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Home My WebLink About49865-Z ��o�OS�FfUty Town of Southold 5/30/2024 a t,. P.O.Box 1179 y , 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45227 Date: 5/30/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3280 Wunneweta Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-11-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/25/2021 pursuant to which Building Permit No. 49865 dated 10/10/2023 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: reconstruction of existing single family dwelling(demolition as per Southold Town Code)with additions and alterations, including finished basement, front and rear decks and front and rear covered entries as applied for. The certificate is issued to Laddy,Stephen&Okin,Ellen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-2300 3/22/2024 ELECTRICAL CERTIFICATE NO. 49865 4/22/2024 PLUMBERS CERTIFICATION DATED 2/5/2024 Cupfhogue Eas umbing k Heating w tho ized nature �o�sufFoi,t�o TOWN OF SOUTHOLD BUILDING DEPARTMENT X TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49865 Date: 10/10/2023 Permission is hereby granted to: Laddy, Stephen 66 Kendrick Ln Dix Hill's, NY- 11746 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling with swimming pool addition as applied for per SCHD approval. (Replaces #46957) AMENDED 9/13123 to retain existing on-grade deck around legally existing in-ground swimming pool. Pool will remain an accessory structure. At premises located at: 3280 Wunneweta Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-11-30 Pursuant to application dated 3/25/2021 and approved by the Building Inspector. To expire on 4/10/2026. Fees: PERMIT RENEWAL $1,255.00 Total: $1,255.00 Building Inspector ��or�g11FFQ[��oGy TOWN OF SOUTHOLD BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT 1 (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46957 Date: 10/12/2021 `Permission is hereby granted to: Laddy, Stephen 66 Kendrick Ln Dix Hills, NY 11746 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling with swimming pool addition as applied for per SCHD approval. AMENDED 9113123 to retain existing on-grade deck around legally existing in-ground swimming pool. Pool will remain an accessory structure. At premises located at: 3280 Wunneweta Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-11-30 Pursuant to application dated 3/26/2021 and approved by the Building Inspector. To expire on 4/13/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION ' $2,460.00 CO-NEW DWELLING $50.00 Total: $2,510.00 Building Inspector SO(/T�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 11971-0959 Ol� sear.devlin(&-town.southold.ny.us om e BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Stephen Laddy Address: 3280 Wunneweta Rd city,Cutchogue st: NY zip: 11935 Building Permit#: 49865 Section: 111 Block: 11 Lot: 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: PKJ Electrical Corp License No: .60122ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 80 Ceiling Fixtures 18 Bath Exhaust Fan 6 Service 3 ph Hot Water 30A GFCI Recpt 17 Wall Fixtures 14 Smoke Detectors 5 Main Panel 150X2 A/C Condenser 3 Single Recpt Recessed Fixtures 106 CO Detectors Sub Panel A/C Blower 3 Range Recpt DoublE Ceiling Fan 5 Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors R Disconnect 4 Switches 71 4'LED 4 Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Freezer, Mini Fridge(2), Warming Drawer, Oven, DW(2), Micro, Gas Cooktop, Hood, W/D, Septic Disco, 150A Panel 30 Circuit/ 25 Used, 150A Panel 30 Circuit/28 Used, Notes: Central Vac, 115Arc(12), 120Arc(7), 120Combo(6) Two Story w/ Finished Basement Inspector Signature: Date: April 22, 2024 S. Devlin-Cert Electrical Compliance Form ��pF SObTyO: Town Hall Annex Telcphoac(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box.1179 G' Southold,NY 11971-0959 �p BLJII_DING DEPARTMEN (� T' E i f E n U E "` TOWN OF SOUT]EiOLD 1 F E B - 6 2024 CERT1(F1CAT1!2hi ToVV vi Of S oI I Date: S Building Permit No. Owner: (PI a print) Pluarlber:. ---�� (Please print) I certify that the solder used in the water supply system contains less than 2I10 of 1% lead. (PI tubers Signature) Sbvorn to befog rare this� r'' ) day ofF"f-1A 1/ 20 o CONNIE D.BUNCH Notary Public,State of New York No.0 1 BU61 85050 Qualified In Suffolk f•� C®onmissiorr Expires Aprill 14 14,2,Q:- `I Notary Public, ty o��OP SOUTyOI # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 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: Faw gsf X�-y 04 T Nge4 e�Z t- tL &al bze,-g Pa-prr 1/6S®S ro 66- [/�Sz13G6 b6,e4 I.v USdzp-* /Xsr d>o-yG �c�,r�f�dt;k.✓ G�e�si�i F.�,io,�rKEt� r�cr�- �'k iGlc.=�� C-,vrn� DATE 51 I3I2°zz- INSPECTOR , 157 �OFSOUTyo� -- # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: e DATE INSPECTOR � === r,,�►�� hO��OF SOUTh°� W 4 # # TOWN OF SOUTHOLD BUILDING DEPT. °`�courmN�' 631-765-1802 INSPECTION [ ]/FUNDATION 1ST [ ] ROUGH PLBG. UNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] E CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 9 kcx� ft) knx-k Rk, k- DATE 'Y�V INSPECTORFOMU /DOE so(/l TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPEC [ ] 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: G(XI�iRu.QJ Q�Ur� Nt�f DATE 0 INSPECTOR I_fqat SOUIy� # # TOWN. OF SOUTHOLD BUILDING D PT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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: R`'� c'oc� DATE 10 f INSPECTOR OF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 qoldo(p!r J [ ] FOUNDATION 1ST [ ] R H PLBG. [ ] FOUNDATION 2ND [ I ULATION/CnAULKINGg� [ ] FRAMING/STRAPPING [ FINAL 4�I [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ . ] CODE VIOLATIO p [ ] PRE C/O [ ] RENTAL MARKS: .."., .. L � Apr lo� - n lop ass 4, DATE I Y INSPECTOR ---— - OF SO(/l�o # * �TO "C OF SOUTHOLD BUILDIN . t4A �ourmN�'a� 631-765-1802 1 NSPECTI.ON [ ] 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: rlfmq_�r DATE 22 � INSPECTOR � yc�c '>-- t7TO-*i x3'I"_IUD +r � 4 ir 1/5 o > -' m o T o p Cn OD N �l - r a �Qc r�� aM fl'� r r� Y i,. 37_•� 2 ��-a IV R7 rm rD rf obi --i�� VSS O Z ........................................................... o N co M ,. ,.......g:..,,......................................... a w v` C A ,q r c a err Home Energy Rating Certificate Rating Date: 2024-05-07 Final Report Registry ID: 651529557 Ekotrope ID: dg3PP4g2 ' Index Score: Annual • Home: Your home's HERS score is a relative t / Wunnewata ' • . • 47 performance score.The lower the number, Cutchohue, NY 11935 the more energy efficient the home.To $11,344 learn more, visit www.hersindex.com "Relative to an average U.S.home Peconic Builders Your Home's Estimated Energy Use: This home meets or exceeds the Use [Wtul Annual Cost criteria of the following: Heating 3 7,1 $2,467 2020 New York ECCC Cooling 1.9 S130 2018International Energy Conservation Code Hot Water 3.3 $222 Lights Appliances 29.5 $1,961 Service Charges $144 Generation te.g.Solar; 0.0 SO Total: 71.9 $4,924 HERSIndex Home Feature Summary: Rating Completed by: Mo..en•r`y ".ome Type: Single family detached Model: Custom Energy Rater: Michael Catalano RESNET IQ: 0210214 EK--nr 140 Community: NIA Home, "° Conditioned Floor Area: 4,731 ftZ Rating Company: Green Guru LLC "O Number of Bedrooms: 6 12 Arbutus Court d10 6 31-398-6906 Home aereome 100 Primary Heating System: Air Source Heat Pump•Electric• 10.4 HSPF W Primary Cooling System: Air Source Heat Pump.Electric•18 SEER Rating Provider: RATERusa so Primary Water Heating: Residential Water Heater.Electric•3.75 Energy Factor PO BOX 1280 t0 House Tightness: 1561 CFM50 QA7 ACH501 855-273-7872 0o 50_6 Ventilation: 180 CFM•40 Watts•Exhaust Only 40 Duct Leakage to Outside: 12 CFM g 25Pa(0.35,r 100 ft2} 30 This tame Above Grade Walls: R-21 'f 20 Ceiling: Vaulted Roof,R-38 J`�/��C��i�` �`.1�� a Zero Energyto i0 Windoty Type: U-Value:0.29,SHGC:0.29 /rl ( i i Hnme Foundation Walls: R-1 t Michael Catalano,Certified Energy Rater Le"a"M Framed Floor: R-30 Digitally signed:5i9l24 at 7:03 AM • ♦ • reportThe Energy Rating 13isclosure for this home is availatAe from the Approved Rating Provider. This does not • or• IECC 2018 Performance Compliance Property Organization Inspection Status 3280 Wunnekvata Road Green Guru LLC 2024-05-07 Cutchohue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RESNET Registered Builder (Confirmed) 0210214.347D.3280WunnevwataRoad1 l Peconic Builders Annual Energy Cost Design IECC 2018 Performance As Designed Heating S 1,776 $1,716 Cooling $262 $233 Water Heating $187 $187 Mechanical Ventilation $55 $39 SubTotal-Used to determine compliance $2,281 $2,176 Lights&Appliances Wout Ventilation S 1,463 S 1,463 Onsite generation $0 S0 Total $3,743 $3,638 R405.3 Source Energy Exception:The proposed home uses 6.42 MBtu LESS source energy than the reference home. Requirements 1� R405.3 Performance-based compliance passes by 4.61:,; The proposed house meets the IECC 2018 Performance reference energy bill requirement by 5105.03,6.42 MBtu;. R402.4.1.2 Air Leakage Testing A;r sealing is 2.47 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. R402.5 Aiea-vweighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.29.The maximum allowed value is(No Limit". R402.5 A,ea-.•weighted averagefenest-ation U-Factor R404.1 Lighting Equipment At)east 90.00a of fixtures shall be high-efficacy lamps,currently 100.01a are high-efficacy. eR403.6.1 Mechanical Ventilation Efficacy R403.33 Duct Testing Q� Mandatory code requirements that are not checked Mandatory Checklist by EKotrope must be met. .018 IECC Mandatory Checklist must be checked as complete. IRC M1505.43 Mechan"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 compliance by 4.6%. 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.vith the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.if rating is Protected.I certify that the building design described herein is consistent with the building plans, specifications,and othe,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: III&IIaet t C'1c,la"?e Organization: Green Guru LLC Digitally signed: 5/9124 at 7:03 AM Ekotrope RATER-Version 4.1.1.3396 IECC 2018 Perfo,manc- --c carculated using Eko-rope RATER energy and code compliance algonthm. E,cotrope RATER is.=__ _--- _ -_-ERS Rating Tool.All results art based on data ente ed by Ekotrope asers. E*c"oe_ n-,s ail liability for the information shown on this sport. 3280 Wunnewata Road Cutchohue, NY 11935 Builder: Peconic Builders Model:Custom THIS HOME IS CERTIFIED TO MEET THE 2018 INTERNATIONAL • • • it i Building Features Ceiling Vaulted Roof,R-38 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside 12 CFM @ 25Pa(0.35/100 ft2) Foundation Walls R-11 Total Duct Leakage 180 CFM @ 2SPa (Post-Construction) Framed floor R-30 Heating Air Source Heat Pump•Electric•10.4 HSPF Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Source Heat Pump•Electric•18 SEER f Infiltration 1561 CFM50(2.47 ACH50) Water Heating Residential Water Heater•Electric•3.75 Energy Window U-Value 0.29,SHGC:0.29 Factor : As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has bean created in accordance with the requirements of Chapter 4 of the adopted I nternationat 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 outer 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: Atici<ael(,a(a z,-to Organization: Green Guru LLC Digitally signed: 5/9/24 at 7:03 AM Ekotrope RATER-Version 4.1.1.3396 ,016 tECC compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited PIERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the Information shown on this report. NewYork'ECCC 2020 Performance Compliance..-• Property Organization Inspection Status 3280 Wunnewata Road Green Guru LLC 2024-05-07 Cutchohue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RESNET Registered Builder (Confirmed) 0210214.347D.3280VJunnewataRoad1 I Peconic Builders Annual Energy Cost Design' New-York ECCC 2020 Performance As Designed Heating $1,807 $1,716 Cooling. $263 $233 Water-Heating $188 $187 Mechanical Ventilation $55 $39 SubTbtal-.Used to determine cornpliante $2,312 : $2,176 Lights&Appliances t�;•/out Ventilation 51,463 $1,463• Onsite generation $0 $0 Total $3,775 R405.3 Source Energy,Exception:,Tlle proposed home uses 8.35 MBtu LESS source energy than the reference home. Requirements .® R 705.3 ,Performance based compliance passes by 5955 The proposed house meets the New York ECCC 2020 Performance reference energy bill ' requirement by$13653-(8.35 h1Btu)• ® R402.4.1.2` Air Leakage Testing Air sealing is 2.47 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. 0402.5 Area r relghted'average.fenestration SHGC Area-weighted average-fenestration SHGC is 0.29.The maximum_allowed value is(No Limit]. ! R4025 Area-iveighted'average fenestration U-Factor `-L•rghtind.Equipmenh'' Atleast 90.0%of fixtures shall be high-efficacy lamps,currently I00.09c are high-efficacy._ ® R403.6.1 .Mechanical Ventilation Efficacy .