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Home My WebLink About47192-Z �OSOF��1 p Town of Southold 7/26/2024 ao, Gym P.O.Box 1179 0 .53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45400 Date: 7/26/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 8045 Nassau Point Rd,Cutchogue SCTM#: 473889 Sec/Block/Lot: 118.-4-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/20/2021 pursuant to which Building Permit No. 47192 dated 12/7/2021 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(demolition per Town Code definition)of a single family dwelling with unfinished basement,covered front entry,rear en landing, second floor balcony and rear deck alteration with hot tub as applied for. The certificate is issued to Katz M Revoc Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-2164 10/12/2023 ELECTRICAL CERTIFICATE NO. 47192 8/3/23 &4/22/24 PLUMBERS CERTIFICATION DATED 7/19/2023 Cutchogue East Plumbing&Heat.Inc. t ri a ignature gtlffDlK TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47192 Date: 12/7/2021 Permission is hereby granted to: Katz M Revoc Trust 494 Salem St Paramus, NJ 07652 To: demolish (per Town Code definition) and reconstruct a single-family dwelling as applied for per DEC Non-Jurisdiction letter, SCHD & Trustees approvals. At premises located at: 8045 Nassau Point Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 118.4-8 Pursuant to application dated 9/20/2021 and approved by the Building Inspector. To expire on 6/812023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,720.80 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO-NEW DWELLING $50.00 Total: $2,020.80 Building Inspector OF SO(/j�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 OI�C N �o sean.devlinCa�town.southold.ny.us COUNTY,. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Katz M Revoc Trust Address: 8045 Nassua Point Rd city.Cutchogue st: NY zip:- 11935 Building Permit#: 47192 Section: 1 18 Block: 4 Lot: 8 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 Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub X Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect X Switches 4'LED Exit Fixtures Sump Pump Other Equipm ent: 50A Feed, 230GFIBreaker & 220GFIBreaker Notes: Hot Tub Inspector Signature: Date: April 22, 2024 S. Devlin-Cert Electrical Compliance Form(1) pF SOUI��I 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlini'a-town.southold.ny.us Southold,NY 11971-0959 Q a �yCOUNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Katz M Revoc Trust Address: 8045 Nassau Point Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 47192 Section: 118 Block: 4 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: PKJ Electric 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 Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt $3 Ceiling Fixtures 21 Bath Exhaust Fan 5 Service 3 ph Hot Water 30A GFCI Recpt 15 Wall Fixtures 21 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures $9 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan 7 Combo Smoke/CO 4 Transfer Switch 200A UC Lights $' Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 53 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, DW, Oven, Micro, Hood, 200A Panel 60 Circuits / 55 Used Notes: New Two Story w/ Unfinished Basement r Inspector Signature: Date: August 3, 2023 S.Devlin-Cert Electrical Compliance Form •o�,�oF sot�ryo: • . . Town Full Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 crs' P.O.Box 1179 `• Southold,NY 11971-0959 BUILDING DEPARTMENT J in TOWN OF SOUTHOLD L 1 JUL 1 9 2023 ^- BUM DING IDEPT. C-ERTIFICAT.IO-N Date: l Building Permit No. j Owner: (Please print) — ' t G2C Plumber:.. (Please print) I