c — OPEN REaD: 5.'T s.F. — �• DATE: 02/20/25 9 OF 16 1 —4 A (17) DOUBLE-HUNG J 244DH3460 3'-4" 6'-O" 5'-3 5'-I I (I WINDOW) — Al (2) 2 - 2 MULLEDMULLED ] 244DH5460 5'-4" 6'-0 " 3'-3 l B (1) --IFDOUBLE-HUNO 1 244DH2O4(o Z-0"7� 4'-6" I'-11 1[74'-5 (I WINDOW) — — — — l BI (I) I - 2 MULLED 1 244DH2O46 2-O 4-6 I-11 4-5J AN ,� -c --� ��° > BA 5 LINE I �.(' - .�,� G 2 DOUBLE-HUN5 244DH5046 3'-O" 4'-6" V-11 4'-5 l NEST ELEVATION (LEFT 511E) D (2) DOUBLE-HUNG 1 244DH3440 IF 5'-4" 4'-0" 5'-3 3'-11 (I WINDOW) � j'! E (2) DOUBLE-HUNG 244DH5040 3'-D" 4'-O" 2'-11 3'-11 t it ar �: SCALE: I/4" = I'-O" t F (I) 71 PICTURE 244FX6040 6'-O" 4'-0" 5'-11 3'-IIJ op t4 (I WINDOW) -iE -IF- G (2) PICTURE 244FX3030 3'-O" 3'-O" V-11 2'-11 j H (1) 5LIDER J NLGD142080 iI'--vI J" J i I (5E I `4ERAL 5 I �50L < I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT d WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) W EXISTING TO REMAIN NEW WOOD FRAME (1-5. NEW FOUNDATION WALL J STL. WHEN APPLICABLE) Ca C'7 NEW I-HR FIRE RATE:? ® MIN. (2) 2"x4" STRUCTURAL 'E (� WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS Lo = m WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALLS), U.D.N. _ 7t5 0 NEW 2-HR FIRE RATED i } r-- HOOD FRAME (L.G. °'STL. WHEN APPLICABLE) a0 O Z I .O CV 0 �-' i � + U-) Cu cc Q O O ( ( (2) 2"xIV P.T. HDR I I (2) 2"x12" P.T. HDR � ( I � Q� I I I I • L{ �� y —8'-0ll a 311 qll U "I_511 "I_5y2' •,I f /��\ I t 7�4 :Ll (2) 2"xl2" P.T. 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I m Q , X® I NORTH FORK BASEMENT i I ESTATES - LOT 4 (V 1,775 S.F. m l UNPINISHEDNNGONDITIONED SPACE F l L75°xa.5" LVL HDR -0— — — I I GRIFFING STREET L J L J 5 5 L J 8_,y2 L J -4 I CUTCHOGUE, NY 11935 4 I_I11�21I o o o o I I DRAWING TITLE: ° N N 1 —/ `� —� I PROPOSED STRUCTURAL PLAN 3: 0m Z ® II I — — — — — — — — — — — — — — — — — — — `� — : ) 55"A. " LVL�HDR� — - - - - - - - - - _ - - y — � i PAGE: 4'-1�2" AI_I�21I AI-Ijy2" ? S-1 01001 x � ci° ~� DATE: 02/20/25 12 OF 16 ® �® Q — — — — — — — — — — — — — — — — • (2) 2"xl0" P.T. HDR— — (2) 2"xl0" P.T. HDR — a gtiV ` y I (n FROFOSE17 FOUNr7)AT I ON STRUCTURAL PLAN SCALE: I/4" = I'-O" >. e