•11403.3.3 DuctTesting' 01 f tandatory code requirements that are not checked .Mandatary Checklist Ne;vYo:k 2020 Mandatory Requirements must be checked as complete. by Ekotrope must be met. ®; k03.6 7i1;-chanical Ventilation Rate R405.2 Dud Insulation All ducts outside the.thermal envelope must be insulated to ai least R6.0. Design"exceeds requirements for New York ECCC.2020 Performance compliance by 5.9%., , Asa 3rd parry 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 1s consistent with the building-plans, specifications,and other calculations submitted with the permit application.if rating is Conirmc-d,I certify that the address referenced above has been inspectedftestEd 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: AlliclC'e(Cc,6c"6-cat6 • Organization: Green Guru LLC Digitally signed: 5/9/24 at 7:03 AM Ekotrope RATER-Version 4.1.1.3396 New York ECCC 2020 Performance compliance results calculated using Ekotrope WER's energy and code compfiiance algorithm,including appropriate amendments. E':otrope RATER is a RES,vET A'ccredited'HERS Rating Tool.All results ar based on data entered L-y Ekotrope users... . Ekotrope disclaim_ Sall liability for the information shown on':hisrepert ; ANN 3280 Wunnewata Ro a,'d F Cutchohue, NY 11935 Builder: Peconic Builders Model:Custom HOME,THIS i TO MEET THE NEWYORK2020 ENERGY CODE Building Features Ceiling Vaulted Roof,R-38 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside 12 CFM @ 25Pa(0.35/100 ft2) Foundation Wails R-11 Total Duct Leakage 180 CFM @ 25Pa (Post-Construction) Framed Floor R-30 Heating Air Source Heat Pump•Electric• 10.4 HSPF i Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Source Heat Pump•Electric• 18 SEER Infiltration 1561 CFM50(2.47 ACH50) Water Heating Residential Water Heater•Electric•3.75 Energy Window U-Value:0.29,SHGC:0.29 Factor Asa 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 certifythat 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 trill be verified as such by another party. Narne: Michael Catalano Signature: /�r([C�C.G(: l`fl�tLCCirtc Organization: Green Guru LLC Digitally signed: 5/9/24 at 7:03 AM Ekotrope RATER-Version 4.1.1.3396 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's 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 liabilityfor the Information shown on this report. i Ener:gy►,,Codd •1nspe'ctk)n'.Check1ist Property Organisation:'. Inspection Status 3280 Wunnewata Road Green Guru LLC 2024-05-07 Cutchohue;NY 11935 Michael Catalano Rater ID(RTIN):0210214 : Model:Custom RESNET Registered Builder (Confirmed) 021021`4.347D3280VLfunnewataRoadl 11.r, Peconic Builders General,Building Information Conditioned Area(sq ft) 4,731 . Conditioned Volume(cubic ft) 37,848 Insulated Shell Area(sq ft) 12,144.35 The buildirg energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features will change in the field from what has been:modeled.The inspection process should identify any changes and ensure that the home continues,to meet the applicable energy code: Slab. Name:Basement Slab(663 s.f.,1143 ft.exterior perimeter) R-0 perimeter insulation,R-O'under slab insulation. Framed,Floor" Name:First Floor Above Garage(2,089 s.f.) R-0 continuous insulation,R-30 cavity,insulation -Insulation Grade:I _ Nabie:First Floor Above Garage-Copy(973 s.f.) R=0 continuous insulation,R-30 cavity insulation Insulation Grade:I Foundation Wall " Name:FD1N-Main(Exterior Perimeter[ft]:36.9,Height Above Grade[ft]:1,Depth Below Grade[ft]:7) R-11 continuous insulation;R-0 cavity insulation insulation Grade:I Fully insulated(top to bottom) Above Grade Wall Name:AGW(3,242.8 s.f.) ; R-0.continuous insulation,0-21•cavity insulation Insulation Grade: Energy Code Inspection Checklist Property :Organization Inspection Status 3 280 Wu n newata Road Green Guru LLC 2024-05-07 Cutcholiue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RESNET Registered Builder (Confirmed) 0210214.347D.3280bUunnewataRoad11 Peconic Builders Name:AGW Garage(300 s.f.) R-0 continuous insulation,R-21 cavity insulation Insulation Grade:I Rim Joist El Name:Rim Joist First(231.1 s.f.) R:20.00 El Name:Band Joist Second(174.25 s.f) R: 19.00 Ceiling/Roof Name:Ceiling Vaulted(1 s.f) R-0 continuous insulation,R-38 cavity insulation Insulation Grade:I Name:Ceiling Vaulted(4,175 s.f.) R-0 continuous insulation,R-38 cavity insulation Insulation Grade:I Opaque Door Name:DI (24.6 s.f.) R:2.10 Name:D2(27.5 s.f.) R:2.10 Name:D3(27.5 s.f.) R:2.10 Glazing 0 Name:i P3035(10 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH 2 L1 Name:2 DHC3056(16.8 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH Energy Code Inspection Checklist Property Organization Inspection Status 3280 Wunnewata Road Green Guru LLC 2024-05-07 Cutchohue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RESNET Registered Builder (Confirmed) 0210214.347D.3280WunnewataRoadl 1 Peconic Builders El Name:3 EX(16.6 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH Name:4 DCH3056(16.8 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH Name:5 TW1832(5.4 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH Name:6 HP18610(10 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH Name:7 CMT2840(9.6 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH Name:8 EX(11.7 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:9 EX (11,7 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:10 P3035(10 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Fj Name:11 CPW(14.7 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:12 PW(15.3 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:13 PW(26.5 s.f,), U:0.290, SHGC:0.29, Orientation:SOUTH Name,14 PW(26.5 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:15 CMI(26.5 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:16 Cfv1T3028(7.8 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:17 Cfv1T3028 (7.8 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:18 CMT2428(5.8 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:19 P6035(19.7 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH 3 Energy Code Inspection Checklist Property Organization Inspection Status 3280 Wunnewata Road Green Guru LLC 2024-05-07 Cutchohue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RESNET Registered Builder (Confirmed) 0210214.347D.3280\='UunnevwtataRoad11 Peconic Builders Name:20 CMT3046(13.3 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:21 C1t1T3046 (13.3 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:22 CPW(26.5 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:23 PW(26.5 s.f), U:0.290, SHGC:0.29, Orientation:SOUTH El Name:24 EX(16.7 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:25 EX (16.7 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH El Name:26 EX (16.7 s.f), U:0.290, SHGC:0.29, Orientation:SOUTH Name:27 D1 Glass(14.4 s.f), U:0.290, SHGC:0.29, Orientation:SOUTH El Name:28 EX(16.7 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH El Narne:29 EX (16.7 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH Name:30 CMT3046(13.3 s.f.), U:0.290, SHGC:0.29, .Orientation:WEST Name:31 CMT3046 (13.3 s.f.), U:0.290, SHGC:0.29, Orientation:WEST Name:32 CMT2040(7.8 s.f), U:0.290, SHGC:0.29, Orientation:WEST Name:33 CiV1T3046(13.3 s.fa, U:0.290,' SHGC:0.29, Orientation:WEST Name:34 CMT3046 (13.3 s.f.), U:0.290, SHGC:0.29, Orientation:WEST Name:35 CMT2040(7.8 s.f.), U:0.290, SHGC:0.29, Orientation:WEST Name:36 CMT3046(13.3 s.f.), U:0.290, SHGC:0.29, Orientation:WEST 4 Energy Code Inspection Checklist Property Organization., Inspection Status 3280Wunnewata Road Green Guru LLC 2024-05-07 . Cutchohue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RESNET Registered Builder (Confirmed) 0210214.347D.3280VVunnewataRoadl 1 Peconic Builders Name:37 CIV1T3046 (13.3 s.f.), U:0.290, SHGC:0.29, Orientation:WEST Name:38 D2 FGP11610(51.3 s.Q, U:0.290, SHGC:0.29, Orientation:WEST Name:39TVV2032(7.2 s.f.), U:0.290, SHGC:0.29, Orientation:WEST Name:40 D3 FGP11610(51.3 s.f.), U:0.290, SHGC:0.29, Orientation:WEST Name:41 CPW(4.7 s.f.), U:0.290, SHGC:0.29, Orientation:WEST Skylight None Present Mechanical Ventilation Mechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing controls. System type:Exhaust Only,15 firs/day,40 Watts Mechanical Equipment E3 Water Heating•Electric•1009%Hot Water Load @'3.75 Energy Factor El Heat Pump 1 •Electric•50%Heating Load @ 10.4 HSPF,50%'Cooling Load @ 18 SEER El Heat Pump 2•Electric•500,6 Heating Load @ 10.6 HSPF,500,6 Cooling Load @ 18 SEER Air Leakage Control Test Status:Blower-door tested House is air-sealed as to achieve 1,561 CFM50(2.47 ACH50)or less at final blower-door test. 5 Energy Code Inspection Checklist Property Organization Inspection Status 3280 Wunnewata Road Green Guru LLC 2024-05-07 Cutchohue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RESNET Registered Builder (Confirmed) 0210214.347D.3280WunnewataRoadI1 Peconic Builders Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit forthe design home is 5 ACH50. Duct Leakage Duct System 1 All ducts and equipment within conditioned space Leakage to Outside specified as:12 CFM @ 2513a(0.35/100 ft`) Total Leakage specified as:180 CFM @ 2513a(Post-Construction) Duct System 2 NOT entirely within conditioned space,testing required Leakage to Outside specified as:10 CFM @ 25Pa(0.76/100 W) Total Leakage specified as:180 CFNI @ 25Pa(Post-Construction) Duct Leakage Code Requirements for IECC _ 20091ECC: Postconstruction Leakage Test:Duct Leakage to Outdoors<=8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFIVI25/100 sq ft CFA. 2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. 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 air handlers are within the building thermal envelope. 2015 and 2018'IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. 6 Project Notes Building Summary Property Organization• Inspection Status 3230 k7unnewata Road Green GL-u LLC 2024-05-0; Cutchohue,NY 11935 A•lichael Ca-alano Rater ID(RT1114):0210214 Model:Custom RESNET Registered(Confirmed) Builder r 0210214.347D.32SOWunnecvataRoadl1935 FeconicSuilders General Building Information NumbefOf Bedrooms 6 Number Of Floors 2 Conditioned Floor Area(sq.ft];_. 4,731 Has Electric Vehicle Ready Space No Unconditioned,attabled garage? Yes Conditioned Volume jcu.ft_.] 37,848 Total Units in Building Residence Type Single family detached ' NumberofFioorsin.Building,., .•: , Floor Number Model Custom Community _ RESNETJIECC 2006-2018 Climate_ Zone 4A IECC 2021 Climate Zone 4A Foundation Wall Name �L(braryType A Height Above Grade Depth Below Grade Perimeter Location_ FEnclosing FDW-Main 9-11 Draped Full 1 7 36.9 Exposed Exterior Conditioned Space Foundation Walt Library List Name Feet From Wail Top To Feet FromWallTopTo Is Fully Insulated �ContinuousR-valued CavityR-value Effective insulation R- Continuous Insulation Continuous Insulation value Top Bottom R-11 Draped Full NIA NIA Yes 11.00 N NIA Stab M Name LibraryType Perimeter �FloorGrade CarpetR Exposed Masonry Surface Area Location Enclosing Area Basement Slab Uninsulated 114.3 Below Grade 2 0 663.0 ft' Exposed Exterior Conditioned Space SlabLibrary List .•�-w•�, __.�.�..,�M.__,__.�..�,.•.�._�,_��. . ___..�__.v..`Y...�.,�.^__�.....-.�...�_.�- .____ . . __....._..r �.� Name Wall Construction Stab Completely Underslab Perimeter Perimeter Perimeter w Thermal BreaW affective R-value Type Insulated? Insulation Width Insulation Depth Insulation R Value Insulation Is ft] It] Exterior Uninsulated ('Iood Frame I No 0 0 0 Yes No 0.00 Other 1 Building Summary Property organization Inspection Status 3280 Wunnewata Road Green Guru LLC 2D24-05-07 Cutchohue•NY 11935 michaei ea alano RaterID{RTt?5:0210214 Model:Custom RESNET Registered(Confirmed) Builder 02102i4.347D3280Wunnevva1aRoad11935 Peconic Builders ..,.....•.......•... —,.«..- A''i 'r1� `� �Y Ft§ 'a, � 'l 1 4 .k.«...a � i-'�^-•....... t.� '•� �� A Name LibraryType CarpetR� Floor Grade Surface Area Location First Floor Above Garage R-30 Garage Ceiling 0.68 Above Grady 2,089.0(t= Vented Crawl First Floor Above Garage R-30GarageCeiling 0.68 Above Grade 973.0fr Unconditioned,attached -Cagy garage Framed Flo®r L�LLbrary List � �' � °� � ` Name Effective R-value R-30 Garage Ceiling 26446 Rim Joist Name Library Type Surface Area Location Band Joist Second •, R 19.0 1743 fsr, Exposed Exterior Rim Joist Firs ` _^~~R 19.0 231.1 ft' �' Exposed Exterior Rim Joist Library List' �.,.....__. ��?�._�.-�....�,�._,�.._._.�.�._,�..�.�.w.....�..�.....�•.�......�,.._�F.._._._�.�..__.n. Name Effective Insulation R-Value R 19.0 19.00 R 19.0 20.00 Walt ...,._._ __.��____._..�.._ _. "� .�..w � �• ____ ..� Name LibraryType Surface Color� Surface Area Location AGW R-21 3-closed cell: Medium 3,242.8 ft- Exposed Exterior AGW Garageµ. W•R-21 3 closed cell. Medium w^ � p� f 300.0 ft' Unconditioned,attached garage Building Summary Property organization Inspection Status 3280 Wunnevata Road Green Gun:LLC 2024-05-07 Cutchohue,NY 11935 lnichael Catalano Rater ID(RT4Yl1;0210214 hiodel:Custom RESNET Registered(Confirmed) Builder 0210214.347D.32801%lunneiaataRoad11935 PeconicBuilders r+r--^ ^-^'F"'"wr* rF""-'•.---: ^mar--`q-a-'. w. �� fi '�r�pa;t `.,-w'r. ..- `�� NO, K ......"'..�..-' ..s'":�....._. Name Effective R-value R-21 Yclosed cell 13.214 �,.y... - .....-...- �...,.- .e.,....1..y+k.�-. r C 4 { py;+L(. i A - _..m. ..--�-. a t y y !'S " r �3„ d.,.r N ',` «' AR�m w° o v x- p�'.s 5 'r,�a' ,� 5 ;. '`- 5. F...cw� ,4m, S � s'' ro r c .�,, "^" ,:= & � r� �e�'';f �:��d:9'eY m�..w...�;i.:.- aw�..a .;:"��o:+.::-d:7�J Name Library Type Wall Foundation Wall is Operable overhang overhang Ft To Overhang Ft To Orientation Surface Area Assignment Assignment Depth Top Bottom' 1 P3035 VAVood 2929 AGW Yes 0 1.33 4,66 North 10.0 f 10 P3035 V.Wood 2929 AG1,1! Yes 1 0.7 4 South 10.0 fr 11 CPW V/Wood 2929 AGt1J Yes 1 1.1 4.83 South 14.7 ff 12PWu VAVood2929 AGLV LL Yes 41' 1.1 4.83 South 15.3ft' 13 P4'u VfWbod 2929 AGW^ . w~- Yes v.1 1.1 7.83 South 26.5 fe 14 P1V VNlood 2929 A.G%11 Yes 1 1.1 7.83 South 26.5 ft' 15 CF.V V Tfood 2929 AGIV Yes, 1 1.1 7.33 South 26.5 ft 16 CPo4f3028 VAYood 2929 AGVV Ys 0.115 0.67 334 South 7.8 ff 17 CMT3028� V.Moed 2929 AGVr Yes - _- -0.16 0.67 3.34 South 7.8 fe 18 CNIT2428 V,%Vood 2929 AGY"J' _ Y� 0.10 0.67 3.17 South 5.8 fi 19 P6035. VAilood 2929 AGW m Yes 1 0.67 4 South 19.7 ff 2 DHC3056 V/Wood 2929 AGW Yes 1 1.08 6.83 North 16.8 ftz' 20 CNTT3046 Mood 2929 AGW Yes 0.16 0.67 5.09 South 13.3 fe 21 CMT3046 VAVood 2929 AGIV Yes 0.16 0.67 5.09 South 13.3 fe 22CFV1 VNvcod2929 AG&V w-..._._ Yes _ 1 0.92 7 South 26.S ft' 23 PW VtbYood 2929 AGW - YES r - 1 0.92 7 South 265 ft: 2=EX VAood 2929 AGW Yes 1 1.1 6.68 South 16.7 fe 25 EX VAVood 2929 AGIV - Yes 1 1.1 6.68 South 16.7 ft: 26 EX VMfood 2929 AGW Yes 1 1.1 6.68 South 16.7 ft' 27D1Glass V/Wood 2929 AGW Yes Sat 0.93 3.91 South 14.4ff 2S EXµ VfVVood 2429 AGY^! - � JT Yes _ 1 1.1 6.68 South 16.7 ft2 3 Building Summary Property Organization Inspection Status. 3280 Wunnewata Road Green Guru LLC 2D24-05-07 Cutchohue,NY 13935 Michael Catalano Rater ID(R111).0210214 model:Custom RESNE oo Recistered(Confirrnc_d) Builder 0210214347D.32S0t'VunnewataRoad11935 PeconicBuilders Name Library Type Wall Foundation Wall Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Assignment Depth Top Bottom 29 EX VAVood 2929 AGV/ Yes i•, 1.1 6.68 South 7.6.7 fr 3 EX VrWood 2929 AG1{V Yes 11.33 17 North 16.6 ft' 30 CMT3046 V/bfood 2929 AGW Yes 0.16 0.67 5.09 West 13.3 ft' 31 CN O46 VIVrood 2929 AC-f Yes_. ...._. yI 0.16 0.67 5.09 West 13.3 ft: 32 ChiT2040 VAVood 2929 AM' w� Yes - 0.16 0.67 .159 West 7.8 fe 33 CNM046 VAYood 2929 AGW Yes 0.16 0.67 5.09 West 13.3 ft' 31 CM3046. VtVooq 2929 AGW Yes 0.16 0.67 3A9 West 13.3 ft' 35 CAtT2040 VlNlood 2929 AGVV Yes 0.16, 0.67 4.59 V4'est 7.8 ft' 36 CWT3016 V-0/bod 2929 AGW _ Yes ~^ 0.16 0.67 5.09 West 13.3 ft' 37 GMT3046 VINJood 2929 AGW Yes w ~0.16 0.67 5.09 West 133 fe 38 D2 FGP11670 - -VAVood 2929 AGNJ Yes 5.92 0,92 6.42 West 51.3 fe 39 Tt7J2032 WWood 2929 AGN:, Yes - 0.92 4.25 Vlest 7.2 ft' 4 DCH3056 Mlood 2929 AGW Yes 1 3.08 833 North 16.8 f: 40 D3 FGP11610'VIV'e'ood 2929 AGW, Yes 1. 