certify that the solder used in the water supply system contains less 2/10 of I% lead. / (Plumbers Signature) Sworn to before me ties day of� 20s_. CONNIE D.BUNCH � Notary Public,State of New York V 1 No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2 Notary Public, :oxnty SOUt,�°� # # TOWN OF SOUTHOLD BUILDING DEPT. IOU 631-765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA�WS: S f �� p DATE l�r'-ram - INSPECTORY44,-J �, Of SOUIyO� # # TON OF SOUTHOLD BUILDING DEPT. • .ao cou 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: iL-4 qp:�J�tr i -- C' DATE INSPECTOR OF SOUI,yO� { * # "TOWN OF SOUTHOLD BUILDING DEPT. courm��`' 631-765-1802 INSPEC T ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 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: Ulf ocv (n) f � DATE INSPECTOR SO�yo� f # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE Y INSPECTOR �E 50UlyO� - # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]v6sULATIOWCAULKING [ ] 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:(rot Y y rQ Hwy, (o cek u J �;n DA*_E INSPECTOR �O�aOF SO(/lyO� '� 1"L avo uu I- t mil; # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR ° [ ] ROUGH PLBG. [ ] FOUNDATION 2ND'. [ ] INS.ULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE,RESIST-ANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] RENTAL REMARKS: �04 +u- k\o,as b2 be 4�- tied g- aVe 4D r-Lxw fo chve k eoery 4�L-1/4 Z5 1&20Fk, 'lv\r-4f �S DATE lJ� INSPECTOR 14 a SOUIyOIo q 22 # 'TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] -FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ]---FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) I&ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O [ ] RENTAL REMARKS: DATE ' INSPECTOR _ SOUTyo� # # TOWN OF SOUTHOLD BUILD NG DEPT. `ycourm, 631-765-1802 "I N'SPECTION [ ] 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 [ ] RENTA u JV A4. REMARKS: '4a 7p NA-L- DATE INSPECTOR Home Energy Rating Certificate Rating Date: 2024-04-11 Final Report Registry ID: 445088626 Ekotrope ID: L7a47e1v HERS' Index Score: Annual 8045 Nassau Point R• . • our .me's HERS score is a relative performance score.The lower the number, Cutchogue, NY 11935 the more energy efficient the home.To $6,653 Builder: 0 y 6 learn more, •- • • '" • Peconic Building Solutions Inc Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 51.2 $3,405 2020 New York ECCC Cooling 3.1 $206 2018 International Energy Conservation Code Hot Water 2.4 $161 Lights/Appliances 25.1 $1,667 Service Charges $144 Generation(e.g.Solar) 0.0 $0 Total: 81.8 $5,583 IndexHome Feature summary: Rating Completed by: Mor•ceergy HomeType: Single family detached iso Model: N/A Energy Rater: Michael Catalano Unin 140 Community: N/A RESNET ID: 0210214 Home 1" Conditioned Floor Area: 3,752 ft- Rating Company: Green Guru LLC 1" Number of Bedrooms: 4 12 Arbutus Court Reference uo Primary Heating System: Air Source Heat Pump-Electric•9.3 HSPF2 631-398-6906 Home . 100 Primary Cooling System: Air Source Heat Pump•Electric-15.4 SEER2 90 Rating Provider: RATERusa ;= so Primary Water Heating: Residential water Heater•Electric-3.75 Energy Factor PO BOX 1280 70 House Tightness: 1990 CFM50(2.97 ACH50) $55-273-7872 a, 60 •1 Ventilation: 110 CFM•35 Watts-Exhaust Only LA zr `. vt � This Home. Duct Leakage to Outside: 31 CFh4 @ 2513a(1.55/100 ft) iD s Na%fb01•,rd Above Grade Walls: R-21 P " o Ceiling: Vaulted Roof,R-30 /f �,:.•*`� io WindovvType: U Value:0.3,SHGC0.28 /r((.C4Gs�GY calla 2 r Home Zero Energy 0 Foundation Walls- N/A ,.,1,E„•,�, Michael Catalano,Certified Energy Rater Framed Floor. R-30 Digitally signed:7/24124 at 7.41 AM Ekotrope'. • 6 ekotroDe reportThis does not • or guarantee- 2018 IECC R-406 RESNET Registered Energy Rating Index Report Property Organization Energy Rating Index Information Builder:Peconic Building Solutions Inc Company:Green Guru LLC RESNET Registered Rating Address: Phone: Rating No:445088626 8045 Nassau Point Road,Cutchogue,NY Rater:Michael Catalano Date Rated:2024-04-11 11935 Rater ID(RTIN):0210214 -• An 6a - ey.Cons., I• Rated Home Calculated Energy Use(MBtu) Rated Home Cost($/yr) Heating 52.5 $3,494 Cooling 3.1 $206 Water Heating 2.4 $161 Lights&Appliances 25.1 $1,667 Photovoltaics 0.0 $0 Service charge - $144 t.... ..- ,wlr"s,n..... ...:.......,Yn .u. .,,,.. .<,;._,:..-rv: ,.,.m .0 - ,.Gi ,n�...1,.:.�,,. ,�.:, .•h ,�:. °M>. •'r":i' .kbi:f r �+. °`'- ,'a ':e,,,..r rs�: _�rk.:,','v�:^ ;r i.. :°-s.` :�' :.�,''.w:'".",;;+4t`> .ayx, 'c ,y.`",r�te'.,i,;,^'.`;;.C°,,,'p;,�r.4;k'_,,, �S �- a ,P�f�� 1 R r x ; ;;:.T: :•av„"a_ ,,t;: ;q3. .,;'."� �n`'^�i.w.s�° v �:'- .� :,�' >t...?k,y s;::,...,, �_>.�s 1.�' 'Based on standard operating conditions ERI with PV:59 ERI without PV:59 Electric(kWh):24,356.7 CO2 Emissions(Tons):10.5 Natural Gas(Therms):0.0 - • . - - . - • .- . PASS This home MEETS the Energy Rating Index Score requirement of 2018 IECC R-406 for Climate Zone 4.It MEETS all of the requirements verified by Ekotrope.Mandatory requirements are summarized on the 2nd page of this report,some of which are not verified by Ekotrope. Name: Michael Catalano Signature: /II&A'a d Organization: Green Guru LLC Digitally signed: 7/24/24 at 7:41 AM yMgRTQAgjZ 2r ~O Company:RATERusa Address:PO BOX 1280 i two:t1 98 tse i~ Phone#:855-273-7872 Fax#:855-273-7872 otTAT1CN� To determine if a provider is properly accredited go to: www.resnet.us/professional/programs/Searcli_directory (Confirmed and tested) Provision Number. To Pic Co mpliance Decision 2009 'Ciable421ATr3uiId1h§.thermal envelope miniiriilm insulation leiiels an ma a R401.3 Post a permanent certificate listing the level of efficiencies installed in Certificate required for CO the house 'Z r leakage maxirrlum i6katjetate Pass F. R402A.1/Table R402.4.1.1 Comply With air sealing and insulation requirements in Table Checklist required for CO R402A.1.1 '411402.4.*� n'''S'',R ms�co b ce 00 urp!pg-?kpp ta, R402.5 Maximum fenestration U-factor and SHGC (U-Factor)Pass j H Q Pa s-s R403.1.2 Heat pump controls Pass* '-Ducts outside bf.6nditi6hedspace to rliinimum of Pass's R403.3.2 Duct sealing on all ducts pase 11408�3. Pace. 3.' ,�; R403.3.5 Building cavities not used as ducts. Pass A403'5 Heated W.Ste jrc'la ioimand' a ai t Pass" Y corn R403.5.3 Hot water pipe insulated to R-3 Pass bieetn4hts 6f,the:IRG,6r'IM Mothanic6lyerrtiliati� R403.7 ACCA Manual J and S conducted for all heating and cooling.systems. ACCA forms required for permit S&e yeic 11 B�P'— units tb-meet tlfe rhechanica! Pass* 1pire e s o,f,Ih R403.9 Snow melt and icesystem controls installed where applicable Pass*' ergy,jzp R4T Pbbls'��apdipetrrran e'ht'5paLe6 9symptiop,rnet requirements Pass f I t t#or n R403.11 Portable spas meet the requirements of APSP-14. Pass* -i,,,,c,,y hIsnsta in IledL in'; 'n l High 4 ' eif efficacy I R *These items have been field verified by the Rater,Field Inspector,Code Inspector,or Builder. Ekotrope RATER-Version 4.1.1.3446 IECC 20118 ERI compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER Is a RESNET Accredited HERS Rating1bol,All results are based on data entered by Ekotrope users. Ekotrope disclaims all liabilityfbrthe information shmn on this report. 