15 7 West 51.3 ft' 41 CPW V/Wood 2929 AGNI 1 v~ yes 1 1.5 5.25 West :3.7 fC 5TW1832 VI'Nood2929' AGW T Yes pT 1 0.4 3.84 North SA ft? 6 14PiS6 i0 WWood 2929. AGVV yes 1 0.8 75 North 10.0 ft 7 CMT2840 Vi ftod 2929 AGW Yes 1 15.7 19.5 North 9.6 ft- SEX Vs�Vaod 2929 AGtV1 Yes 1 23 6.25 South 11.7 ff 9 EX u VAl ood 2929 AGW^ Yes�,�- � 1 2.3 6.25 South 11.7 ft' p"-;----�- •'-'^-- `""'a^re..ep....,.-,..:....�... .--,-� --m" -�'g5, ^c*-�+---,r•.-+�,; �.,..�,.;*�-'«^^f-r�,<.':^...,-+n*-.,-S��xr^,-- t� d .-..,..:�� ,; �.t,'y...i'..._.,......,.... _.....e..,.............ate......_ ..,_- _.......,.,.._.,_.-� ,..a..-. .��.«.w.w"'::, ..'�.�.�b..'_.''+:�Sm;w,::.•a1�.......�.:..�..�.c.�`� �.-.�::&..uj.�...,...u.:: Name Shgc U-factor VAVood 2929 0.29 0.290 4 Building Summary Property organization Inspection Status 3230 Wunneivata Road GreEn Guru LLC 2024-05-07 . Cutchohue.MY 11935 Michael Catalano Rater ID(RTIN):0210214 Model:Custom RESNET Registered(Confirmed) Builder 021021,1.347D.328014runnL-v.,ataRO2d 11935 Peconic Builders u._.- n. .ow.�-ar,..w=. ..r a-A_ti...w« .,...w—v .^w`^'Ylnv....w+i..•...-..- ._._--.-.�. .-.e......._..c�..e -�.--.....-w_...._.o.�.- Y...p+--n...._..,r w...m Skylight None Present .Skylight Library Litt yy ,Y � �~- V w �� Rene Present Opaque Door Name LibraryType WallAssignment FounclationWall Erniiiance SoiarAbsorptance Surface Color Sur aCOArea Location Assignment DI 1-314111d solid core AGW 0.9 0.75 Medium 24.6 fe Exposed Exterior D2 1-314 Wd solid core AGAI 0.9 0.75 Medium 27.5 ft' Exposed Exterior D3 13/4%,Yd solid core Aall 0.9 0.7.5 Medium 27-5 fz: Exposed Exterior ,Opa,jpe Door Library List - Name Effective R-value 1-314 Wd solid core 2.10 Roof Insulation Name LibraryType Attic Exterior Area(ft) Clay or Concrete Roof iurii,e,iE;lor SurfaceArea Location Tiles Ceiling Vaulted R-38,Vaulted IA94 No Medium 1.0 W Attic Ceiling Vaulted R-38,vauit4 4,175 No Medium. 4,175.0f,, Vaulted Roof Building Summary Property Organization Inspection Status 3280 Wunnewata Road Green Guru LLC 2024-05.07 Cutchohil NY 11935 Michael Catalano Rater ID tRTINO:0210214 Model:Custom RESNET Registered(Confirmed) Builder 0210214.347D.32806Y'unnaurataRoad11935 PeconuBuilders ' Roo #lnsuiation Library List' Name Has Radiant Barrier Effective R-value R-36,Vaulted '-No 31.381 R-38.Vaulted No 3138 E Whole House Infiltration w Infiltration T T fµ Measurement Type Shelter Class 1561 CFM at 50 Pa Vovrei door.tested, 2 7 Mechanical Ventilation BFy Ventilation Type Ventilation Rate jft°!µ Operational hours Fan Watts Runs once every Energy Recovery Model'Number Manufacturer Minute] perday three hours Percent 1xhaustonly ,. 180l 15, 401fmtts Y_s Or ;»w+.n........w..+e"+.r,+e. �..r..o--.�w,a.. ...+e.,,...p.a..-».......yww.. ..u...w"..-..m..�a v..,.«.......h.+..+-�..w.+mw.:.."".«nw.+w.`^..+....mw+r..o.+.wa.-.nm...a-.-.^�wA,+.f...m+w..-+xr-x...,....,v...w.y.x.wv...++w....+..-.a.....�......n.. Lighting 46 Interior Fluorescent....__.�.?a Interior LED Lighting ?o Exterior Fluorescents nt�� 96 Exterior LED Lighting � ?5 Garage Fluorescent qa Garage LED Lighting Lighting Lighting Lighting 0' 7QQ 0' 100 0'' 100 O»site Genera#io»�..�.-.. ,,..w._.._.,. None Present " Oris te Generation library E.ist None Present 6 Building Summary Property Organization Inspection Status 3250 Wunnetaaa Road Green Guru LLC 2024-05-07 Cutchohu NY 11935 Michael Ca' lanci Rater ID(RTIN):021021� Model:Custom RESNET Registered(Confirmed) Builder 02102i4.347D.3280WunnewataRoad11935 PeconlcBuilders Solar Generation#� }� y� „ ' 4 x� 1 '.fit.4 � Y ` 4"�.A r ka R'p 55...-_..ww_..w.....w.._n.+.-......ar..r.r...r None Present �Deitiumidi€ier� � µ� None Present Dehumicli€ier:Litfirary°List None Present Whole.House Y Mn yfi J x w.-....-m,,.s w,,.+-..«.a...m�w.w.-.-yu..,s..--.......«,....�...—.w..l....ow.l........ - ..wr.1, -+—..e...x.+vu.«..r..,,u-...-.... -...Nww...r............,..m+.,w*,...r...+e.....n�..',.+y..s..nu�W1,.+m.a.. ..s.m«a,...«v.....,.a.......,.......-..,we..:....22w-......— u None Present Whole House�Fan Library List None Present ConditioningxEquipm`ent Name LibraryType Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Load Location Heat Pump 1 30k ISSEER 10.4hspf 50 50?0 0:5 Conditioned Space Heat Pump 2, 2»k 1 SSEER 10.4hspf ,y 50:0 5055 0 5 Attic Water Heating' XE85T10H545U0HPHot aa.a 0'a. 100.0. Common Conditioned Water! Space 7 Building Summary Property organization inspection Status 3280 Wunnewata Road Green Guru LLC 2024-05-07 Cutchohue,M'11935 tyllchael Catalano Rater ID(RTii4):0210214 Miodel:Custom RESNET Registered(Confirmed) Builder 02102i4.347D.3230',"7unnewataRoad11935 Peconic guilders Equipme>ntT,ype 24k`185EER-10.6hspf t Equipment Type _Air`5ourceHeat.i?ump_ Fuel Type Electric h DistributionTYpe _. Motor Type _ ECM(Variable Speed) Heat Pump S}xtem Type Unspecified , Heating Efficiency 10.b HSPF Heating Cap (k3tulhi. 27 Backup Fuel Type Electric Sv itchmi0Temperature[°F]" Backup Heating Efficiency 1 Adjusted Efficiency Use default Suppl�rrientaI Heat... Supplemental Heat[kW1 5 Cooling Efficiency _ ::; 1s SEER Cooling Capacity[kBtulh) 24 EquipmentType:,30k 185EER 10:4hspf m tl�e EquipmentTYP_? : Alt Source"Heat Pump" Fuel Type Electric Distribution FarcedAir ,• -_ Motor Type ECM(Variable Speed) .p HeatPump,SytemType S tit.5Ystem"_ Heating Efficiency 10.4 HSPF Heating ..-p. _.Ca act " Btultij,. 32` tY - - Backup,Fuel Ty pe Electric S�witchovei Temperature[`F; ._ .. Backup Heating Efficiency 1 Adjusted EfFicienr, Use defaul€Sup. -ientai Heat No Supplemental Heat[kUll 5 Cooling EfiictencY. _. IS SEER - Cooling Capacity(kBtulh) 30 Equipment Type:,XE65T1 OH545UO HP'Hot Water q EquipmcgType ResldentialWate'rHeater. Fuel Type Electric DistriE�utionType_ Hydroni<Delivery(Radiant)..: Hot Water Efficiency 3.75 Energy Factor Tank Capacity(gal.) .._ _,. .74 .. Building Summary r Property organization Inspection Status 3280 Wunnewata Road Green Guru LLC 2024-05-07 . Cutdaohue,MY 11935 Michael Catalano Rater ID(RT1.*1):0210214 Model:Custom RESMET Registered(Confirmed) Builder 0210218.347D.32S01^lunnewataRoad11935 PeconicBuilders Distribution System Distribution Type Forced Air Heating Equipment Heat Pump 1 Cooling Equipment -° _Heat"Purnp 1, Sq.Feet Served 3,415 Return Grilles_ ,. 2.. Supply Duct R Value 8 Reiu' D`t ct RValue . $ Supply Duct Area jft'j 922.05 Return Duct'Area ffel 341.5_.. Leakage to Outdoors 12 CFM @ 25Pa(0.35 1100 fe) Total t.eaka4e Total Leakage Dud Test Conditions Post-Construct ion .. . . Use befauit Fio:a Rate. " Yes Duct 1 butt Location _ Conditioned Space :; Percent Supply Area 100 Percent Return Area 100,. Duct 2 -Duct Location Co,-ndfiioned Space Percent Supply Area 0 Percent Return Area .. .. 0 Dud a duct Location _,,. Conditioned Space Percent Supply Area 0 Percent Return,Area Dud 4 Duct location i Conditioned Space _ Percent Supply Area 0 Percent,Return Area-. 0. - _.. .. Duct 5 Duct Location_. Corartitioned Spate; . .. Percent Supply Area 0 Percent Return Area,. Duct 6 Dud Location" `, Conditioned Space. -, Percent supply Area 0 Percent Return Area .: .'., 0. 9 Building Summary a Property Organization Inspection Status 32E0 ftnne xata Road Green Gutu ll_C 2,324-05-07 Cutchohue,NY 11935 Michael Catalano Rater ID(Kith}-0210214 Model:Custom RESNE3 Registered(Confirmed) Builder 0210214.347D.32BOVfunne^uataRoad11935 Peconic Builders ' Distribution System�_.__,_..._a Distrib tionTyp? Forced Air, Heating Equipment Heat Pump 2 P Cooling Equi ilient Heat Pump 2': _... Sq.Feet Served 1,316 Return Gr}Iles 2 Supply Duct RValue 8 ,Return Duct RValue :' Supply Duct Area(fe] 35532 Return Duct,Are'a fit 1,31.6 , Leakage to Outdoors 10 CFM 9-25Pa(0.76 1100 fe) iota}Ceakaae _t. 85 CFMZ5 Tots leakage Duct Test Conditions Post-Construction lase Default Fiard.Raee..:: Yes_ Duct 1 Duct Location, -. Conditioned Space; Percent Supply Area 60 Percent Return Area " '60 „. - _ . Duct 2 Duct Location ":... Condttioned,5pace:-- ; Percent Supply Area40 Percent Return,Area Duct 3 ; Duc rLocation.- : ;.". C nditioned.5pace.. . Percent Supply Area 0 Percent Return_ Duct 4 Duct Location Conditioned Space. Percent Supply Area 0 Percent Return Area. 3 Duct 5 Duct Location.. : . Conditioned Space Percent Supply Area p y __ ,.. - N. Pei cenf Return Area ' „0 r.t Duct 6 Duct.Location Conditioned Space :. Percent Supply Area _ 0 Fe rcent.Return,kea ::..._-o Rg HVA. 0 Grad ww,,,...+..._..-....w....e...e+..w,.�...-.,...-y.-+_...-a«.-«...�._....w..w..✓.wA_.s..........w.......:w.-.,.....-r-.-w-.._...-..,.._.-.•w..-_.w.w.a-,.I....w.....•v.......:.+,.,-........,-m_w.. HVAC Grading Not Conducted. „ Ceiling Fan M_ Has Ceiling a1i, tdo 10 I Building Summary Property I organization Inspection Status 3230 Wunnewata Road Green Guru LLC 2024-05-07 Cutchohue,NY 11935 Michael Ca'Wano Rater ID WIN):021021-1 Model:Custom RESME T Registered(Confirmed) Builder 0210214.347D3280LVunne;•rataRoadt 1935 Peconic Builders Water Distribution ; uVater Fixture.ype - Standard' Use Default Hot Maier Pipe Length No HotVdater Pipe Length[ftj .. __ a6.. At Least P,3 Pipe Insuiation? Yes Hotti"Dater Reclrculation System?'_ �o Drain Water Neat Recovery? No el®thee Dryer Cef 2.n2,.' ' - Fuel Type Electric FieldVtillzation„ _ Moisture Sensing _. Is Outside Conditioned Space No ^ ClothzsDryer.Availa6le,:'...... _.. Yes Defaults Type Custom elothes Wisher Label Energy Rating 152 k-A[h/Year. Annual Gas Cost S12.00 Electric Rate $0.1 VkWh Gas Rate 51.09,ti11erm Capacity g.2 Imef 2 Oo Defaults;Type ;- :. ENERG`,i.S Lo ad Type Front-load _ Loads PerkNeek C. Is Outside Conditioned Space No ,Clothes Washer Avallable` : Yes Dtshuuasher Dishwasher-DefauitsTye _ EAIERGI;STARCompact., Dishwasher Slze Compact Dishwasher Efficiency: 203 klNh_ Annual Gas Cost $1:?0 Electric-Rate_ Gas Rate S1.09fFherm Is Outside.Conditioned_Space a . .. 1\10 Dishwasher Available Yes 11 Building Summary Property Organization Inspection status 3230 Wunnetvata Road Green Guru LI-C 2024-05.07 Cutchohue,NY 11935 lt,ichael Catalano Rater ID(RTM):0210214 Model:Custom RESNET Registered(Con firrned) Builder 021021a.34,D.32SOV'.unnewataRead11935 PeconicSuitders A004 nces andControts a ~_ Prograrllmabte thermostat? Range/Oven Fuel Electric Convection Oven? _.Yes _ Induction Range? Yes .RangeEOtenO'utsideCbndltionedSpace?,_ No Refrigerator Consumption 646 Mb rear Refrigerator Outsii!e Conditioned Space?: _ No. _ Notes t 12 Green Guru, LLC Real Estate Advisors Sustainabiiity INVOICE — Blower Door & Manuals JSD Project Management May 09, 2024 Green Guru, LLC 12 Arbutus Court, Greenlawn, NY,Projects: m chael@gre 40 en uru o Building#1 Basement Fit Out Tell..631.398.6906 Southold, NY c/o Michael Leigey Peconic Builders Aft: Michael RE: Blower Door Testing to Find Holes in Basement&Manuals J, S&D Green Guru, LLC, HERS Rater Fee for Service: Energy&Air leakage Testing with Heating and Cooling Analysis TASK 1: 1) Blower Test with Smoke Test.....................................................................$650.00 2) Manuals JSD for Heat pump and Ventilation..............................................$500.00 TOTAL: $1,160.00 Please make all checks out to Green Guru, LLC. Thank You. Please Mail to: Green Guru, LLC 12 Arbutus Court, Greenlawn, NY, 11740 Or Zelle to Green Guru, LLC Michael@greenguru.org Green Guru, LLC 2017-2024 all rights reserved. 5/8/24,8:44 PM Activity Activity Display From TO All Transfers 11/08/2023 05/08/2025 El DOWNLOAD CLEAR FILTER AND SHOW ALL .......... .......... SEND ON FROM TO STATUS (D AMOUNT mvl bofa, j05/09/2024 Bank of Installment Loan, America, 553 Pending $1,500.00 Checking, ********4992 https://usdigital.bmo.eom/www/#/pay-and-transfer/extemal-transfer HUNTSMAN Insulation Cer'"tWicate 1C ._T BUILDING SOLUTIONS Closed-Cell Spray Polyureth� 5�� .S.'.r'.-�.'s,.,.i.s 5✓."Y=pmt .x..i.�..._.,_-- _., u ~may ' MAY 1 6 202 r= ` This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements:and.IECC Chapter 4, Commercial Energy Efficiency.Requirements.. The following spray polyurethane foam product(s) has/have been installed. ❑ Heatlok HFO.PRO 2A-2.4;Ibs/ft3 IAPMO UES ER-0565 R Heatlok HFO High Lift, 2.0-2.4 ibs/ft3 ICC-ES ESR-4073 ❑ Heatlok XT High Yield (s)2.23:Ibs/ft3 ICC-ES ESR-3824 (w).2.17 Ibs/ft;3 ICC-ES ESR-3883 ❑ Heatlok XT High Lift (s) 2:23 Ibs/ft3 ICC-ES E81R-3824 (W) 2.17 Ibs/fO ICC-ES ESR-3883. ❑ Foam-Lok.2000-4G 2.04.2;,Ibs/ft3 CCRR-1025 1 ❑ Foam-Lok 2000-3G 2.0-2:316s/ft3 ICC-ES.ESR-4501 ❑ Foam-Lok.2000 2.0-2.3 Ibs/ft3 ICGES ESR=2629 ❑ Proseal.HFO 2.01bs/ft3 CCRR-1 108 Proseal.LE . 2:2 Ibs/ft3 ICC-ES ESR-3500 ❑ Proseal 2:2.lbs/ft3 :. 'ICC-ES ESR-35bo ❑ Heatlok Eco 2:0 Ibs/ft3 ICC-ES.ESR-3198 Consult International Building Code, Chapter26451astic and International Residential'Code (IRC) R316"Foam.Plastics for specific.requirements:The spray,polyurethane foam insulation system(s)-has/have,been installed in accordance-with-.manu- facturer's,processing guidelines to provide a thermal'resistance of: Area Insulated Aged 114alue'- 'Thickness.* Vented Attic Floor,Area R- ,At inches Unvented Attic/Urlder-Roof:Deck Insulation R- At inches' Sloped,Ceilings%Cathedral Ceilings _ R- At. inches Walls(Location' F-Ac ((( w��S fly. ) R- a At J inches Walls(Location � n(. � ) R JZ J At r inches' 1jQY C.�i(t11G R- /q At inches Crawl Space Perimeter W�tAJ S) R- At J', `j inches Basement Walls R- ,At inches Other(Location: A'r 55eO wAtSefam5 ) R- ��," At inches. ..Nominal thicknesses are representative.of.ffeld,.spray-applied foam material.; Jol6siteAddress• ', Ui1U '�' iZ1G( u'i. l % Date of Installation: (` Building Contractor: 6\5 'Sell Of,6)S1 HBS Contractor:.. Phone: (631.)21.8-9350' Installed By: Cary Insulation. .-. -Post Near Electrical Panel- . G7X[+A'n _ _ J •."S,'i i: � ^.. . 3315 E.Division Street, • • •0 817.640.4900 1 888.224.1533Arlington. ` CARY CARY INSULATION INSULATION- WORK AGREEMENT License#:55224:H 00 1 5 1 00001-86'4 1-20 1 5:L001491 i 1 9th Avenue I Bohemia, 1 : 1 CUSTOINIER/BUILDER JOB SITE INFORMATION TRADE: INSULATION PECONIC BLDG SOLUTIONS/55607 3280 WUNNEWI:TA kD QUOTE#:82263185/ 1 PO BOX 1046 CUTCHOGUE, NY 11935 ISSUE DATE:09-25-2023 SOUTHOLD.NY 11971 SALES PERSON:Scott, Matthew (631)897-7318 William Base Work Area Item Air Infiltration HI FIRESTOP•SEALANT FS-ONE MAX 20 OZT01L Air Infiltration FOAM CF812 WINDOW&DOOR 22.5 OZ., FIRE.BLUCKING INMW RX AFB 3"X'15"X 48"(80 SF/BG) POLY POLY FILM,2M8'4"X260'CLR SOFFITS 7BA KN R-19,kFT.