8045 Nassau Point Road Cutchogue,, NY 11935 Builder:Peconic Building Solutions Inc THIS HOME IS CERTIFIED TO MEET THE 2018 INTERNATIONAL ENERGY CONSERVATION, CODE Building Features Ceiling Vaulted Roof,R-30 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside 31CFM@25Pa(l.55/100 ft2 Foundation Walls N/A Total Duct Leakage 85 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Air Source Heat Pump-Electric-9.3 HSPF2 Slab N/A Cooling Air Source Heat Pump-Electric-1 SA SEER2 Infiltration 1990 CF 0(2.97 ACH50) Water Heating Residential Water Heater-Electric-3.75 Energy Factor Window U-Value: . SHGC.0.28 60 * AS a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of chapter 4 of the adopted International Energy conservation code based on SUFFOLK County.if rating Is Projected,I certify that the building design described herein is consistent 16vith the building plans,specifications, and other calculations submitted with the permit application.if rating is Confirmed.I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the Intent cff the IECC or vAll be verified as such by another party. Name: Michael Catalano Signature: 11AWWd ea62ka,_,Z Organization: Green Guru LLC Digitally signed: 7/24/24 at 7:41 AM Ekotrope RATER-Version 4.1.1.3446 2018 IECC compliance results calculated using Ekotrope RATEIrs,energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. New York 2020 ECCC Compliance Report (ERI Pathway) RESNET Registered Energy Rating Index tape►rt Organization Energy Rating Index Information Builder:Peconic Building Solutions Inc Company:Green Guru LLC RESNET Registered Rating Address: Phone: Rating No:445088626 8045 Nassau Point Road,Cutchogue,NY Rater:Michael Catalano Date Rated:2024-04-11 11935 Rater ID(R1IN):0210214 Rated Home Calculated Energy Use(MBtu) Rated Home Cost($/yr) Heating 52.5 $3,494 Cooling 3.1 $206 Water Heating 2.4 $161 Lights&Appliances 25.1 $1,667 Photovoltaics 0.0 $0 Service charge - $144 ,, •c;ased on standard operating conditions ERI with PV.,58 ERi without PV:58 Electric(kWh):24,356.7 CO2 Emissions(Tons):10.5 Natural Gas(Therms):0.0 PASS This home MEETS the Energy Rating Index Score requirement of New York 2020 ECCC Compliance Report(ERI Pathway) for Climate Zone 4.It MEETS all of the requirements verified by Ekotrope.Mandatory requirements are summarized on the 2nd page of this report,some of which are not verified by Ekotrope. Name: Michael Catalano Signature: 111&ael Calrt2t'ame Organization: Green Guru LLC Digitally signed: 7/24/24 at 7:41 AM y�,oaiotia�y Company:RATERusa zr . Address:PO BOX 1280 = q(a'�r6-156 Phone#:855-273-7872 qc.� Fax#:855-273-7872 `RCOMOscN To determine if a provider is properly accredited go to: www.resnet.us/professional/programs/Search_Airectory (Confirmed and tested) 0 ire Provision Number Topic Compliance Decision I : 7. 'NIO ECCCNYSTable Building-tieiiii'aVenveloperniri!00m'itisiiiation'ieves-and,maX(MU P M" !,r,�1.1 ass 4 R401.3 Post a permanent certificate listing the level of efficiencies installed in Certificate required for CO the house ea cie maxi-ki kt s_ R4014.1. a % R402A.1 ITable R402A.1.1 Comply with air sealing and insulation requirements inTable Checklist required for CO R402.4.1.1 Pass* R402.5 Maximum fenestration U-factor and SHGC (U-Factor)Pass 0 G(;j Pass' R403.1.2 Heat pump controls Pass* puets 640W�bf conditioned space 16 be in Z J R403.3.2 Duct sealing on all ducts Pass* Duct-test,in ducts unconditioned space R403.36 Building cavities not used as ducts. Pass* iiXiater.ckdlatib Heated , dt' q s, circulation x comply.,..Y. R403.53 Hot water pipe insulated to R-3 Pass R403 6. edi inic6l.Veitilatibi meeting the k6ip666;6f thpIWorIM'C-C" Pa ss '7 outdoor air and ACCA Manual J and S conducted for all heating and cooling systems. ACCA forms required for permit -4, f in 5ervllngmu tip uni• ts`tcimeet the mechaniraf'.,; Pass* d f corn o IECC pire R403.9 Snow melt and icesystern controls installed where applicable Pass* ts 61s-4nd Ulrenlen P6j eet�eq Passe or heakefs,,tirrie,cloEcs and covers , " R403.11 Portable spas meet the requirements of APSP-1 4. Pass* R4041, iHigh efficacy Irglitsi fpermanently I J,fix,tures' Pass *These items have been field-verified by the Rater,Field Inspector,Code Inspector,or Builder. Ekotrope RATER-Version 4.1.1.3446 New York ECCC 2020 E111 compliance results calculated using Ekotrope RATER's energyand code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. 4 8045 Nassau Point Road Cutchogue,, NY 11935 Builder:Peconlic Building Solutions Inc THIS HOME IS CERTIFIED TO MEET THE NEWYORK ECCC 2020 ENERGY CODE Building Features Ceiling Vaulted Roof,R-30 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside 31 CFM @ 25Pa(155/100 ft-) Foundation Walls N/A Total Duct Leakage 85 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Air Source Heat Pump-Electric-93 HSPF2 Slab N/A Cooling Air Source Heat Pump-Electric-15.4 SEER2 Infiltration 1990 CFM50(2.97 ACH50) Water Heating Residential Water Heater-Electric-3.75 Energy Factor Window U-Value:0.3,SHGC:0.28 As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating Is Projected,I certify that the building design described herein is consistent livith the building plans.specifications, and other calculations submitted vAth the peas it application.if rating is Confirmed,J 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 ofthe IECC or will be verified as such by another party. Name: Michael Catalano Signature: 62&1�zi'itlz� Organization: Green Guru LLC Digitally signed: 7/24/24 at 7-41 AM Ekotrope RATER-Version 4.1.1.3446 New York ECCC 2020 certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,ind uding appropriate amendments. I t Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the Information shown on this report. Energy Corte Inspection Checklist Property organization inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater iD(RTIN):0210214 RESNET Registered 0210214.415D.804SNassauRointRoadl" Builder (Confirmed) Peconic Building Solutions inc General Building Information Conditioned Area(sq ft) 3,752 Conditioned Volume(cubic ft) 40,136.64 Insulated Shell Area(sq ft) 14,796.33 The building 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 None Present Framed Floor Name:First over garage(5855 s.f.) R-0 continuous insulation,R-30 cavity insulation insulation Grade:I Name:First over Cellar(1,093.93 s.f.) R-0 continuous insulation,R 30 cavity insulation Insulation Grade:I -31 Name:First over Crawl(141.79 s.£) R-0 continuous insulation,R 30 cavity insulation Insulation Grade:I Name:2nd Fl Overhangs(136.54 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:I Foundation Wall None Present Above Grade Wall 1 Energy Cade Inspection Checklist Property Organization inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater ID(R11N):0210214 RESNET Registered 0210214.415D8045NassauPointRoadl' Builder (Confirmed) Peconic Building Solutions Inc Name:Walls(3,607.63 s.f.) R-0 continuous insulation,R-21 cavity insulation Insulation Grade:I Name:Wall to Garage/Bsmt(43.12 s.f.) R-0 continuous insulation,R-21 cavity insulation insulation Grade:l Rim Joist Name:Rim(214.43 s.f.) R;21.00 Cl Name:Band(20552 s.f.) R:21.00 Ceiling/Roof Name:Ceiling (8,767.87 sf.