-15"X94"97.92 SF „,rr..-..-.,a„p >.«a. ,^^;�- w� .,� TM,i' rx?:ri=•• ,;,r. — Roof-Arcs•., R 38fSEALI G1 iON 5Q0 NPvt='10' faidinol°Inches-OPE; sCELL 'Roof Arco,_,:,,•.' ?- `..',; . " ` 'NO-BURN°PLUSFIRE:RTDCOATINGr!"`CERTIFIED,APPLICATOR-ONLY-'*' L"rahlc WaICs`�} � 4 ? ' Ct 21 SE�LEt"I IOjYSQ,AIVw11 =5;5-N0 mi�ial Niches O#EN CLF'OAMA ?' y;Seitnts `' :e .' ' ti it 6 3 HFOFCL"2 ,B;S ?I1lylL° 1$` T1tes GIOSADaCEL1 FQAM �' z' —Exterior Walls.2X6' m�p b µ I3A KN R-2i KHP 15"X93"67.8'1 SF TEiitenort;�l?alls'?X4';" � r It=23 HFOTiI`2LB'SUMMER 3 Nominal Inches CLOSED'GELL FOAM r'>, . 7-. . . Garage Cotnman WTI!27�4 0- " "` k" rIt 30 SEAI:ECTION 500 I�IM ;8 Nomniaf Inches}OPEh[,CEI,I FOAbI, p '.,.. � ,' :, `+ yx_~Grca Cetkn g R=IiHFHG"�:1 Ii'$Uj.. ae EMM ?MmnIihsCLODCgc Garaoymon Wall �# IBA KN R-19 UNF 15:25'X94"99.Si SF .�,...... ..,..-'r-- -�•...a. �:,,w,.» ..,. ,�,•r.,�-w-�,;.. - ""?'--c,=,Yu.,m�;,,t '�:r: 8andpJoist.Bo Sig Rim Jotst' = Nomt o11n fies,C1 Q5 D;C>rLL FOAM: ,. ,, c R j,111ir,,HL:2L Interior Partitions IBA KN R-11 UNF 15.25"X94"159.28 SF Ceiling Area IST Floor IBA KN R-19 UNF 15.25"X94"99.55 SF Basement interiors IBA KN R-I I UNF 15.25"X94"159:28 SF Basement Ceiling Area IBA KN R-19 UNF 15.25"X94"99.55 SF BasetnenlEatCrior.Walls�^.r "s .,"" " ` R'19 HFO;',ltl?LB;SU MER.-'2.�1omu)a1Inches CLQS'EI�CELL,FQAi�imw, BASE TOTAL: $30,225.00 OPTIONS Initial the sections that you would like added and/or reduced from base total. CRAWLSPACE WALLS WALL DRAPE OPTION Work Area Item Crawl Space Walls NtBt R-11 15"X 48"FSK BWI FSK FACED Initial: TOTAL for option: +,$$75.00 CRAWLSPACE WALLS SPRAY FOAM OPTION Work Area _ _ _ Item _ - ='�`- � iSUIYiN1ER`=.1SiNomitial'Incfirs CL05ED''CELL'';EQANI;..:..:.,_,..�:�;"� r Crawl Space Walls NO BURN PLk1S.FIRE[2TD COATING"•GERTIF[ED APPLICATOR Initial: TOTAL for option: + $2,200.00 HUNTSMAN Insulation Certificate Ai BUILDING SOLUTIONS Open-Cell Spray Polylirethane Foam, -7 This form must be filled out and posted to comply With building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency Requirements. The following spray polyurethane foarh:product(s)has/have been installed. ❑ Sealection 500 0.45 Ibs/ft3 ICC-ES ESR-1 172 (CCRR-1 063) MN Sealection NM 0.55 lbs/ft3 ICC-ES ESR-266.$ n Foam-Lok 450 o.45 Ibs/ft3 ICC-ES ESR-4242 (CCRR-1091) ❑ Foam-Lok 5.00 0.45 Ibs/ft3 IGC-ES ESR-4.242 ❑ Foam-Lok 750 0.70 Ibs/ft3 ICC-ES ESR-4322 ❑ OC Nb-Mix 0.50 lbs/ft3- CCRR-1 123 f__j Classic Ultra Select 0.50 Ibs/ft3 ICC-ES ESR-1826 171 Classic Plus 0.70 Ibs/ft3 ICC-ES FSR-I.826 Fj Classic Ultra 0.50 Ibs/ft3 ICC-ES ESR-1826 F1 APX'1.2 0.45 Ibs/ft8 ICC-ES E,SR-3470 F-1 Agribalance 0.70 IbS/ft3 ICC-ES ESR-2600 Consult International Building Code;•Chapter 26-Plastic and,.International Residential Code.(lRq,R31.6 Foam.Plastics for specific reouirements..The spray pQIyurethane foam insulation system(s)has/have been,installed in accordance with manu- facturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Yalue. Thickness** Vented Attie Floor Area R- -�3 At jO inches Unvented Attic/Under Roof Deck Insulation R- At inches Sloped Ceilings/Cathedral Ceilings R- At inches Walls(Location: GOA WLAS j R- ,)-j At inches R- At. inches. Walls(Location: C-�&Ul( N4111*11 '04t Floors(over an unheated crawl.space) R- At inches Crawl Space Perimeter R- At inches Basement Walls R� At inches Other(Location: —R-_ At inches **Nominal thicknesses are representative of fibld,spray-applied foam material. q35 Dater of Installation: S'e Jobsite Address: Building Contractor--' HBS Contractor. Ohone:. (631)218-0350 Installed By: Cary Insulation -Post Near Electrical Panel- 7 3315 E Division Street,Arlinglonj TX 76011 Tel:817,640!4900.1 886.224.1533 HUNTSMAN. '`u . CA'RY INSULATION : 1600 9T" AVE i F BOHEMIA,;NY. -1171'6 MAY 1 6, 2024 PHONE: 631-218-9350 FAX:. 631-218-9354 May 10, 2024 To Whom It May Concern, ; Cary Insulation has installed spray foam insultion for Peconic Bid Solutions.at 3280 WunneWeta Rd Cutchogue, NY 11935. On top of spray foam in the, Roof Area.and . the Crawl Space Walls we also applied the No Burn,fire coating over'it.•This Was installed according to manufacturer specifications and followed township.code. If you have any questions,;Please feel to contact us if you have any question., Respectfully, Superintendent/Production Manager Cary Insulation(A TruTeam Company) (63.1)218-9350 Miguel.Vllamar@.TruTeam..com C � r �•r ,y ttrl � �!• •� 1I • �5 �y�� .� � •� .f1 r r `,, li�� ` r A�, �11• '� 1 `Mir+ '4 ` r• t r �: •� •�Y • '� t�' 4 41 III i-!r, t� �, •a!•. F F ri r- 1 y 'RTC ��' _ _ 'y .. - � -, � _ • _ Y� 1 .. a f ~ w- w { .44 a t I V , 1 I t I u br ._�-�►-- r _....ram.-^""-�-�'""'�-�^"9we.�,Y� � � ��-_~� � ' I I .� /� /i /: �� -) _. E� ✓ =—�.. �� ----� __ �Irr,. 1 `"�--... � � .i � ... a y�� ^f. A" ert av ,rX.-',f � R INS "e, 4, Py a ��, �. ,. "�k�aq„�„ ,�M �Fz. y ar' _�; :, , . v., w � I . .i- -` ..r. '"�Y. ,� , .t£" ,..., _. { ... ` � i � I Ural Talgat Architect 436 7t" Street Greenport NY, 11944 D E C V E September 6, 2023 SEP - 7 20 Town of Southold BuildingDe Building Department Department 54375 Route 25 Town of Southold _ Southold, NY 11971 RE: Residence at 3280 Wunneweta Rd, Cutchogue Building Permit#46957-Z Tax Map # 1000-111.-11-30 Please extend Building Permit # 46957 for another 6 months. The current expiration date is 4/13/2023. If you need any additional information from me, please contact me. As always, I appreciate your efforts. Sincerely, Thank you, Ural Talgat 1 1 1 • ' • � • 1 1 FOUNDATION(IST) FOUNDATION(;NP) • . 1 PLUMBING MUM ® l . J:• INSULATION PER N.Y. STATE ENERGY • 1 � • / 1 e e t � ' � � MAW i r rj,�f�FDL* 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 hlips://www.southoldtomgU.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use only ��s� > > PERMIT NO. Building Inspector: MAR 2 5 2021 -Ap'plidations,6n"d,'f-lo'r''m-'-s".'must be iiiled,IoUt in their,_egtirety.`Incomplete .' ,-applicati'o"hs.'.W,iii-n6t-'be'.6'c6epted. Whei-'O,the A'polliant�:ii;'n'o't".'th'e'owner,ian.,.:,�,., Owner's`Authorization-form(Page rn t '4shali.4e,Co Ie' edn. -,,.." Date: March 10, 2021 OWNtRjS)6F,k' PE O Name: STEVE-LADDY, ELLEN OKIN SCTM#1000- 111-11-30 Project Address: 3280 WUNNEWETA,ROAD, CUTCHOGUE NY 11935 Phone#: 2 qD1 Mailing Address: V �7416 P 66hTACi` �"R'S N Name: Mailing Address: Phone#: Email: -D M, 0 P�Tl:- N:- ESIGN'PROFE,SSIO,N,A.L1NFOR Name: ORAL TALQAT, ARCHITECT d Mailing Address: 4.36 7th STREET, GREENPORT NY 11944 Phone#: 6.3.1-477-89631 TEmail: ura159@hotm.aJ1.qo,m-., CONTRACTOR INFORMATION, Name: Mailing Address: ,.Phone#: TEmail: .DESCRIPTION OPl3kOPOSEUCONSTRILICTIP E]NewStructure ®Addition ®Alteration EIRepair ElDemolition Estimated Cost of Project: E10ther $ Will the lot be re-graded? E]Yes ®No Will excess fill be removed from premises? ©Yes ONO -PROPERTYiN FORMATION . Existing use of property: SINGLE FAMILY RESIDENCE Intended use of property: SINGLE FAMILY RESIDENCE Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes No IF YES, PROVIDE A COPY. ❑ Clieck Box,After Readln The owns g rJcontractor/design professional is responsible for'all drainageand storm water issues as provided by Chapter 236 of the Town.Code. APPLICATION IS HEREBY MADE�to the Building Department for tha ssuance of a Building.Permit pursuant to the Building Zone Ordinance of the Town"of Southold,Suffolk,County,Newyork and other applicable Laws,Ordinances or Regulatlons,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable,laws,ordinances,bullding:code, housing code and.regulations.and to admit authorized Inspectors on premises.and in building(s)for necessary inspections.False statements made herein are P , ' � 45 of,the New York,State Penal Law.umshable as;a'Class A,misdemeanor ursuarit to Section 210. Application Submitted By(priW: ,gw `�� ❑Authorized Agent Owner Signature of Applicant: Date: V �//�C5 STATE OF NEW YORK) S: COUNTY OF\� l n ,� ,{ ) Ikon I— (J�l� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing c act)above named, (S)he is the L\mu( (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. t Sworn before me this +Vdayof 20�� ELEONORAGIACCONE N tary bIIC Notary Public-State of New York NO.01 GI6298294 Qualified in Suffolk County My Commission Expires Mar 10,2022 ; PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 :a 1 E C E BUILDIN�i,h DEPARTMENT- Electri I ispector UU �Ir TOWN OF SOUTNOL' OCT R iryryl� Town.Hall.Annex- 54-375.Main i:toad - PO Box 1' 92Q23 w . Soa..ithold, New York 1'll971,-0 c hil, - ''q' Telephone (r834) 765-1802 - FAX (631)37, ;-' ' apt ,ant rogerr southoldll:o' wnny"'lov sea rld sou9:holdtown�i AMi APPLICATII,ON FOR ELEc-rRICAIL INSPECTION ELPCTRICIAlkN INF RMATI13N (All Information Required) [)ate: Company Name: A�'_kr-A-f� C, �y Electrician's Name: L-icense=No: _M� �1C7� - --..Elec.-email:- ` (qC) i°r - � Elec. Phons No: [ I request an email copy ot;Certificate of Cornpliance Elec. Addross.: _ l f1 AII IIII�-Il„��i �4 JOB SITE WJIFORMATION I,AII Information Requirc)d) Marne: _ Address: 321 i�&Ar,r Cross Street: Phone"No.: ) - 0 , BIdg.Perntit#: '- q _ email: Tax Map District: 1000 Sectionl„ Bllock: I Lot: rEF DESCFl,.IPTIONI OF WOR4:, INCLUDE SQUkRE FOOTAGE (Please Print Clearly): �r4l � 2 Square Footage: �il��ln®�lu-emu I- a Circle All Thad.Apply: Is job ready for inspection?: F1 YES -rqO Rough In C,I Final Do you need a Temp ('3ertificate?: YES OO issued On -IY�YI��G19��111®�14�® Temp Information: (All information required) Service SizeC11 Ph❑3 Ph Size: A # Meters Old Meter# _ ❑New ServicE!OFire ReconnectE]Flood Reconnect ElService Reconnect. Underground D)verhead # Underground I,,.aterals 1 2 H Frame Pc le Work done on Service? N flu u lu® Additional Information: PA (MENT DUE WITF;� APPLICATION rc.,c� BUILDING DEPARTMENT- Electrical Inspector O`d COG TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@-southoldtownny.gov seand(cDsoutholdtownny.gov APPLICATION FO.R ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: �� Lo Electrician's Name: POD C- 2uc VSoX-N License No.: N .- 1)J— Elec. email: �,(�a �ec��r�C. M (vm Elec. Phone No: I request an email copy of Certificate of Compliance Elec. Address.: 'B� '`` oavie-°J r;�%Tc. L )�Oov' Ae- N` V(-74)- JOB SITE INFORMATION (All Information Required) Name: LAD9\1 Address: 0 Wo),\rie\,j e-�k Cv o uL Cross Street: -cLS cLv Phone No.: Bld Permit #: email: g L41 Tax Map District: 1000-. Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): .IV.e.w PaAo scs o n c - 3 0;v Nm f UV4 0k oRovb � SQ-rLALe Square Footage: 000 Circle All That Apply: 13 Is job ready for inspection?: YES [�7rNO 0 Rough I Final Do you need a Temp Certificate?: YES NO Issued On:! Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: -3C)C) A # Meters Old Meter# E]New ServiceF]Fire Reconnect7Flood Reconnect[]Service Reconnect Underground❑Overhead # Underground Laterals 1 2 H Frame r' Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION el'/Ig�,3 o,( �J3� 'A BUILDING DEPARTMENT-Electrical Inspector CO .0 i TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 �Ol �a0 Telephone(631)765-1802 Temporary Certificate # /S33 Date r �$ 2023 Customer Name Electrician Name PV.,3 V do l caj C*r Address g2$p ,kA k<, Phone&51 •Z J , SWe4 e-mail e-mail P S 66rho-i Phone License# M . (0 p J 22 Size 300 A Phase 1 Overhead Underground #of Meters f Remarks #of Underground Laterals 1 New "H" Frame or Pole H P Fire Reconnect Was work done on Service Y N CS Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verif' ation is valid fZ90ys om t above. Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 J `n Southold, New York 11971-0959 �r 4� Telephone (631) 765-1802 - FAX (631) 765-9502 07 rogerr(cr_southoldtownny.gov seand(a-southoldtownnv.gov l APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: P Electrician's Name: Pe. er aLks0C� NI •- �01 �'� Elec. email: � <M' 4 , Ccym License No.: 1�l.S o �l e-�� L Elec. Phone No: 71y - � /�- ❑I request an email copy of Certificate of Compliance Elec. Address.: `�s.fvie�J t`\ - �- 1 �- i %'c- r JOB SITE INFORMATION (All Information Required) Name: LADD`j Address: `3 S0 W 0nYNe-wQ-k Cross Street: ,c S c v Phone No.. Bldg.Permit #: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New R_nDfCSdn l 1 , Ui'p— C 3 0'c� Im 1 V V\D Cn C ADuN ScLrLA`e Square Footage. Circle All That Apply: .�Is job ready for inspection?: YES �O Rough I Final Do you-need a Temp Certificate?: � YES NO Issued On �$ Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: �� A # Meters Old Met [?]New Service❑Fire Reconnect[]Flood Reconnect OService Reconnect Underground[Overhead # Underground Laterals 1 2 i1 Frame r-� Pole VVorl< done on Service. Y N Additional Information: - PAYMENT DUE WITH APPLICATION PERMIT p Address Switches Outlets GFI's Surface Sconces H Hs UC Lts Fans Fridge HW Exhaust Oven W/D pW Mini Smokes _ Micro Generator _arbon =ombo Cooktop Transfer / \C AH Hood ' Service Amps Have Usec .pedal: .omments PERMIT ? Address: 3 \,A) Jrn(1eU�� t`" �. tiMMe-C ScJ 5 Switches 0 v� S Peee1 c00jr(i).T L!` Outlets — gc LlSurface Sconces H H's a,,cw,r� �row� _ l - Re�c or— ?vamp a ns ce l Lihi- — S Fridge l H W .9DV Exhaust fjAS — Oven WID Smokes S' DW — Mini f � T �ETEL— Micro — Generator :ombo --� Cooktop Transfer �j,n p A _� Hood ` Service S09MP F-"ej" 4QOJ- p Amps Have Used ;�ecial: ��` Ii omments - ------- Z� c9/ awRnae PLowt Ino•q r1,eLev.wr \ \ \ \ •., Rpgo ..►a o.R,e a...<,... / PIRBT PLO°R / SerLYO PL0.,L elganla RCSIDMe / COVEI®C11RY \ P P • � ND•I YLATBt LINE PROM ROM ro RHI DICE _ / e'ORwl MaDROOM RaDxe \ dd9g' AOragme9 dtaiMil2 MmYMT 9rra iIM060 r4x Lar n - cen TANG nwl aLu i/-iusung 1—Ni%zzc / MEN, -CU.'CRA.IF w� Fv rR4r 09CK -11IIIR IATUM1oN rUR N 6'Dlw.B'MeN LGOwlls POOL R1v) AR6f 6�f g I \ PUBLIC.1%' u� w _ \ �irP.a er MAIN ExuvnTlDN INSPEINSPECTIONREouRED _ ROAD TAx Lai 1O I I —` ; AA� IME FOR SANITARY SYSTEM AHndttc Paid H _ I / MAIN R ROAD By HEALTH DEPARTMENT I vLrb / d�(��)�3d IAIOWTS Fuji Clean eK1aT ewe IRT79 I /—�r�_ L (� I—— / / Sa+• SuFNxx Coum DEa muENr Or HEA.TN SERvcEs PE—FOR APPRa+u OF Caa,mlcnoN FOR A r E / S—F—,REeoENCE ONLY DATE ED NO FOR NCO, AR31-z3gg Nat arwlro / / / LeAI19N6 r1gC�ilco x nu2o —// / I FOR MAxM W OF C6 EXPIRES THREE YEARS FROM DATE OF APPROVAL LOCATION MAP ININ as ro�ee � l / /� �,�},,I/r / � `� •'�+' / �/ ra w.rel ula:nI°M R°M r°ReaoeNce xw1eD our a I¢AR rAlar I ✓d` // -_----'; I / TBACIC Pecs AND PwL fIl]OI a9.r L°cwteo e•Aeoe sRADe � � � / // /�1� / / ; � � / � j w.� TAX OT ll "/b:DMA / I 1\_ — — �� So nw wLwNArro! �t2 /�••�• o � PHOAr / \ ` wCG �a�i��'w.iox�iw on�iucNc urt T N►b99 c`cxAHaiici HA - / TOREroym SINGLE LINE DIAGRAM nTHcHd�g�d SCALE:1'•20'4Y / NMISITE DATA SCTMB t000.111.11J0�� \ _/ \ / •.. __-_--... IRDDDPRESS CUTCHOOUEINNYA ROAD DINNER: STEW IADOY 6 ELLEN OKM SUE: 55,51130•1.28 ec ZININI 4cJ ce Lend Surveying �' nlwr nears Pr SEWER LINE CLEAN-OUT lallp,Nrns1 �ARA6e nzl a 9OMR Pr +s•mn e,r A..e.. AX LOT dI Mu0[L9C 6NATKXI YI!R. LICENSE 8050965 H�On. an D1w T. 9ecle!NEww rOl,•I.OK DETAILS MAC 100 BLOWER DETAIL Dwreo 1v13rsoxg cove-ro 6Rwce.wD swrex acl®n yuellc y er en POLYIOK I A REFERENCED A TO M-AV.D.IM DATUM TO "D' "—l' LADDY & OKIN ,�, ELEVAnON1>d�P yN OK,,,xM _�__r� RESIDENCE TEST HOLE --- o"CALF • - •. ...-.... BY MARK McDONALD GEOSCIENCE _- .o.....ew. SOUTXOLD,NEINYORK lHUl MAI!LIK ypEyS,- - - sevwnorle36.R n. TEST NOLE DATA 6I2431 _ '•'�"'- ......•-� CUTCHOGUE, NEW VORK —Y.,491 — DATE:3 1 211 2021 BROWN SILTY SAND SM ''a R'-1 4 VIA IM-156 — REVISED DATE:6 117 1 2021 l.BI.{ AI3s' LYAOMb REVISED DATE:6 1 30 1 2021 le.��p. RDOL REVISED DATE:91912021 REVISED DATE:10/712021 i — OP POOL.Aan B_O W E R AND PANEL DETAIL IT PAUBROINNNNE&AND SP rv5m _ URAL TALGAT COMMEMB:NOWATERENCWNTERED ARCHITECT SEPTIC PROFILE w ,., SCDHS SUBMISSION BUILDING PERMIT SET 436 T1 STREET 04r.6.1 FUJI AN CENT GREENPORT,NEW YORK 11944 (6311477.6963 Sire lar) ft d I `f 8bs tO,aALil RAaCEb dTCi Oi1W1ERA'DI MGM � C n�sPca rw-oE.AR YRON Rolo*o.msxve b CY.T A:OM•.%r L 9"9-=•r TAX W Xn R rXpO'' A w e aTxeDD+4a,KaGE ., L XX.N fAX rOT 19 -MACA.C'W GM-AN"= X1LCf rOXCA.vO / ul.NA—FFAF uE' -a'lTs:sTa ba 7e.. null a.r / IR.Ir..�eNr -2 R'6w.a wy lwc-V•»_ . 8 44 NrrtT'Ae-X T�_r ' L =PLO-�fi MAh ROAD FAX IOT vv AFnrur ItirrnsAv y --. i N..Wr n�r •• rye e t p .__ /"�_. F yam` t• f 1 .'--4, i 1.tot'.w ® `r`��■) �. MAL'C FAX LOT AD !/ TIpbN.,C , rely ,�rcrea Aro coN IAT'� YAIv1OT n I FAX W AI /. X YAFPI. IN'F�NAII' N/O/F OceMOJO J�/rYl / CEGAG.K `ITtL-T Io.E rya F FAX mT az t j N/O:Y r'KNANOIIf% / / ! 4rvl�Nf�AA'NXAtlQ' / / IJ SITE PLAN I Lar/ / /r SCALE 1'•3D'A SITE DATA / AIXNtES! -1 ENE.,111.0 gYNER STE VE LADDY&FLLEN OKM AL) SiTF. II.RJ+i+,.tD n< / R l� ZONMG RAl Ly1/pIA1 SURVEYOR Sr�w L^TT Survyup IJIT_ NT t AX 1T.1 I... 10109A1 YreiQNrY OATEU t,�,81030 puNu;into. ELFv.iIONL ARE RCTERENCEO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES —A A v D isrA p.TUN APFROVAL OF CONSTRUCTED WORKS FOR LA D DY O K I N ASINGLE FAMILY RESIDENCE Date 0322!2(Y24 _ H.S.Ref NO. B-21.23M RESIDENCE _ CUTCHOGUE. NEW YORK The sewage di>posaf and water supply faryldes atthis location have heen inspected andfor oft~by this Departmentor olher ageoces and found ogre.�+1s,xotA C be satisfactory FORA MAXIMUM OF 6 BEDROOMS. CR,%IC KNEPPER,PE,CHIEF- ,. URAL TALGAT Olfioe of Wastewatn MaRagemeM ARCHITECT SCDHS SUBMISSION O TEN STREET EWYOR REF#R-21-2300 ?drNEVTrdl GREENPORT,NEWVORN119AA S2 IB]iHTF-0%3 er- oy Generated by REScheck-Web Software Compliance Certificate Project Laddy & Okin Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3280 Wunneweta Road STEVE&ELLEN CKIN Ural Talgat Cutchogue, New York 11935 436 7th Street Greenport, New York 11944 6314778963 ural59@hotmail.com ,Compliance: Passes using UIA trade-off Compliance: 15.3%Better Than Code Maximum UA: 550 Your UA: 466 Maximum SHGC: 0.40 Your SHGC: 0.32 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. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,415 30.0 7.0 0.028 40 Ceiling 2: Flat Ceiling or Scissor Truss 15 30.0 7.0 0.028 0 Ceiling 3: Flat Ceiling or Scissor Truss 1,302 30.0 7.0 0.028 36 Wall 1 east elev 1st fir:Wood Frame, 16"D.C. 556 19.0 7.0 0.041 15 Door 1:Solid Door(under 50%glazing) 40 0.370 15 Window 1 corner custom: Metal Frame 27 0.300 8 SHGC: 0.33 Window 2: Metal Frame 27 0.300 8 SHGC: 0.33 Window 3:Wood Frame 18 0.300 5 SHGC: 0.33 Window 4:Wood Frame 18 0.300 5 SHGC: 0.33 Window 5:Wood Frame 18 0.300 5 SHGC: 0.33 Window 7:Wood Frame 17 0.300 5 SHGC:0.33 Window 6:Wood Frame 17 0.300 5 SHGC: 0.33 Wall 2 east elev 2nd fir:Wood Frame, 16"o.c. 467 19.0 7.0 0.041 16 Project Title: Laddy&Okin Residence Report date: 06/17/21 Data filename: Page 1 of 3 Gross Area Cavity Cont. Perimeter Window 8:Wood Frame 8 0.300 2 SHGC: 0.33 Window 9:Wood Frame 8 0.300 2 SHGC: 0.33 Window 10:Wood Frame 6 0.300 2 SHGC: 0.33 Window 11:Wood Frame 20 0.300 6 SHGC: 0.33 Window 12:Wood Frame 14 0.300 4 SHGC: 0.33 Window 13:Wood Frame 14 0.300 4 SHGC: 0.33 Wall 3 west elev 1st fir:Wood Frame, 16"o.c. 556 19.0 7.0 0.041 15 Door 2: Glass Door(over 50%glazing) 81 0.300 24 SHGC: 0.27 Door 3: Glass Door(over 50%glazing) 81 0.300 24 SHGC: 0.27 Window 14:Wood Frame 7 0.300 2 SHGC: 0.33 Window 15 corner custom: Metal Frame 15 0.300 5 SHGC:0.33 Wall 4 west elev 2nd fir:Wood Frame, 16"o.c. 467 19.0 7.0 0.041 15 Window 17:Wood Frame 14 0.300 4 SHGC: 0.33 Window 21:Wood Frame 8 0.300 2 SHGC:0.33 Window 16:Wood Frame 14 0.300 4 SHGC:0.33 Window 18:Wood Frame 8 0.300 2 SHGC: 0.33 Window 19:Wood Frame 14 0.300 4 SHGC: 0.33 Window 20:Wood Frame 14 0.300 4 SHGC: 0.33 Window 22:Wood Frame 14 0.300 4 SHGC: 0.33 Window 23:Wood Frame 14 0.300 4 SHGC: 0.33 Wall 5 north elev 1st fir:Wood Frame, 16" o.c. 471 19.0 7.0 0.041 16 Window 28:Wood Frame 12 0.300 4 SHGC: 0.33 Window 24:Wood Frame 17 0.300 5 SHGC: 0.33 Window 25:Wood Frame 17 0.300 5 SHGC: 0.33 Window 26:Wood Frame 17 0.300 5 SHGC: 0.33 Window 27:Wood Frame 6 0.300 2 SHGC: 0.33 Wall 6 north elev 2nd fir:Wood Frame, 16"o.c. 306 19.0 7.0 0.041 12 Window 29:Wood Frame 10 0.300 3 SHGC: 0.33 Wall 7 south elev 1st fir:Wood Frame, 16"o.c. 471 19.0 7.0 0.041 14 Window 30 corner custom: Metal Frame 15 0.300 5 SHGC:0.33 Project Title: Laddy&Okin Residence Report date: 06/17/21 Data filename: Page 2 of 3 s Gross Area Cavity Cont. Perimeter Window 31:Wood Frame 16 0.300 5 SHGC: 0.33 Window 32:Wood Frame 16 0.300 5 SHGC: 0.33 Window 33:Wood Frame 27 0.300 8 SHGC: 0.33 Window 34:Wood Frame 27 0.300 8 SHGC: 0.33 Window 35 corner custom: Metal Frame 27 0.300 8 SHGC: 0.33 Wall 8 south elev 2nd fir:Wood Frame, 16" o.c. 306 19.0 7.0 0.041 11 Window 37:Wood Frame 12 0.300 4 SHGC: 0.33 Window 36:Wood Frame 12 0.300 4 SHGC:0.33 Window 38:Wood Frame 10 0.300 3 SHGC:0.33 Floor 1:All-Wood joist/Truss 1,185 22.0 7.0 0.032 38 Floor 2:All-Wood Joist/Truss 159 22.0 7.0 0.032 5 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Laddy&Okin Residence Report date: 06/17/21 Data filename: Page 3 of 3 LOT COVERAGE TABLE dCl. SITE AREA TOTAL: 55,5cf 3 5f STRUCTURES EXISTING PERCENTA&E PROPOSED PERCENTAGE Aso �� MIEN?, �� T RESIDENCE: 2,-12c1 sf 4.q0% 2,72c1 sf 4.c10% � DECKS: 2,465 sf 4.43% 2,465 sf 4.43% 3 SWIMMING POOL: 024 sf 1.48% 824 sf 1.48% EXISTING SHED TO BE REMO\/ED: 116 sf 0.20% 0 sf 0 EXISTING GARAGE UNDER CON5T.: I Irt5 sf 2.11% 11-15 sf 2.119/6 TOTAL: -7,30ci sf 13.12% -7,11 i3 sf 12.c12% R = 22.00' L = 33.90 N/0/F ELLICE TOSCANO N/0/F 4 BEDROOM RESIDENCE Residence 3295 HAYWATERS LLC COVERED UNDER CONSTRUCTION Residence DECK �C COVERED ENTRY N51°57'30"E 350.67' I M N/0/F N ANNELIE PETERSEN q�� M ASPHALT Residence 4#V� DRIVEWAY 10 4 q DECK $ W qww 2 5TORY 10 FRAME :,r RESIDENCE ; 'g 1 cb co V h° ' UNDER i ~ RENOVATION A RF Sp, BUILDING oil � R r DECK PERMIT --- :',` �rB,gC # 46157 / ,ACTu A GARAGE 2a DEED) BELOW / AooO7 a•Al a AO 5TA I RS AND0000 / WALKWAY FROM DRIVEWAY TO POOL .000 AND DECK qti WOOD ASPHALT U�O� ONG DRIVEWAY / ti GRADE M A LOCA'"I " 4�, oOq q � q � IN-GROUND ¢�` _ _ PIV0Np�- a waters 4 , POOL Mu (: Ve o / N/0/F FREDERICK W. LEWIS �a are R Op4 � Vacant Land ° �a N/0/F do JEAN ROLLAUER ti JQ ' Residence y %s';0 04 Little s N Peconic Bay 2 d0 a I'm`C G S � r,4 I&Ai?�GE UNDER �� o S �'�D CONSTRUCTION: ccFS�4c 7) Sp C'O G a RETE �, � CT(/ �r FO NDATION 5 ILDIN6 PERMITS 3003q # 513�2 /� SITE �d +' 38466 s # 45655 N/0/F SHED TO BE JOSEPH & SANDRA / REMOVED CICHANO WICZ // / LIVING REVOCABLE ' ITE PLAIM i SITL SCALE: 1" = 20'-0rr SCTM # 1000-111-11-30 PROPERTY: 3280 WUNNEWETA ROAD � 0000 ADDRESS CUTCHOGUE, NY 11935 M ,i 0CV OWNER: STEVE LADDY & ELLEN OKIN L) SITE: 55,693 sf= 1.28 ac A ZONING: R-40 °a�57 so"� _ SURVEYOR: Scalice Land s27 s �,�-(r' �` `"� 1 South Bay Avenue a �� , Surveying N/0,/F �' �` �4� � Islip, NY 11751 Norman V Godfrey LICENSE #050965 5Ep 1 2 2023 DATED 11/16/2020 L D D Y 0 K N CUTCHOGUE, NEW YORK DATE: 7 ! 26 12023 REVISED DATE: 9 / 12 / 2023 ARCh'i � sAI� ORAL TALGAT ARCHITECT 436 7th STREET BUILDING PERMIT SET GREENPO 31, NEW YORK 11944 LL;�L.ji NEw STAIRS TO POOL DECK AND FOOL RAPE DECK LEVEL NE I&HT AT 6RADE ELEVATION NEH DECK AT RESIDENCE Icndin ____one do"Gum amm andin ""soft.EM.,..,� EXI5TIN6 EXISTING NEA POOL K POOL DECK 76RADE EXISTING GRADE ELEVATION EXISTING POOL &RAPE/ ELEVATION UE V A]I-10% I'Mm 0 S E At';ft T 10% 14 A f V ON 0 L Am R E A B D& E mr( SCALE: 1/4" = V-0" I D RE L AJ"' D DY 0 K FN = CUTCHOGUE, NEW YORK DATE: 6 118 / 2021 REVISED DATE: 9 / 12 12023 � 0 A 7ALo U RAL TALGAT �j,�'�tt`C' A ARCHITECT 4 436 7th STREET GREENPORT, NEW YORK 11944 BUILDING PERMIT SET �o (631)477-8963 LOT COVERAGE TABLE SITE AREA TOTAL: 55,5'�S sf 04 �vt, STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE 'Z p'O RESIDENCE: 2,72q sf 4.ci0% 2,72ci sf 4.ci0% -410.`4I� DECKS: 2,465 sf 4.45% 2,614 sf 4.7% SWIMMING POOL: 824 sf 1.48% 824 sf 1.48% }, EN,D EXISTING SHED TO BE REMO\/ED: I16 sf 0.20% 0 sf 0 �- 0? EXISTING GARAGE UNDER CONST : 1175 sf 2.11% 1175 sf 2.11% TOTAL: 7130cf sf 15.12% 7,542 sf 13.IQ% R = 22.00' L = 33.90' N/0/F N/0/F ELLICE TOSCANO 3295 HAYWATERS LLC 4 BEDROOM RESIDENCE Residence Residence COVERED UNDER CONSTRUCTION O DECK � COVERED ENTRY I N51°57'30"E 350.67' N/0/F rn 1 p — — ANNELIE PETERSEN .131 , �� rn ASPHALT Residence 4 DRIVEWAY f y A�% $o- A� Ck / / CTU AL) 28, (DEEv) STAIRS AND / WALKWAY FROM DRIVEWAY TO POOL AND DECK ASPHALT DRIVEWAY / / L C A I I IN-GROUND _ �.5f' 4 ? �' -----—� Cree oil dwaters POOL , ve / N/0/F a� `--- --_J FREDERICK W. LEWIS e R Vacant Land �a N/0/F JEAN ROLLAVER 39; „ ti J'° Residence 4 p SSd / 0 `ers Litlet °� Al S J,is N Peconic Bay tOn GA GE UNPER '4CC�4c CONSTRUCTION: 1� S7,�jC SPRY GO CRETE d � rU, FO NDATION B ILDING PERMITS / / SITE edcl$ # 5005a # 515-12 $ �a 38466 � # 43655 �` / N/0/F / � SHED TO BE JOSEPH & SANDRA REMOVED CICHANO WICZ LIVING REVOCABLE iT E LA q- SCALE: 1" = 20'-0% " SCTM # 1000-111-11-30 o / ADDRESSY� CUT HOGUE NY 11935D OWNER: STEVE LADDY & ELLEN OKIN 000 h TU AL) --� - rr_ SITE: 55,693 sf= 1.28 ac 000, ,,y,1 t(AE v) .f� � � ''i `l;` .ZONING: R-40 Ell s27°gS2�,��so" Y : SURVEYOR: Scalice 1 South BayLand Surveying N/0/F MAY - 6 �Q24 Islip, NY 1151 Normar. V Godfrey LICENSE #050966 DATED 11/16/2020 D D Y &'a'4 0 K N KI CUTCHOGUE, NEW YORK DATE: 7 / 26 / 2023 REVISED DATE: 9 / 12 / 2023 REVISED DATE: 5 / 6 / 2024 ��p C. JQ�,` TA Z . A U RAL TALGAT Af ARCHITECT 024 �p� 436 7th STREET REVISED PLAN DURING CONSTRUCTION GREENPORT, NEW YORK 11944 '' ''" (631)477-8963 12' 12, 12, 12' 12, I'-2 LOCATE GONG FILLED — — ——— — — -- - - -- - - - -- - - -- - - -- - - - — - - -- - - - - - - SONOTUBES ACCORDING TO FIRST FLOOR STAIR DECK PLAN I (3) 2x10 PRESSURE TREATED GIRDER I A I B C p ®U �N , q - - - - - - - --- - - - - - --- - --- --- - - � 3�2x10�PRE55URE TREATED GIRDER 1-71-111 — I'-4" 14'-4" (2) 2x10 PRESSURE TREATED LEDGER W/ 5/5" 1 -1'-:2 TITEN MASONRY SCREWS AT 16" Or-. 3" EMBED tn p NEW 10" DIA (3) 2x10 P 55URE GONG FILLED (2) 2x10 P 5SURE O TREATED RD R 50NOTUBE 56" TREATED LEDGER W/ 3/8" d x d BELOW GRADE TITEN MASON Y SCREWS (V N TYPICAL NEW 8" THK GONG I AT 16" OG EMBED FOUNDATION WALL 1 — = Z I NEW 8 THK —I GONG WALL i V v (2) 2x10 PRESSURE TREATED ID6ER W/ 3/8" QO O TITEN ASONRY SCREWS AT I " O 3" EMBED O v I O ® IY v I— NEW8"AW �O I x0 00O i GONG FOOTING W/ 2#5 REBAR >- NEW CRAWL u.� `9 CONTINUOUS ® SPACE 1 0 100 I (2) 2x10 (2) 2x10 F 2" THK GONG SLAB ON x U COMPACTED SUBGADE I 0 NEW WALLS NEA CRGAAL I �, v NEW 8" THK R GONG WALL z1 111 O i /FIR.STVE F ON 2' THK GONG 1 p O �� I SLAB ON COMPACTED ( 0 p NEW 8 Ab SUB6RADE 1 O i xN I GONG FOOTING N � _ W/ 2#5 REBAR PROVIDE #5 REBAR I NEW 3" OD PIP d) CONTINUOUS DOWELS, 12" OG, 18" COLUMN ON 24' w m (2) 2x8 ALIGN LONG, SET 6" INTO EXT6 I NEN 4x4x1/4 STEEL NEW (5) a 1/4" SO x 12" DEEP — GONG, GROUT SOLID TYP 8 NEyy GONG FT6 COLUMN ON 30" SQ x LVL GIRDER xlb„ 12" DEEP GONG FT6, W/ BELOW WALL GONG FOOTING 1 (3) #4 EACH WAY, SETS 1 W/ 2#5 REBAR 4 OFF BOTTOM, TYP I CONTINUOUS RYER X15HE � � , EXISTING GONG PROVIDE 36" WIDE I FOUNDATION WALL — — — — 0 OPENING FOR AGGES I PROVIDE #5 REBAR TO CRAWL SPACE i DOWELS, 12" OG, 18" I Q v I EXISTING I LONG, 5ET 6" INTO EXT6 I O LAUNDRY wO GONG, GROUT SOLID TYP I O V I v W 1Ox45 NEW NEW WALLS O ® XISTIN � EXISTING NEW WALLS >tr_ O x 0 0 POST ABOVE ON N I OIL I INTERIOR f ABOVE ON I I o s I ABOVE FIRST FLOOR z i TANK e WALLS FIRST FLOOR x ® I N O ® I ON FIRST N q LF EW 4x4x1/4 +�s� I I NEW Emer enc Egress x N FLOOR I VERIFY EXISTING WORK SHOP I I g y g L I x z � `-' Window "GMT2840" o ry F EXISTING lu STEEL EXISTIN STL F=p � K- STRUCTURE I NEW 4x4x1/4 STEEL ICOLUMN GOLU N TO i N Z 10 REMOVED I COLUMN FILLED WITH ILLED WITH W ARCH TEGT 13 CONCRETE ON 56" SO x EXISTINC7GONG ON _ EXISTIN6 EXISTING E 15TINS W 8x48 or a I I 16" DEEP GONG FT6, W/ iCONCRETE EXISTIN60 i BEAM STEEL STEEL W 1Ox45 m (4) #4 EACH WAY, SET FOOTING HEAT EXISTING +�s� ABOVE COLUMN COLUMN K YV 8x18 4" OFF BOTTOM, TYP EXGHANG R I BATH tV I — — — REMOVE - - EXISTING JX15T]NG _ NEW BILGO "Sca eWEL N I MASONRY I IBOILtR O ( — — NEW POST ABOVE P ADDITION I EXISTIN6 i I CHIMNEY I MO D O)UO ON FIRST FLOOR EXISTING Emergency Egress Window + EXISTING STEEL � — — FOUNDATIONS — F IL- I ON NEW 4" STEEL O I Well - 4048-54" L BEAM COLUMN REMOVED EXISTIN6 O I COLUMN ON 24" 50 BEAM -1 OQ EXISTING EXISTING NEW ABOVE I ABOVE ►►-= GONG 2 GAR I POST W 8x18 BEAM x x 12" DEEP O O , ABOVE CONCRETE FOOTING O I FOUNDATION O_ GARAGE I ABOVE i x ® WALL -1 I ON FIRST z_ N N ® EXISTING FLOOR NEW POST ABOVE ON O Q EXISTING I I FILL NEW HALL 0-1 w yw z 0 x m Q FIRST FLOOR ON NEW XSTRUCTURE �y F , ~ REMOVED I 13 UO EXISTING FLOOR 4x4x1/4 STEEL COLUMN ul i � O I IL, 2 C ARR S GTURE ON 24" 50 x 12" DEEP S I G x tu Q�D GARAGE ABOVE GONG FTG , N4/ (3) #4 (3) 0 5TA IRS N ® 1 EACH WAY, SET 4" OFF \�� UP ISTI E HOT 1 I O BOTTOM, TYP 0+ TAN R TE c`I NEW 8" THK I EXISTING i H GONG WALL I N GONG X FOUNDATIO PROVIDE 30" WIDE (2) 2x8 I lu 2x10 PRESSURE TREATED LEDGER W/ /8" TITEN 0 WALL OPENING FOR ACCESS +� EXISTING NEy4 CRAM 3'-6" MASONRY 5GREW5 AT lb" Or-. 3" MBED TO CRAWL SPACE Ib 8 VERIFY �ry I EMETERiG SPACE i O O NEW POST ABOVE ON 1 FIRST FLOOR TO EXIST GONG FOUNDATION �L v 10' ADDITION (2) 2x8 >� ® I w O PROVIDE�#5 REBAR DOWELS, 1 n I ( 10 12 OG, IS LONG, SET 6 INTO I N PROVIDE #5 REBAR I ®- EXT6 GONG, GROUT 50LID K O I ( DOWELS, 12" 00, 18" O N NEW 8 IN 'GYP I NEW CRAWL i z-7 LONG, SET b" INTO EXTG I ry d 0 GONG FOOTING YV/ 2#5 REBAR I PROVIDE #5 REBAR REB R I SPACE I ( GONG, GROUT SOLID TYP I z O CONTINUOUS DOWELS, 12 OG, I 2" THK GONG SLAB ON _ LONG, SET b" INTO COMPACTED SUBGRAD EXT6 GONG, GRO T I NEW 10" DIA SOLID P (2) 2x 1 O 50NOTUBE 36" PRESSURE® GONG FILLED 2x10 PRE55URE TREATED LEDGER W/ 3/8" TITEN BELOW GRADE MASONRY SCREWS AT 16" OG 3" �MBED I TYPICAL d) II i ` L. 1" I'-4" 1'-4" A ZS` nn N T L 0 LA In Im m N" � 1' � � tm SCALE: 1/4" = -0" O NA DY 0 K H-1 R-- D N 2 2X10 PRESSURE TRE^TEUICSTMER CUTCHOGUE, DATE: 3 / 23 / 2021 NEW YORK T - - --- - - -- - - - r - - -- REVISED DATE: 8 / 2 / 2021 S I'-11" — s'=8"_ 8'-II"I -r' b'-5" 1'-II" REVISED DATE: 5 / 6 / 2024 mIr - - - - - - - --- - - URAL TALGAT AR C - - - - - - - - - - - - 4r�\�Qp� TA1G9 ` r ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 REVISED PLAN DURING CONSTRUCTION (631)443° Q� 4 8 77- 963 o1 EXISTING POOL WOOD RAILING 56" HEIGHT 27'-2° TYPICAL 4' 4' EXISTING POOL DECK landing landing A B C f DN 8 9 ' 7 NEW EXTERIOR DECK � NEW ALL GLASS I I CORNER WINDOW SEE STEEL BEAM DN DETAIL 'or-,"15'-b" la'-3" landing NEW P05T 6 1'-4" 14'-4" NEW POOL DECK 4x4xl/4 5TE L NEW CASED EAM ABOVE NEW CASED BEAM ABOVE in (2) 2x10 CONTINUOUS I (5) q 1/2" LVL _ 3 Cl 1/ "LVL q 1/2" LVL ll`EW tt EW ALL GLASS GAB NTRY I NEW FAB CORNER WINDOW E P05T I cn NEW COVERED I z 0 v COLUMN TYPICAL SEE ENGINEER'S DETAIL O 00 W z I EXTERIOR DECK I � > 4x4x1/4 N-F O H/ POST x= STEEL O �lu-ZD I OR HOLDCDONNS -MATCH SLOPE OF ROOF I 'Sip cV I COLUMN Q I I/2" PLYWOOD ONE I z v O -' • • I d, � ��J � ® Q I SIDE OF WALL FOR � NEW POST �+� z Q SHEAR WALL 4x4xl/4 STEEL I V cn I NEW COLUMN ` O V I (3) q 1/2" LVL FLUSH 41^AK LWAY _ tu z I N H O NEW i i z v _ K 0= MASTER �6 11J S O z O- BATH o m I NEW LIVING AREA v;�D O O �F I -� STEEL BEAM DETAIL ' � KITCHEN 0 n 4' 4'-q° 00 Vo z AT EXTERIOR WALL y''� I �o � ® +�° "� N� ASTTWER I °' __ TYPICAL. 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FD AND CONDITIONS OF L = 33.90 E'''' `�!!l nI=ZR`_ NOTIFY BUILDING ;_?ARTMENT AT ---- i 65-1802 $AM i C' 4 ;4 FOR"THE 'r'' NG BOARD �. FOLLOWING INSPECTIONS: T4x INS? ,TIJNS: -'-" � SCU HC�DJ TO TRUSTEES1. FOUNDATION • T'Al REQUIRED NEW COVERED NEW ADDITION EXISTING RESIDENCE o FOR POURED C�nr.,, ETE N LOT DECK 2. ROUGH - FRAo��!Pd^ F PLUMBING >9 NEW ADDITION TAX LOT 29 N1a 3.4, FINIAL IUATCOOP�a Rt l;'IC N MUST NEW COVERED BE COMPLETE FJF, ,C.O. N51`057'30"E ENTRY 350.67' ALL CONSTRUCTION SHALL MEET THE OCCUPANC\r` OR REQUIREMENTS OF THE CODES OF NEW U3U' m YORK STATE. NOT RESPONSIBLE FOR USE IS UNLAWFUL _ DESIGN OR CONSTRUCTION ERRORS. WI THOUT CERTIFICATE q 1�j� rn EXISTING DRIVEWAY OF OCCUPANCY WATER RUNOFF LOT 10 PURSUANT7 RETNORM TO CHAPTER 236 C� 2. o ti��wwq RY OF THE TOWN CODE. ELECTRICAL o ►" o ;w `a ow INSPECTION REQUIRED EXISTING DECK5 TO BE REMOVED - - SFNr �'•g ° fir' ��° PLUMBER CERTIFICATION 4 0 �'�ck D O ` ON LEAD CONTENT BEFORE i 1n XI TIN .4' ---�- F/ ATE OF •'- �- RTI F M ,., CE C TRUSS PLIiC�ll�Dllda>REAI�IR>,D 2. - - R ID C SOLDER USE D IN WATER 1 28�' - SU NEl^l -- 1 PPLY SYSTEM CANNOT 1; Sol �R� DEG ' 4• NEW PECK c,� i ' N ;' ; EXCEED 2/10 OF 1% LEAD. xl TIE li j FM LOT 393sL.Y�t R TAX LOT 30 28. ENCLOSE POOL TO CODE 2$ , (DE UPON COMPLETION 4181° `,"ZEFORE WATER' NEW STAIRS AND i' WALKWAY FROM _---- - P W LUMBING,-c ALL PLUMBING WASfi E DRIVEWAY TO POOL AND NEW DEGK °� S &WATER LINES NEED m� y11 TEVING.li ORE COVERING � •�kj>"_"'"_-_-- -- -' EXISTING ASPHALT �g Q POt�cG �� 1 I AY / �g O� EXISTING lLAANr,> / iG� ��, 15�1NGASpHA�T �R� ED�Ax L PECK UGED IN c` oo I� �X 51ZE TO BE OGATED ti --- + provide Manua% OUT OF R YARD SETBACK, K AND \�l oq�� ,� �--- -_-J' / 1>�D�� POOL L GA pall 0 �r �1 / and S as per "A"NON MAP LOG AB VE G,BADE l � i D �� NYS Energy Code MOd Creek m ro dwaters S� a0 EXISTING ove �o° ate R �-y WALKWAY TO �a F� / BE REMOVED o° door E ONC/NG c iid ductwork n s NEW ADDITION ter FDDNDAVoN u testing required. nicLift B Peconic Bay / ton R - ar• GG Z G N N EXISTING SHED d TO BE ` o REMOVED1 • � All e��F,.��, a �►�l�tii}g � �. / d installed,replaced or a �P d q. N repaired shall conform SITE Pd°s�� — p to Chapter 172 T SCALE: 1 20 -OCodee m L , of the Town OT v / Fire separetion ,CV required as per s NYS Code ; !1101 1 "" ATA (A Ev) (Df 527.0, 6 --f s2"•'' SCTM # 1000-111-11-30 PROPERTY.: 3280 WUNNEWETA ROAD ADDRESS CUTCHOGUE, NY 11935 x LOT �y OWNER: STEVE LADDY & ELLEN OKIN SITE: 55,593 sf= 1.28 ac ZONING: R-40 SURVEYOR;: Scalice Land Surveying 1 South Bay Avenue Islip, NY 11751 ,'LICENSE #050965 DATED 11/16/2020 r' D rpm 14 C rmm LADDY & OK [) �J�, CUTCHOGUE, NEW YORK DATE: 3 / 23 / 2021 REVISED DAZE: 6 / 17 / 2021 JUN 2 2URAL Ill ?nit A' LGAml ARC F ITECT r 1 436 7th STREET GREENPORT, NEW YORK 11944 (631)477-8963 BUILDING PERMIT SET �j�' y" 0 EXISTING BATH EXIS"ING L BEDROOM EXIST EX15T C EXISTING BEDROOM do EXISTING BEDROOM r EXI5t EX15T 5HF i C-L J CIL O EXISTING HALL - � SKY l I SKY l LIGHT LIGHT EXISTING OVEN CABINET 0 POWDER �/ BATH �J EXIST EXISTING DINING AREA Cli- EXISTING o KITCHEN 0 EXIST EXIST GL CL EXIST EXISTING GL -SECONU FLOU" R PLAN .1 1MASTER SCALE: 1/4" = V-0" FLOOR AREA: 977 sq ft STOVE EXISTING REF HALL DN �XI S7 EXISTING L� MASTER BEDROOM EXISTING N Y EXI5TING LIVING ROOM FOYER 1 UP i RYER SHE EXISTING LAUNDRY EXISTING 2 GAR O I L L GARAGE TANK RST ' OOR F" L SCALE: 1/4" = V-0" FLOOR AREA: 1,413 sq ft 0 . HEAT EXISTING EXGH NGE WORK SHOP O O O BOIL R n(D � i EXISTING HALL UP TER HOT TANK TER A ELEGTRI G METER I In u I N -FEFIASEMENT FLOOR& A F&I.ADDY OK .-- N Rr. %xlD "'= N E, SCALE: 1/4" = V-0" FLOOR AREA: 1,413 sq ft CUTCHOGUE, NEW YORK DATE: 3 / 23 / 2021 U R L TALGAT ARCHITECT 436 7th STREET OWN GREENPORT NEW YORK 11944 BUILDING PERMIT SET (631)477-8963 P 5' verify SONOTUBES ACCORDING LOCATE GONG FILLED-�� - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — ——— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r TO FIRST FLOOR STAIR N DECK PLAN �lf (3) 2x10 PRESSURE TREATED GIRDER �1 A BOO C 7 8 Q�4 9 I _ �QZ—Q a Q ®� - - - - F- 111� It Oxdlf I r O 35'-2" -I'-�" z Lu IT 1" 14'-4" I'-I I" I I (2) 2x10 PRESSURE TREATED LEDGER W/ TITEN MASONRY SCREWS AT I6" OG 5" EMBED _ _ _ NEWT " DIA (3 2x10 P 55URE CON FILLED (2) 2x10 P 55URE D RD R SON TUBE 56" -- -- - - -- --- --- —I m 'TREATED LEDGER W/ 3/8" - B OW GRADE NEW 8" THK GONG TITEN MASON Y SCREWS 4% I TYPICAL % AT 16" OG " EMBED FOUNDATION WALL NEW 8" THK �l I 2 x " GONG WALL 1 O p i L_ TITEN A50NRY SCREWS AT 16" 0 3" EMBED fi NEW 8"xl b" O I cv � Op O GONG FOOTING �_ N J- W/ 2#5 REBAR > NEW CRAWL K— lL I CONTINUOUS ® SPACE 1 Z O p (2) 2xi0 (2) 2x10 2" THK CONC SLAB ON x 0 NEW 8 THK COMPACTED 5UBGRADE I N NEW WALLS NEW CRAWL I GONG WALL z-71 lu O FIRST ABOVE OR SPACE pp O O z 1 2" THK GONGSLAB ON - I COMPACTED I IL O ® Q NEW 8 xlb 5UBGRADE I I Q GONG FOOTING I ry W/ 2#5 REBAR PROVIDE #5 REBAR NEW 3" OD PIP i K 0 cJ CONTINUOUS DOWELS, 12" OC, 15" w O ' LONG, SET b" INTO EXTG 1 COLUMN ON 24 z (2) 2x8 ALIGN NEW 4x4x1/4 STEEL I NEW (5) a 1/4" 50 x 12" DEEP GONG, GROUT SOLID TYP I COLUMN ON 30" SQ x LV GONG FTG L GIRDER I-----NEyy 8"xib" 12" DEEP GONG FTG, W/ BELOW WALL (3) #4 EACH WAY, SET ABOVE I GONG FOOTING ig 4 OFF BOTTOM, TYP / W/NTi REBAR �. GOTINiJOUS 1 ISTIN *TIN EXISTING GONG Ei� FOUNDATION WALL — — — — PROVIDE 36" WIDE ,'� � �? aration OPENING FOR ACCES PRE?VfDE #5 REBAR TO CRAWL SPACE O v ' required as per DOWE LS, 12" OG, 18" EXISTING I LONG, SET b" INTO EXTG O I Nys code LAUNDRY O CON(., GROUT SOLID TYP W 1Ox45 I O Z 1 O V 1 v NEW NEW WALL5 x p E-XI5TING I EXISTING -a O x O O POST ABOVE ON I OIL INTERIOR fNEN WALL5 ON O s -1�p ABOVE Z I TANKFIRSABOVE FLOOR N ® 1 100 FIRST FLOORx - I ON FIRST +�s �I r O a I FLOOR x NEW 4x4x1/4 VERIFY ZA TING WORK SHOP O ~ I PI"W Emergency Egress z N �' Window "CMT2840" o �j EXISTING lu STEEL I EX5TIN& 5TL F-p �� 1 COLUMN r•i 1 N 1 N STRUCTURE NEW 4x4xl/4 STEEL .�LUMN TO FILLED WITH ARGH�TEGT_ x z REMOVED I COLUMN FILLED WITH HS to 6 CONCRETE ON 36" 50 x GONG ON -- -- EXISTING �� EXISTING E ISTING I W A IO or a I I lb" DEEP GONG FTG, W/ 1 CONCRETE Ex15TIN5- — 0 I BEAM s-�� STEEL STEEL w 1Ox45 m (4) #4 EACH WAY, SET FGOTING HEAT I EXISTING +�s� ABOVE COLUMN G LUMN W 8x18 4 OFF BOTTOM, TYP EXGHANGgR I BATH REMOVE ExI5TIN6 r C 1 EXIST�N� �r 1 NEW BI1.-CO "5ca eWEL N I MA50Nr Y I IBOILM O NEW POST ABOVE Emergency Egress Window EXISTING I CHIMNEY REMO D O v ON FIRST FLOOR g y g „ ADDITION I EXISTING STEEL 1 _ _ FOUNDATIONS L — >I_= ON NEW 4" STEEL � O EXISTING p I Well - 4048 54 TO BEAM COLUMN REMOVED EXISTING p Q I COLUMN ON 24" 50 BEAM O EXISTING EXISTING NEW ABOVE ABOVE LL.= I GONG v W 8x18 BEAM x x 12" DEEP O p 2 GAR POST N ® O FOUNDATION 1 ABOVE CONCRETE FOOTING I O- GARAGE ABOVE %b I x ® WALL ON FIRST z to N FLOOR NEW PO:�T AF-OVE ON EXISTING O O O EXISTING a I FILL NEW-•/ �� , HALL D 7 w w z x N O !P,5T F-GOR ON NEW X cV REMOVD p EXISTING FLOOR 4x4xi/4 SVE=EL COLUMN w I EXIS ING � � X� O I IL= GARAGE S ABOV.= :NI 24" 50 x 12" DEEP � 5TA R5 W z O - C.GNC Fl"G , L~J/(�s) #�, (3) O EXISTING N p i 1 A0H WAY, SET 4" OFF \yw UP ISTI HOT V GTTOM, TYP l9 0+ YVTAA RYqATER) cV NEW 8" THK I z EXISTING I HATE GONG WALL I N GONG 1 I X FOUNDATIO F-f-10VIDE 30" YXIDE (2) 2x8 I EXISTING w WALL OPENINS FOR AGGC55 W CRAWL I6'-8" VERIFY 1 TO CRAWL 5FA.CE I E ETMETER NEIC SPACE I NEW F05T ABOVE ON 1 1 O O FIRST FLOOR TO EXIST (2) 2x8 .o GONG FOUNDATION 10' ADDITION IN I PROVIDE #5 REBAR DOWEL5, 1 X 12" OG, IS" LONG, SET 6" INTO I N PROVIDE #5 REBAR EXTG GONG, GROUT SOLID I K NEW DOWELS, 12" Or,, IS" NEW 8"xib" TYP I I z- I LONG, SET b" INTO EXTG 1 GONG FOOTING CRAWL W/ 2#5 REBAR I PROVIDE #5 REBAR SPACE GONG, GROUT SOLID TYP CONTINUOUS DOWELS, 12 OG, 1 2 THK GONG SLAB ON 1 LONG, SET 6" IN O I COMPACTED 5UBGRAD 1 EXTG GONG, &RO T SOLID 7YP Z — ' - - -�- - km In FILLBAS" EMENT FLO"' OR wr""' LAN 1 V l�Sf 2'-6" 2'-6" I 54 a. rim SCALE: 1/4" = 1'-0" r NEW 8" THK �' ; r D FLOOR AREA: 1,413 sq ft GONG WALLS -m Rrm ADDITION FLOOR AREA: 282 sq S ' R":'E' N CM ft m NEW 8"xib" CUTCHOGUE, NEW YORK NEW TOTAL FLOOR AREA: 1,695 sq ft I GONG FOOTING _1 .,; — W/ 2#5 REBAR C FILL CONTINUOUS DATE: 3 / 23 / 2021 n REVISED DATE: 6 / 17 / 2021 ' !----- -� / NEW 8" THK GONGG WALL FOR STAIRS ARCHITECT 436 7th STREET 4 GREENPORT, NEW YORK 111944 BUILDING PERMIT (631)477-8963 -t EXISTING POOL WOOD RAILING 56" HEIGHT TYPICAL 4' 4' 5' EXISTING POOL DECK landing landing A � B C DN u� DN 7 NEW EXTERIOR DECK 8 - I 1 NEW ALL GLASS I CORNER WINDOW SEE STEEL BEAM DETAIL "0" I DN IS'-b" � la'-3" Q'--�" I'1'-111 NEW POOL DECK landing NEA POST 4x4xII/4 STEEL I I'-4" 14'-4" FGPi1610 — � ;,.��-r�=mom- NEW CASED EAM ABOVE NEW CASED BEAM ABOVE® (2) 2x10 GO (5) cf 1/2" L',/L (3 9 I/ "LVL I/2" LVL GAB - o OVEN REF REF I 00 tt CORNER NEW PREFAB EW ALL GLA55 tY N = m TW2032 NEW COVERED I x z N 0 COLUMN TYPICAL WINDOW v -- EXTERIOR DECK '�NSINEER'5 DETAIL tiff O O — z / @ O POST CLAMPS SEE E � X= NEW P05T p 1u- I OR HOLD DOWNS O ti� N 4x4xl/4 F= I 1��' M _ v O- �MATCH SLOPE OF ROOF I ,p $ PL. WOGD ONE I STEEL z -7 r3 Q' Q c31Vc OF WftiLL FOR oo m � COLUMN SHEAR �4LL NEW P05T z Q FGP11610 4x4x1/4 STEEL v � m cn I COLUMN 130 I (3) 4 I/2" LVL FLUSH , NEW I ; W x N 0 NEW WALKWAY = X117 ~ 13 MASTER %w � � 8ONEW LIViN� AREA v b � zO KITCHENZ mti ISLAND O 0cv) c i f 4' 4'-cf" V 0 I , STEEL BEAM DETAIL fi�'� I n K @ o X= O � NEW ( - o AT EXTERIOR WALL j +� - � MASTER TYPICAL IN-LINE BASE PLATE NEW I — — ___ _ __ _ —� ___ __ _ �� hover w ° K N BEDROOM ' J 1 NEW POST KITCHEN I +/ - (--�— ( o 4x4x1/4 STEEL �� z z SITTING ROOM z U COLUMN I DOUBLE I toilet (2) 2x4 JACK P05T I EXISTING m STOVE SI - I REMOVED 5TN& WALL5 room WALLS `t �_— — _—�� NEW 2x4 REMOVED NEW 2xb — — I BE WIDTH DEFT EGTION NEW P05T INTERIOR I EXTERIOR — —_ — — — — — — W I 96 12 1/8" 0.45" or b n�h WALL TYP .� WALLS — — — — — — — — — 4x4x1/4 I (2) II '1/8" LVL W 1 53 8" 0.64" or STEEL TYPICAL W Iba5"1 '1 1/8" 0.46" UN COLUMN pocket door cSJ N�W BE M ABOVE 3o x — — r--�-®� — —� — �� washer dryer 42x80 N WNECOOLER N_I` r — - F_ — Fci — i 5 5 1 WALLS ABOVE I _�U I shf 0 z I z " MIA SIMPSON I 1�'' ACRYLIC TIE- ' TYP II4n POWDER z NEW I I I THR H 10" MIN EMBEDED NEW 2x10 CEILING (A BATH 0 I LAUNDRY u G O5E BEAM WIDTH DEFLECTION " I EXISTING JOISTS a I6 OG NEW DINING- AREA: VII'-' �+ 1 HS5 COLUMN W 14x120 14 5/8" 0.55" or I I I W Ibxl00 10 3/8" 0.34" NEW 2XIO RR NEW POST 7_ ? �J I EXTERIOR I6" or-, 4x4xl/4 NEW 2x4 it) 0 n WALL5 STEEL INTERIOR I X +� S" x 6" x 15" COLUMN WALL TYP ui' I oj0' counter TEEL BASE PLATE I ILLL I — — — (2) II V "I IVL M N BASE I _ 4'xb' wide pantry I/2" PLYWOOD ONE 1/2" PLYWOOD ONE m O EXISTING I pocket do r STEEL COLD I open to kitchen 51DE OF WALL FOR SIDE OF WALL FOR u, 0 O HALL �� 42x80 I SHEAR WALL SHEAR WALLNEYS m m N �-= I 80 TYPICAL IN-LINE BASE PLATE I I PANTRY S a o I o+� EXISTING X cased I INTERIOR x Ali opening DN EXISTING 1�LL5 NEW _ F_z 54xa0 POST NEW I I NEW A�DIO VIbEO; I NEW I I I EXI TINS BEDROOM NEED A 4 BOLT CONNECTION IF 9-I b-10 CABINETRY x o MASTER o CABINETRY II CABINETR-� 1, COLUMN (NEIGHS OVER 300 LBS (4) 2xb I PO5T 4 (4) 2x4 - ___—____--1— - ____ w ST IRS 430 I z 3 I JACK EXISTING INTE 10k J (4) 2x4 I -1= I N 0o I POSTS WALLS I POST ., O I x z O (2)q 1/4 LVL X Ul p 0 Q EXISTI G �, " _ — --- c� NEW SUN ROOM I I O i L M A50N1 Y ��p o ° FIREPLACZ 0 0 z Ul _ °O REMOV'-D ILI (4) 2x4 0 - z ( I c i > X x FILL IN N"--W �ti; Ulna POST X " DIA 51MPSON ACRYLIC TIE- o O I O _ N ` 0 N FLOOR NEE Dom-'- X & w 10" MIN EMBEDED z Fes- I Fz-- c j o N STRUGTUr�E �I� o j I T EXISTING " STEEL BASE PLATE 3 J ( I X 0 Q BEL ABO D �IunA Q I N W EXISTIN v ry l0 ry I N WALLS EXTERIO y X I I w N 0-a REMOVED I STAIRS NEW P05T tf 0 p O III I y j s WALL5 _ HS5 COLUMN i v2°x4" I � �,+� n� � m� � (�a v� �-YJ� .a„ — ... FOUNDATION STL TUBE - �_ 1 — u �J p W/ (2) 3/4 xa 5TL PL p — — — — — WALL m w tr�� I _ —� I EXISTING EXISTING NEW ALL GLA55 z N (4) 2x4 EXISTING 3/8 ^ I I I NEW JACK EXTERIOR WALLS (4) 2x4 I -� CORNER WINDOW POST ABOVE TYP POST NEW (5) q 1/4" LVL CONTINUOUS (4) 2xb P05TS WALLS I �I I POST _�_ (4) 2x6 i C}. r - - - - - - - -_NEW PICTURE EXISTING EXISTING EXISTING _ UP m lo' ADDITION NEW POST (4) 2x6 I 13'-5" NEW ENTRY FOY R d) (0 z 3 " Cl 4" 5" I" NEW ALL GLA55 — ----------- �— OPEN TO x o I O CORNER WINDOW I I O ABOVE NEW P05T � t�EW X N = qq I -I 1 1/2"x4" I I GL I I o Q STL TUBE MIN HEADER CORNER BASE PLATE DETAIL SIZE (2) 2x8 POTS I (5) 2xIO NEW COVEREI: EXTERIOR ENTIkY NEW TERRACE — j TERRACE cV O 2"THK STONE PAVERS ON 5/4" THK GROUT ON 4" THK GONG i z SLAB W/ bxb, 10/10 WY4M ,i _NEW CASED BEAM ABO r3T2x10 RES, FIRS01" FLOOR%` P" LAN ."LAD D Y & 0 K -r 1 4 I 1 4 � CUTCHOGUE, NEW YORK SCALE: 1/4" = 1'-0" _ NEW PREFAB COLUMN TYPICAL EXISTING FLOOR AREA: 1,413 sq fit W/ POST CLAMPS DATE: 3 / 23 / 2021 OR HOLD DOWNS REVISED DATE: 6 / 17 / 2021 ADDITION FLOOR AREA: 1,335 sq ft NEW TOTAL FLOOR AREA: 2,749 sq ft UP NEW STAIRS L T 2" THK STONE TREADS ON 3/4" THK GROUT ON 4" THK GONG ARCHITECT SLAB W/ bxb, 10/10 MM W/ 15'-2" ADDITION STUCCO RISERS � 436 7th STREET ��. GREENPORT, NEW YORK 11944 x 631 477-89 BUILDING PER ITSET r r ( � 63 :y A B C 7 8 9 d - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WALLS i I i BELOW , I I TYP NEW 2x6 WALLS EXTERIOR r- - - - - - - - - - - - - - - - - WALLS BELOW TYPICAL TYP I2'-6" I ' 5" 1'-5" 5" I 14'-4" 5" 5' 5" — — — — — — — — — — — - CMT3 6 CMT3046 M CM 3— _ — — C T2040 CMT3046 Li (3) 2x10 (2) 2x8 - — — — — — )1 ( ) 2x10 II�TI1�G — �x —( �ic�9— I �- — — — WALL5 (J L — — — MOVED EXISTING , �i BATH ' I NE , to Io+ U v EXI5TING I BA v v 8o p BEDROOM i - - - _ p0 xl z_ w K Ul z 3 4' � v i w up �0 — v �L — uv ' Op 00 + _ 00 ,y�0+� I K i t I NEW `D�� cxv EXISTING cv I N — i � ;, GL INTERIOR ® x tu z ® NEW �+ z I WALLS z N EXISTING (1 II 1/4 LVL RIDGE GL (I) 1/4" LVL RI GE (I) II 1/4 LVL RIDGE EXISTING cV + — - NEW 2x4 I -rBOVE INTERIOR —NE W-HAL I +'00 WALL TYP �, EXISTING WINDOW EXISTING ZJ I a v REMOVED GLO5E lY 0 v O EXISTING-1 {� NEB BEDROOM z UP WALL WITH NEW O MASONRY �BALG DN p/ E- � FRAMING AND z= N CHIMNEY 0 v N ® FINISHES TO N I N ® w p REMOVED 0+� NEW p, 0 O O I MATCH EXISTING 57<W I w z U� v NEW 0 r c EXISTING O O CL EXTERIOR = _shower_ shf \p NEW (j E WALLS EXISTING in NEN �+ RR ® xl o BEDROOM I BATH @ 16"OG z ®I N W WALLS G — ST IRS — — — — — — — — — — — —— —— — — — — — — — — REMOVED I (5) II 1/4" L L (3) 2x10 T3028 CMT3028 , CMT2428 OPEN�To I CMT3046 CMT3046, BE1 fOW m I � — — — — — -- --- — EW 2xl GJ cv �— ® 16" G W i I NEW 2xl RR z EW &10 RR � @I6" 5C7, ® I " OG o I � ry O O l (3) 2x10 I i P6035 LADDY OKIN R ' . S-- -,, iDt y CUTCHOGUE, NEW YORK SECONFL)" FLON"j'arK"' Fal"' LAIN' DATE: 3 / 23 / 2021 SCALE: 1/4" = 1'-0" FLOOR AREA: 977 sq ft � e ADDITION FLOOR AREA: 324 sq ft L Le NEW TOTAL FLOOR AREA: 1,301 sq ft ARCHITECT I 436 7th STREET GREENPORT, NEW YORK 11944 BUILDING PERMIT SET (631)477-8963 t A B C A B C 7 8 g x 7 8 g I I I I I I I I I I I I 111 I I I 111 I I 1.5:12 I I I 15:12 I fI I I Ill f I I I I I F- 1 I I - - - - - - - - - - - - - - - I - I - - - I 15:12 z rx I z 1.5:12 I I w l j I RIDGE VENT I I I w I I I I I ( I I I I I I I i I ' I LL F-I RIDGE VENT z I I u_ z I I I w z i Lu RIDGE VENT I I I LIS u Ll== I I z I I z 1 1 I 12:12 ' 1 I I 1 1 I �- I I r I - - I - x - - - ' 1 I I I I I I I I I I I I I I I 12:12 I I 2:12 I i I N I I I I I I I ( I I I I I I I ? I I I I i I I FAN SECO 'ND FLU" O" R PROOF PLAIM SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" LADDY & OKIN Rrrl= C CUTCHOGUE, NEW YORK DATE: 3 / 23 / 2021 URAL TALGAT '� ARCHITECT 436 7th STREET rAN GREENPORT, NEW YORK 11944 BUILDING PERMIT SET (631)477-8963 01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING SECOND FLOOR 5UBFLOOR EXISTING SECOND FLOOR SUBFLOOR El F-1 EMI Tl t - -EXISTING FIRST FLOOR SUBFLOOR EXISTIN& FIRST FLOOR 5UBFLOOR- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L L - - - - - - - - - - - - - - - - - - - - - - --- - - ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ 11 11 11❑ L DELIA I EXISTING BASEMENT SLAB EAST ELEVATIAg" N SCALE: 1/4" = V-0" SOUTH ELEVATION SCALE: 1/4" = V-0" Ell EEEJ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX15TINS SECOND FLOOR 5UBFLOOR ---E:-XI5TJN6 SECOND FLOOR 5UBFLOOR - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - I - - -H- EXISTING FIRST FLOOR 5UBFLOOR- EXISTING FIRST FLOOR 5UBFLOOR I'MOORTH ELEV"Am'FlON WEST 1ELEVAT10"' I'm' 'L' ADDY OKi ,N R Sl" D "m"' No SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" CUTCHOGUE, NEW YORK DATE: 3123 2021 URALTALGAT E 11 tr I S T I N %G" ARCHITECT j' 436 7th STREET GREENPORT, NEW YORK 11944 buILDINve L,,= LEVATluAo*'hNS BUILDING PERMIT SET (631)477-8963 E;:ISTING ' NEW ADDITION EXISTING RESIDENCE A _ - -- �CI-IIMNEY TO BE C RLF�IOVED B EXISTING ROOF 5TRUCTURE TO BE A I REMOVED 7 � i I I I - - - - - - - - - - - - I I NEW ROOFING 12 I NEW ROOFING 12 12 12 NEW ROOFING I L — L —_ — J NEW LOW SLOPE If — — ROOFING I NEW I C T3 8 C NEA +T328i MT 42 I SITRIM 4 ❑❑� I SIDING 8 i I TRIM P6 35 I NEW i C 30 6 C 3 6 ROOFING NEW ROOFING 12 12 I NEW ROOFING I NEW SIDING 4 TRIM I EXI5TING5ECOND FLOOR 5UBFLOOR -15� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � -i- - - - - - - - - - NEW ROOFING - - - - - - - E_XISTING_SEG_ON_D FLOOR 5UB_FL_OOR_ - - - - - - -ING- - - - - - - - - - - - MATGH EXIST CASED B M I it � I li it i I E x oNEW PICTURE NEW PICTURE I I EIS N i N I I I I E ISTI G CORNER WINDOW II s LJ I I I I L WINDOW I I NEW SIDING ff IM I Iur EXISTING FIRST FLOOR SUBFLOOR - - J _ J _ _ _ - - -EXISTING FIR5T FLOOR 5UBFLOOR G MATCH EXISTING MATCH EXISTIN i NEW SIDING B TRIM EXISTING FOUNDATION TO REMAIN EXISTING FOUNDATION TO MAIN NEW STUCCO I OVER NEW GONG FOUNDATION i EXISTING NEW STONE NEW PREFAB EXISTING WINDOW ENTRY TERRACE COLUMN TYPICAL WINDOW SHUTTERS 5HUTTER5 TO REMAIN TO REMAIN E 'Am S T E L E ' "A" tl 0 SCALE: 1/4" = 1'-0" EXISTING RESIDENCE NEW ADDITION EXISTING CHIMNEY TO BE REMOVED C EXISTING ROOF B 5TRUCTURE O BE EX15TIN& ROOF A STRUCTURE TO BE REMOVED — — — 9 REMOVED 7 - - - - - - - - - - - - -r - - - - - - - - - I NEW ROOFING I I I I I NEW ROOFING NEw I I I NEw NEW LOW SLOPE PROVIDE SIDING I ROOFING ROOFING FLASHING AT TRIM 1 ft I - I i ROOCHANGE C 30 6 C 3 6 MT 04 i I C 3 6 C 3 6 MT 04 C 3 6 C T3 6 i I I NEW LOW SLOPE ROOFING EXISTING SECOND FLOOR 5UBFLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I �1.5 - - - EXISTING 5EGOND FLOOR 5UBFLOOR- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MATCH EXISTING i GA5ED BEAM A5ED BEAM -JI LJI I I I I NEW PICTURE NEW PREFAB I I 2 ) I I _�— NEW I I CORNER COLUMN TYPICAL I I I I 5IDING 4 I WINDOW II — II TRIMFIF] II II I NEW I II FG 11 10Ilm I I i 5IDIN6 4 I NEW DECK TRIM I I FG 11 10 I STRUCTURE EXISTING FIRST FLOOR SUBFLOOR — — — I lid- - - - - - - -- _ _ EXISTING FIRSTFLOOR SUBFLOOR MATCH EXISTING . MATCH EXISTING — — — — — — — — — — — — — — — — — — — — — — — — II Co MNTYPICAL i I - - - - - - �1 - - - - - - - - - - - - - - - - I WEST E LIEVA T1 voo", N, S Rw" 'lDL, L',' NC �. SCALE: 1/4" = 1'-0" LADDY 0KIN" CUTCHOGUE, NEW YORK DATE: 3 / 23 / 2021 U RAL TALGAT �I ARCHITECT 436 7th STREET I' / GREENPORT, NEW YORK 11944 �J BUILDING PERMIT SET (631)477-8963 NEW ADDITION EXISTING RESIDENCE NEW ADDITION I — EXISTING — — CHIMNEY TO BE REMOVED - I \ EX 15TI NS 12 r PITCH \\\ ROOF12 1 NEW ROOF NG VERIFY / L J \\� \ 12 / \ VERFFI, EXISTING ROOF STRUCTURE TO BE REMOVED EX15TIPQ NEW 51FZI TRIM EXISTING ROOF r— STRUCTURE TO BE REMOVED 303 12 EN NEW SIDING TRIM /%/ EXISTING WINDOW --"` \ 12 VERIFY \ 1.5 SIDING / REMOVED CLOSE UP \ '\ 4 TRIM / WALL WITH NEW EX15TING SECOND FLOOR 5UBFLOOR — — — — — — — — NEW ROOFING — — / — — — FRAMING AND FINISHES — — — — — — — — — — — — — — — — - �� __ — ._ _�_ \ — — — — — — — — — — — — _EXISTING SECOND FLOOR 5UBFLOOR- - TO MATCH EXISTING �� L - - - - - - - - CASED BEAM I , CASED BEAM I ! II II I I II PF1 I II I ! II II I NEW PREFAB I I I NEW SIDING 4 TRIM ! COLUMN TYPICAL I I I I i t -- I NEW PREFAB I COLUMN TYPICAL NEW STONE DH 3 6 I I I E ISTI G I I I I DH 6 NEW I NEW DECK ENTRY TERRACE I I I I I I I SIDING ! STRUCTURE Q TRIM 1186 ! I ! I ! I I _ _ _ _ _E_XISTING_FIRS_T FLOOR 5UBFLOOR EXISTING FIRST FLOOR SUBFLOOR _ _ _ _ _ - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - - }{ - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - -fir- - - - - - - - - - - - - - - - - - - - - - - - MATCH EXISTING NEW SIDING IM MATCH EXISTING EXISTING FOUNDATION TO REMAIN -- 1 I I NEA STUCCO OVER NEW C 2 0 ! ! GONG FOUNDATION NSW Emergency Egress Window "GMT2540" NEA BILGO "ScapeWEL IRMO 0 P Rk T H E L E V A' m1mI _ — — — — — — — — — — — — Emergency Egress Window IN We I I - 4048-54" SCALE: 1/4" = V-0" NEW ADDITION EXISTING RESIDENCE NEW ADDITION IR EX15 T"6 CHII!Y;11`12`r TO BE REM✓wD Tl- --i7 ! 12 VERIFY "-'xI5TINC7 12 EXISTING ROOF ROOF PITCH NEW ROOFI q6 12 PITCH 12 1 VERIFY NEW NEW SIDING 51DING 6 TRIM `• TRIM NE 51D1 G Q� NEW SIDING $ TR!M 4 TRIM 1130 > E iSTI G E !T'G iv 12 m VERIFY I5� NEW ROOFING EXISTING SECOND FLOOR SUBFLOOR — — — — — — — — NEW LOW SLOPE ROOFING// NEW LOW SLOPE ROOFING EXISTING SECOND FLOOR 5UBFLOOR CASED BEAM II j I NEW PICTURE NEW PREFAB CORNER NEW PICTURE I I NEW PICTURE d ! I COLUMN TYPICAL WINDOW WINDOW I I WINDOW ! I I NEW SIDING TRIM i I NEW SIDING t TRIM NEW DECK I I I I NEW PICTURE I NEW STONE SIDING STRUCTURE NEW NEW PICTURE I I NEW PICTURE CORNER ENTRY TERRACE I I I 8 TRIM I I WINDOW WINDOW WINDOW EXISTING FIRST FLOOR SUBFL- -OOIR - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - I — EXISTING FIRST FLOOR SUBF- - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - MATCH EXISTING MATCH EXI5TING NEW 5TUGC0 OVER NEW GONG FOUNDATION NEW STUCCO ❑ OVER NEW GONG FOUNDATION 32x80 ne arage door -f' ht 16' EXISTING BASEMENT SLAB LA' D D Y 0 K 11N R '-. CUTCHOGUE, NEW YORK DATE: 3 / 23 / 2021 OF, m REVISED DATE: 6 / 17 / 2021 SOUTH ELEVA, 1-1 Im. mumpRAL TALGAT SCALE: 1/4" = V-0" ARCHITECT 436 7th STREET �� "✓ GREENPORT, NEW YORK 1194477 BUILDING PERMIT (631)477-8963 ua� NEE N ADDITION NEW RIDGE (1) II 1/44" LVL NEW ADI�) IT OIL 12 12 VERIFY �%'' -' `, �� TYP I GAL ROOF ASPHALT ROOF SHINGLES ON 30 BUILDING PAPER ON 5/5" EXT. 6 PLYWD ,��Y ATTIC .2 EXISTING STRUCTURE TO BE REMOVED oc NEW 2x10 GJ ® 16" OG__ TYPICAL EXTERIOR WALL NEW SIDING ON 15# BUI DING — 3'` AA � PAPER ON 5/8" EXT. 6 . PLYWD ON 2x6 STUDS ® 16" O W/ R—I1� BATT INSULATION NEW 2x6 1/2 GYP BD TYP EXTERIOR R-30 BATT NEW 2x6 WALL INSULATION EXTERIO WALL EXISTING FRO VIDE F HIN 71FIC, TYP I GAL ROOF IL IL STRUCTURE TO PROVIDE FLASHIN TYPICAL — EXISTING � LOW SLOPED ROOFIN6 ON 50# BUILDIN6 = W WINDOW W BEDROOM O BE REMOVED PAPER ON 5/8" EXT. &R. PLYWD � � PENING EXISTING STRUCTURE TO E REMOVED ' �} � _ N PROVIDE NEW 2xIO LEDGER TIED TO NEW 2x6 WALL r ' � PROVIDE NEW 2x10 LEDGER 2 " ' TIED TO NEW 2x6 WALL u i �r�% } I ��1 .5 EXISTING ROOF PITCH NEVq 2XIO RR I S 00 r m u i r r NEW 2x10 CJ EXISTING 2x10 FJ ® 16" OG VERIFY 1/2" GYP BD TYP NEW 2x6 R-30 BATT ii NEW UPSET EXTERIOR—\ INSULATION ii NEW UPSET BEAM SEE FIRST FLOOR WALL i ii BEAM SEE EXISTING WALL PLAN FOR SIZE EX15TIN6 a FIRST FLOOR 1/2" PLYWOGU— STRUCTURE TO TYP I CAL STRUCTURE TO ° PLAN FOR SIZE ONE SIDE OF REMAIN EX I DTI NG EXTERIOR WALL BE REMOVED WALL FOR EXTERIOR NEW 51 D I NG ON 15# " NEW LIVING AREA NEW DEN WALL SHEAR WALL BUILDIN6 PAPER ON NEW FLOORI NO ON NEW 3/4" 5/5" EXT. GR. PLYVgll ) PLYWD ON FLOOR JOISTS ON 2x6 STUDS (9) 16" PROVIDE NEW R-22 Or-, W/ R—I q BATT BATT INSULATION IN u INSULATION FLOOR JOISTS � u NEW DECK NEW 2x10 FJ © 16" OG ' EXISTING 2x10 FJ @ 16" CC, VERIFY NEW 2x10 ® 16" OG NEW 8" THK POURED GONG (2) 2x10 FOUNDATION WALL EXISTING GONG NEW BEAM PRESSURE FOUNDATION WALL W 8x18 GRADE TREATED NEW CRAWL NEW 4x4xl/4 STEEL �— LEDGER W/ 3/8" SPACE COLUMN FILLED WITH TITEN MASONRY �� CONCRETE ON 36" SQ x GRADE NEW 2 THK 16" DEEP GONG F T G, W/ EXISTING z 5CRE�W5 AT 16 GONG SLAB m � OG 3 EMBED (4) #4 EACH WAY, SET 2 GAR 4" OFF BOTTOM, TYP I GARAGE EX 15T I NO GONG 0 0 FOUNDATION WALL EX 15T I NO GONG SLAB AND FLOORING TO NEW 5"xl6" GONG REMAIN FOOTING W/ 2#5 REBAR CONTINUOUS T I Vim LADDY & OKIN R "tmSIDL= CUTCHOGUE, NEW YORK DATE: 3 / 23 / 2021 UR LT LG T ®� �® ARCHITECT UP R 0 P 0 S E U I L I IN G" R= U I A I' 436 7th STREET SCALE: 1/2" = 1'-0" GREENPORT, NEW YORK 11944 / BUILDING PERMIT SET (631)477-8963 r. NEW ADDITION NEW RIDGE Z(I) i I I/4" LVL TNrF 1 GAL ROOT= - 12 N E W A DE� I T I O N ASPHALT ROOF 5H I NGLES NEW 2xIO RIDGE BEAM ON 30# BU I LD I N6 PAPER ,. "'�` 12 ON 5/5" EXT. OR. PLYWD let TYi='1 GAL ROOF ASPHALT ROOF SHINGLES ON 30# BUILDING PAPER NEW �� 'P,� ON 5/8" EXT. 6R. PLYWD - �� ATT I G O 12 NEW EAM p VERIFY STRUCTURE TO oc \ (3) 111/4" LVL c BE REMOVED NEW 2x10 GJ © 16" OG NEW 2x10 CJ 16" OG 9�/ NEW 2x6 TY'FICAL EXTERIOR WALL I/2" GYP BD TYP I I/2" GYP BD TYP NEW SIDING ON 15# BUILDING EXTE IOR PAPER ON 5/8" EXT. OR. PLYWD ALL R-30 BATT EXISTING RE R-30 BATT ON 2x6 STUDS @) 16" OG W/ R-IQ INSULATION NEW WALL STRUGTURE TO BEYOND INSULATION BATT INSULATION STRUCTURE BE REMOVED 2x4 ® 16" Or-, T)"FICAL ROOF PROVIDE FLA5HIN6 TYPICAL IL � \\ NEW 2x6 LOW SLOPED ROOF I N6 ON - w WINDOW 1 EXTERIOR 30# BU I LD I N6 PAPER ON 5/8" EX I STI N6 STRUCTURE TO BE REMOVED cS� w II T �� WALL EXT. 6R. PLYWD } „ OPENING EXISTING ii i PROVIDE FLASHING TYPICAL BALCONY I, I �_--- PROVIDE NEW 2xIO LEDGER TIED BEDROOM 0u I TO NEW 2x6 WALL xu I PROVIDE NEW 2x5 LEDGER 2 tL TIED TO NEW 2x6 WALL .�J � 12 RR @ m II LBW 2X10 VERIFY NEW 2x10 GJ 16" OG1111 --------- �_ NEW 2x5 GJ EXISTING 2xIO FJ 16" OG VERIFY i i 16" OG 1/2" GYP BD TYP u u u ii ii " I NEW CASED NEW CASED " " " (1) 2xIO BOX " " NEW R-30 BATT INVERTED a l BEAM BEAM SEE BEAM W/ STAIRS NEW COVEREDINSULATION 51MPSON IR5T FLOOR _.---NEW 2x6 HU5210 TECO ii ii ii SIMPSON HU5210 ;i i EXTERIOR ENTRY -�-NEW PLAN FOR a II �� EXISTING WALL BEAM 51ZE u , TERRACE PREFAB EXTERIOR a II �� u II „ „ ; � NEW ENTRY FOYER COLUMN PROVIDE WALL NEW MASTER EXISTING „ II „ „ „ STRUCTURE TO II u u u OPEN TO TYPICAL POST NEW STRUCTURE TO NEW POWDER EXISTING REMAIN BATH �� II �I II II CLAMPS OR COVERED BE REMOVED ° II �I II r - , ABOVE EXTERIOR ° II II BATH II HALL i� NEW 5 AI 5, 2" THK STONE II a TREADS ON 3 " HK GROUT ON 4" OLD DOWNS NEW FLOORING ON NEW 3/4" �I �I �I I u NEW FLOORING ON NEW DECK NEW WALL it it " " ii 3/4 PLYWD ON FLOOR PLYWD ON FLOOR JOISTS �� II 1�EW WALL 'I 'I . THK GON 5L B W/ 6x6, 10/10 STRUCTURE II II PROVIDE NEW R-22 2x4 @ 16" OG ° PTRUGTURE �I ; ii JOISTS WW W STUCCO RISERS �� I II NEW BATT INSULATION IN �� 2><41i@ 16" OG u l ii NEW TERRACE 2" HK STONE .I PROVIDE NEW R-22 PREFAB FLOOR JOISTS " " BATT INSULATION IN - PAV I N6 ON 3/ " T K GROUT ON 4" �� u II u u ii p COLUMN II „ „ THK GONG SLAB / 6x6, 10/10 FLOOR JOISTS NAM ON GOM AG ED SUBGRADE TYPICAL i u NEW DECK � EXISTING 2x10 FJ � 16" OG VERIFY NEW 2x10 ® 16" OG NEW 2x10 FJ ® 16" OG I NEW 2x10 FJ ® 16" OC I (3) 2xIO NEW 5" THK GRADENEA PRESSURE POURED GONG I ( CRAWL NESPA EWL TREATED FOUNDATION WALL G NEW S" TH1Q GONG . 61 RDER EXISTI 6 I GONG - EXISTING WALL EXISTING WALL SPACE NEW 2" THK Z FOUNDXTIO'N WALL GRADE NEW CRAWL FOUN ATIION WALL STRUGTURE TO STRUGTURE TO GONG SLAB (� REMAIN REMAIN I SPACE EXISTIN ALL r L-_1� (2) 2x10 PRESSURE" TREATS NEW 2" TH{< 5TRUMF11 TO I I LEDGER W/ 3/5" TITEN GONG SLAB REMAIN L J MASONRY 5CREWS At 16 Of I EX 1ST I N6 EXISTING EXISTING GONG 3" EMBED I I I I LAUNDRY BASEMENT z LL FOUNDATION WALL L 1 O O I I EXISTING GONG EXISTING GONG SLAB AND FOUNDATION WALL FLOORING TO ( I REMAIN NEW 10" D I A CONC. NEW 8"x 1 6 GONG FILLED SONOTUB = FOOTI N6 W/ 2#5 36" BELOW 6RADE REBAR GON7INUOU5 TYPICAL DEMNi4c - DDY & OKIN R " �:01 CUTCHOGUE, NEW YORK DATE: 3 / 23 / 2021 URAL TALGAT 1 "Ph wilm" 0 P 0 S E D B mum I L '[D"ok 1 I'Mm E r® r® ARCHITECT f , 10 N 436 7th STREET SCALE: 1/2" = 1'-0" GREENPORT, NEW YORK 11944 ' BUILDING PERMIT SET (631)477-8963 y NEW RIDGE (1) II 1/44" LVL <- NE�N ADDITION TYFIGAL ROOF ASPHALT ROOF SHINGLES ON 30# BUILDING PAPER ON 5/5" EXT. OR. PLYWD \�, 00 NEW ATTIC OC 12 VERIFY r \� NEW 2x10 CJ (D 16" OG TYP I GAL EXTERIOR WALL NEW 2x6 � ,� ,' I/2" GYP BD TYP �� `�� - NEW 51 D I N6 ON 15# BUILDING PAPER ON ' 5/5" EXT. OR. PLYWD ON 2x6 STUDS EXTERIOR R-30 BATT 16" OG W/ R-I q BATT INSULATION WALL INSULATION EXISTING STRUCTURE TO � � �� -- NEW 2x6 TYPICAL ROOF BE REMOVED EXTERIOR PROVIDE FLASHING TYPICAL _ p� , T EXISTING WALL LOW SLOPED ROOFING ON 30# BUILDING - W I NDOyN PAPER ON 5/8" EXT. OR. PLYWD PROVIDE NEW 2x I O LEDGER } 1 OFEN I NC % ' ;; BEDROOM _ TIED TO NEW 2x6 WALL TYP I GAL EXTERIOR WALL ` ---�•' X i EXISTING } � i `\ NEW SIDING ON 15# BUILDING „ PROVIDE FLA�5HING TYPICAL . STRUCTURE TO `\\ F BE REMOVED PAPER ON 5/5" EXT. OR. PLYWD I 1.2 LC I ` ON 2x6 STUDS ® 16 Or-. W/ R Iq p_ w EXISTING ROOF PITCH BATT INSULATION 10 RR p 16 OC ,; cry } NEW 2x10 GJ ® 16" OG ri -= EXISTING 2x10 FJ ® 16" Or., VERIFY i 1/2" GYP BD TYP �I) NEW 2x6 � R-30 BATT INVERTED � �, 2x!O BOX EXTERIOR INSULATION SIMPSON ;; BEA?-"11N/ WALL HU52 10 TEGO S;MP��ON HU5210 NEW CASED BEAM SEE FIRST FLOOR PLAN FOR NEN NEW WALL- BEAM 51 ZE PROVIDENEW COVERED STRUCTURE NEW V ALKMASTER BEDROOM EXISTING MASTER P05T CLAMPS OR HOLD EXTERIOR DECK 2x4 @) 16 O,C �� TH-0UGH SITTING ROOM a BEDROOM EXISTING DOWNS CLOSET EXTERIOR NEW PREFAB NEW FLOORING ON NEW 3/44" ii WALL COLUMN TYPICAL PLYWD ON FLOOR JOISTS PROVIDE NEW R-22 ii- EXISTING EXISTING WALL BATT INSULATION IN STRUCTURE TO STRUCTURE TO FLOOR JOISTS BE REMOVED REMAIN NEW DECK ;A�' `_�'��`��::� � EXISTING 2x �� NEW 2x10 FJ 16" OG I O FJ 16 Or-, VERIFY NEW 2x10 16" OC - - _ NEW 8" THK BOCK I NG GRADE (3) 2x10 PRESSURE POURED GONG NEW (5) cl I/4" TREATED GIRDER FOUNDATION WALL LVL GIRDER A EM NT EX I ST I N6 EX 15T I N6 EX 15T1 N5 WALL BELOW WALL BASEMENT BEAM STRUCTURE TO GRADE NEW CRAWL ABOVE E RE S WORK SHOP REMAIN SPACE W I D W G 28 40 EXISTING GONG (2) 2x10 PRESSURE TREATED NEW 2" THK FOUNDATION WALL LEDGER W/ 3/5" ITITEN _ z GONG SLAB WINDOW MASONRY SG#ZEAS AT 16" OG ((� OPENING EXISTING 3" EMBED I I EX I STI N6 GONG STEEL FOUNDATION WALL x COLUMN J NEW 10" D I A _ _ —J EX 15T1 N6 WALL EXISTING CONGA IL _GONG � -J _ FILLED 50NOTUBE STRUGTURE TO SLAB AND - ua 36" BELOW GRADE NEW 3 OD REMAIN FLOORING TO �; } TYPICAL PIPE COLUMN REMAIN m NEW &"x 16" GONG ON 24" 5a x FOOTING W/ 2#5 12" DEEP REBAR CONTINUOUS GONG FT6 �� LADDY OFEI "fflN Rvt"'RS CUTCHOGUE, NEW YORK DATE: 3 / 23 / 2021 REVISED DATE: 6 / 17 / 2021 URALTALGAT ®® ®® ARCHITECT rmol, %wbEDj BU I LD11 I'm wal 1 lolm 436 7th STREET SCALE: 1/2" — V-0" GREENPORT, NEW YORK 11944 BUILDING PER MI T SETI ' (631)477-8963 vw Ej NEW STAIRS TO POOL DEC,< AND FOOL &RADE PECK LEVEL HE I C�HT TO E3E +a" ELEVATION NEW DECK, AT RESfDENc.E ABOVE &RAI�)E landin landin cl XI TING ��""'�—•.��.�,�—�! NEW OOL EGK POOL DEG EXISTINS E�:i Si1 NS GRADE z GRADE e e eZE w e w e s w w w e_e e e e e w e e s��e e w w w ELEVATION = - Q EXISTINS POOL CSJ 6R ELEVATION an �� WESI" ELEV A' T1 0"A 11"Mo StEu i iON Awl� POOL SCALE: 1/4" = V-0" & OK[iN RE.'4SI--,,4� DENCE L�, A"u CUTCHOGUE, NEW YORK DATE: 6 / 18 / 2021 URALTALGAT ARCHITECT 436 7th STREET ? lrGREENPORT, NEW YORK 11944 (631)477-8963 BUILDING PERMIT T WIND-BORNE DEBRIS PROTECTION FOR OPENINGS STRUCTURAL REVIEW B`I' STEVE MARESGA, P� FOR WALL OPEN I N6 PROTECTION OF 120 MFH 5-SECOND WIND GUSTS Imo s4k 188-07 WEST MONTAUK H 16HWA`I', HAMPTON BAYS, NY 11 1:-'146 ( MAXIMUM 1N EAN ROOF HE 16HT: 55) SIMPSON L5TA - 20 GAGE I_p HONE 651 -720 c1400 RIDGE STRAP - ALL ROOF RAFTERS ° 2 x 6 TIE © EAGH RAFTER DESIGN CRITERIA: USE/OCCUPANCY CLASSIFICATION r IN VIEW OF STRAP. S I NOL.E FAM I L`I' RESIDENTIAL DESIGN IN ACCORDANCE WITH AMERICAN 1 \ \ � \ ,- ICE SHIELD UNDERLAYMENT FOREST GONSTRUGTRI ODN PRODUCTS ORRI FRAME SHUTTER FAMILY HOUSE HUTTER ASSEMBLY I � aUIRED 24 FROM EDGE PRESCRIPTIVE METHOD N.T.S. °a-' ° H E I G H T FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 1 25/52" (5/4") APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD I 55'-0" MAXIMUM GROUND SNOW LOAD - .45 PSF. FIRST LEVEL - 40 PSF. L.L. (OVERLAP AROUND OPENINGS 4 ) \ ALTERNATE POSITION OF LIVING AREAS - 40 PSF. L.L. ASSEMBLY: i HURRICANE CLIP USE �)`'�' n �.-ATTACHING STRUGTU SIMPSON H3 FIRE AREA BEDROOMS - 3o PSF. L.L. �:AL PANEL: FASTEN TO BUILDING w/ ° I • WIND SPEED - 130 MPH #lOx3" (W/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL SIMP50N H2 HURRICANE RESIDENCE: X SEISMIC DESIGN CATEGORY - B WOOD SCREW � 16" O.G. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDIN(9: ! I CLIP NAILED. FROM #10 TEE NUTS ATTACHED TO BLDG. W/ #I0xl-1/2 ( W/ WASHERS) I I RAFTER TO STUD. - _ WEATHERING - SEVERE MACHINE BOLT 12" O.G. I TYPICAL dILEN 5NAS RAFTERS FROST LINE DEFTH - 56" � TYPE OF CONSTRUCTION TERMITE - MODERATE TO HEAVY APA RATED PLYWOOD TO CONVENTIONAL L16HT FRAME WOOD DECAY - SLIGHT 1 EXTEND TO TOP OF TOP - PROVIDE 8d COMMON PLATE. NAILS I GE SHIELD UNDERLAYMENT REQUIRED - YES R O.G. AT GONSTRUCTI ON EXTERIOR EDGE OF ALL 1 SHEATHING. GENERAL NOTES a I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY 1 I ACCORDANCE WITH THE 2020 NY5 RESIDENTIAL CODE, SHALL BE DESIGNED AND BUILT IN ACCORDANCE AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. MULTIPLE SECTION A55EMBLY: CONSERVATION CODE, AND LOCAL I AUTHORITIES.�� THICK � �OG 2. ALL CONCRETE SHALL BE STONE AG 14. TH15 STRUCTURE HAS BEEN 1/4 1 I I 1 BOLTS 2 AGGREGATE DESIGNED IN EGATE WITH A ACCORDANCE WITH THE NEW PORK STATE ENERGY MINIMUM 28 DAY STRENGTH OF 3000 Psi CONSERVATION CODE. II II 1)I " 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLA5 FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 1 I l�- I LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. II I I I l 1 I 1 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL Ib. ELECTRICAL AND MECHANICAL COMPONENTS TO BE I 1 I I I PLYWOOD SHEATHING STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. I I TO OVER LAP BOX PARTITIONS, EXCEPT AS NOTED ON DRAWING. BEAM - TOP + BOTTOM. I?. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 1 1 11 I I I I 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM 51MP50N M5T2-7 FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-525 BOLT5, 3/4" DIAMETER. 1 I I I I I I/2" WIDE - 20 GAGE I8. CONTRACTOR SHALL OBTAIN ALL METAL STRAP *48" OC. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE PERMITS AND 1 I ��++��++ /�p °i VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER SHUTTER: ASSEMBLY E M B LY I I I I I I I DOUBLE TOP CONSTRUCTION AND ORDERING OF MATERIALS. TH15 AND OWNER. 2 x 6 CJ 16" O.G. PLATE I 11 II FOUNDATION HAS BEEN DESIGNED FOR A SOIL Iq. DO NOT BACKFILL AGAINST FOUNDATION WALL5 N.T.S. I ( STUDS BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. •� FOR PANEL SPANS:4' OR WIDER SPAN 1 �- I - I - LE55 THAN 55yo. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 25/52" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I 1 I CONCRETE SLABS TO BE COMPACTED TO Q5y AND IN BASEMENT ( IF APPLICABLE ). P051TION NEAR (OVERLAP AROUND OPENINGS 4") I I 1 I RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. WRAP + NAIL STRAP 2x4 STRONG-B?�GKS 24" OG AROUND SILL PLATE 4 - 8d NAILS T ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND II - A55EMBLY: I�, I I AT ANCHOR BOLT == SUPPORTED BY DOUBLE UPRIGHTS, Q.O FT AND OVER ON EACH LEVEL OF DWELLING A5 REQUIRED BY 1). PREASSEMBLE PLYWOOD TO 2x4'5: # IOx3" (W/ WASHERS) GALVINIZED OR I I ` - ` �----51+IPSON M5T2-7 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GODS. / i +/2" WIDE - 20 GAGE I><. ! i•.ETAL STRAP ®48 00. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 22. ANY ALTERATION, REPAIR, ADDfTION OR CONVERSION TO #lOx3" (W/ WASHERS) GALVANIZED OR 5TAINLE55 STEEL -P1AIL SHEATHING To SILL PLATE AN EXISTING DWELLING REQUIRING A BUILDING PERMIT ,, i &d NAILS ® 4" O.C. PENETRATIONS WOOD 5GREW 16„ O.G. - : ± .� NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: HOUSE BE UPGRADED WITH HARD WIRED# 2 - #5 REBAR O TEE NUTS ATTACHED TO BLDG. ' '''-'`":l:- a. PROVIDE FLASHING AT ALL ROOF BREAKS W/ #IOxI-1/2 W/ WASHERS) - '` '' ` -2 x d SILL F'LA CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. } ACa TREATED. MACHINE BOLT CID 12" O.G. AND DECKS ETC.. WINDOWS - GLAZE® OPENING SEE FOUNDATION PAO. '-_ �y;+t _ 25. THE NY5 CODES ALSO APPLY TO AGCE550R`re FOR DESIGN. ",: i.,.•., 5/8 x 12 A.B. 048 OC. 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. ': vs/ FENDER WASHER. INI N ACCORDANCE: WITH LARGE MISSILE TEST OF ON 15 REQUIRED FOR ALL GLAZED AREAS. '` 11. ARCHITECT NOR ENG 1 NEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD AGGO •-�=��+: A5TM E laclb AND OF A5TM 1886. FOR THE INSPECTION OR SUPERVISION OF CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 'A, ,�+�s THIS CONSTRUCTION PROJECT. FEDERAL, STATE IN LIEU THE ABOVE MENTIONED WINDOWS. T PANELS T HOLD DOWN + SHEAR CON TIOp 4 AND LOCAL ZONING AND BUILDING CODE COMPLIANCE O BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH SHALL BE THE RESPONSIBILITY OF THE ALIGN WITH WINDOW JACK P05TS , HEADER + SILL PLATE. CONTRACTOR. PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/N`I'SBC CHAPTER #2504.o1.G LABEL LOCATIONS ON EACH PANEL. FRAMING N TES 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d 4" NAILING SCHEDULE DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER. o.c. EXTERIOR EDGESC�AND 6 d 12" o.c. INTERMEDIATE. TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8"MIN. THICKNESS OR AS NOTED. 11• ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 51ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR 50/1'N NAIL SIZES 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, AND WATERPROOFING SHALL BE BY ARCHITECT. EXPOSURE I, 3/4" MIN. THICKNESS. ALL ED6E5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE RAFTER/TOP PLATE 3-I6d (TOE N!.AIL I'D PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE CEILING JOIST/TOP PLATE 4-8d (TOE NAI1_i:n) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TEGO" OR APPROVED EQUAL. FOR CEILING JOIST/PARALLEL RAFTER 8-I6d (FACE NA ILE:D) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CEILING JOIST LAPS OVER PARTITION 7-I6d (FACE N ill-I:D) 4• ALL HEADERS 6 -O AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH �ht COLLAR TIE/RAFTER 4-IOd (co. end 1-I;�" strap) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. BLOCKING/RAFTER 4-5d. (TOE NAI F-71 .) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. o 10 ° RIM BOARD/RAFTER 4-I6d (END NA'[-Er; 15. ALL PRE-ENG 1 NEERED LUMBER SHALL BE 61=0RG 1 A TOP PLATE/TOP PLATE 2-I6d (PAGE "�A I L ED) 5. 50L I D BLOCKING SHALL BE PROVIDED FOR ALL JO I5T5 PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL a a AND FLOOR BEAMS AS PER N.Y.S. GODS OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TOP PLATE AT INTERSECTIONS 4-I6d (PAGED h!A!LED) © 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED STUD/STUD 2-I6d (PAGE NP�ILED) CIRCULATION IN ROOFS. GABLE Roofs HEADER/HEADER I6d (FACE NAILED) AS PER MANUFACTURERS RECOMMENDAT IONS. WEB 0 (,10 TOP or BOTTOM PLATE/STUD 3-I66 (END NAILE:i)) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights STIFFENERS SHALL BE REQUIRED AT ALL LOAD A BOTTOM PLATE/FLOOR JOIST 3-I stairs etc. ) OR AS NOTED ON DRAWINGS. AN 6d (PAGE 1'IAILED) BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NA!LFV T DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM J015T SHALL BE REQUIRED AT FLOOR a BRIDGING/JOIST 2-10d (TOE NAILED) PERIMETERS PARTITIONS OR A5 NOTED ON DRAWINGS. HANDLING, STORAGE, AND ERECTION OF h BLOCKING/JOIST 2-IOd (TOE NAIL EL) COMPONENTS SHALL BE AS PER MANUFACTURERS BLOCKIN6/51LL orTOP PLATE 3-I6d (TOE NALLEL) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. 100< o L45 0 LEDGER STRIP/BEAM 4-I6d (FACE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. o JOIST ON LEDGER/BEAM 3-I6d (TOE rdAILE:I) TEGO OR APPROVED EQUAL. BAND JOIST/JOIST 3-I6d (END N,a:Lr-r) GALVANIZED MACHINE BOLTS g 12" O.G.. 7h BAND JOIST/SILL or TOP PLATE 3-I6d (TOE NALEP) �• NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. GABLE ROOFS PLYWOOD ROOF DEGKING Sd 94" O.G. E-CE5, �8" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THI5 DRAWING 15 AN INSTRUMENT PREPARED TO 0 0 lob o �4s ° STRIP SHEATHING Sd (ONEVRAFTER) SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE to < o 3o PLYWOOD WALL SHEATHING 8d @4" O.G. EDGES, ®8" O.G. FIELD ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND PROVIDE 8d COMMON NAILS a 4' O.C. PLYWOOD 5UBFLOOR DECKING 8d 96" O.G. O.G. FIELD OWNER. AT HIGH PRESSURE ZONE - b" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. log O ('30 0 ADD PROVIDE 8d NAILS ® 41" O.G. AT PERIMETER INTERIOR LY K I ' PORTIONS OF PANELS IN HIGH PRESSURE ZONES. NOTE : a = 4 FT. IN ALL GASES COMPONENT AND CLADDING PRESSURE ZONES CUTCHOGUE, NEW YORK DATE: 3 / 23 / 2021 REVISED DATE: 6 / 28 / 2021 uKm LT T �, ARCHITECT ITECT STRUCIUMALNO 436 7th STREET BUILDING PERMIT SET GREENPORT, NEWYORK 11944 (631)477-8963