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:I Opaque Door Name:Balcony Door(14.73 s.f.) R:2.80 Name:sliding Door(22.1 s.f.) R:2.80 Name:sliding Door(22.1 s.f.) + + R:2.80 Name.,sliding Door (22.1 s.f.) R:2.80 2 Energy Code Inspection Checklist Property Organization Inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.41SD.8045NassauPointRoadl' Builder (Confirmed) Peconic Building Solutions Inc Name:Back Door(14.73 s.f.) R:2.80 Name:Front Door(14.73 s.f.) R:2.80 Name:Door to Garage/Bsmt 0 7.72 s.f.) R:2.80 Glazing Name:1 0 4.12 s f.), U:0.300, SHGC:0.28, Orientation:EAST I Name:2(22.75 s.f.), U:0.300, SHGC:0.28, Orientation:EAST Of Name:3(14.1 s.f.), U:0.300, SHGC:0.28, Orientation:EAST Name:4 Balcony Door(36.63 s.f.), U:0.300, SHGC 0.28, Orientation:EAST Name:5(13.21 s.f.), U:0.300, SHGC:0.28, Orientation:EAST Name:6(13.21 s.f.), U:0.300, SHGC:0.28, Orientation:EAST Name:7(14.12 s.f.), U:0.300, SHGC:0.28, Orientation:EAST Name:8(22.75 s.f.), U:0.300, SHGC 0.28, Orientation:EAST Name:9(14.12 s.f.), U:0.300, SHGC:0.28, Orientation:EAST Name:10 Sliding Door(40.62 s.f.), U:0.300, SHGC:0.28, Orientation:EAST Name:11 Sliding Door(40.62 s.f.), U:0.300, SHGC-.0.28, Orientation:EAST 3 M Name:12 Sliding Door (40.62 s.f.), U:0.300, SHGC:0.28, Orientation:EAST Energy Cade Inspection Checklist Property Organization Inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.415D.8045NassauPointRoadl' Builder (Confirmed) Peconic Building Solutions Inc Mf Name:13(18.69 s.f.), U:0.300, SHGC:0.28, Orientation:EAST Name:14 Back Door(36.63 s.f.), U:0.300, SHGC:0.28, Orientation:EAST Name:15(14.12 s.f.), U:0.300, SHGC:0.28, Orientation:NORTH 1�' Name:16(14.12 s.f.), U:0.300, SHGC:0.28, Orientation:NORTH Name:17(14.12 s.f.), U:0.300, SHGC:0.28, Orientation:NORTH Name:18(14.12s.f.), U:0.300, SHGC:0.28, Orientation:NORTH Name:19(7.42s.f.), U:0.300, SHGC:0.28, Orientation:NORTH 13 Name:20(14.12 s.f.), U:0.300, SHGC 0.28, Orientation:NORTH Name:21 (14.12 s.f.), U:0.300, SHGC:0.28, Orientation:NORTH Name:22(8.25 s.f.), U:0.300, SHGC:0.28, Orientation:NORTH Name:23(14.12 s.f.), U:0.300, SHGC0.28, Orientation:WEST Name.24(22.75 s.f.), U:0.300, SHGC:0.28, Orientation:WEST E31 Name:25(14.12 s.f.), U:0.300, SHGC:0.28, Orientation:WEST 1-I Name:26(13.21 s.f.), U:0.300, SHGC:0.28, Orientation:WEST Name:27(19.23 s.f.), U:0.300, SHGC:0.28, Orientation:WEST Name:28(14.12 s.f.), U:0.300, SHGC:0.28, Orientation:WEST 4 Name:29(22.75 s.f.), U:0.300, SHGC:0.28, Orientation:WEST Energy Code Inspection Checklist Property Organization inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.415D.8045NassauPointRoadl` Builder (Confirmed) Peconic Building Solutions Inc 01•--� Name:30(14.12 s.f.), U:0.300, SHGC:0.28, Orientation:WEST Name:31 (8.4 s.f.), U:0.300, SHGC:0.28, Orientation:WEST Name:32(24.39 s.f.), U:0.300, SHGC:0.28, Orientation:WEST Name:33(8.4 s.f.), U:0.300, SHGC:0.28, Orientation:WEST C-31 Name:34 Front Doors(14.66 s.f.), U:0.300, SHGC:0.28, Orientation:WEST Name:35(14.12 s.f.), U:0.300, SHGC:0.28, Orientation:WEST rl Name:36(22.75 s.f.), U:0.300, SHGC:0.28, Orientation:WEST L� Name:37(14.12 s.f.), U:0.300, SHGC:0.28, Orientation:WEST a-3- Name:38(11,13 sf.), U:0.300, SHGC:0.28, Orientation:WEST Name:39(23.09 s.f.), U:0.300, SHGC:0.28, Orientation:WEST Name:40(11.13 s.f.), U:0.300, SHGC-.0.28, Orientation:WEST i Name:41 (7.42 s.f.), U:0.300, SHGC 0.28, Orientation:SOUTH Name:42(14.12.s.f.), U:0.300, SHGC:0.28, Orientation:SOUTH t3 Name:43(13.21 s.f.), U:0.300, SHGC:0.28, Orientation:SOUTH Name:44(13.21 s.f.), U.0.300, SHGC:0.28, Orientation:SOUTH Name:45(13.21 s.f.), U:0.300, SHGC:0.28, Orientation:SOUTH 5 Name:46(11.13 s.f.), U:0.300, SHGC:0.28, Orientation:SOUTH Energy Code Inspection Checklist Property Organization Inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater I©(RTIN):0210214 RESNET Registered 0210214.415D.8045NassauPointRoadl' Builder (Confirmed) Peconic Building Solutions Inc r111 Name:47(23.09 s.f.), U:0.300, SHGC:0.28, Orientation:SOUTH Name:48(11.13 s.f.), U:0.300, SHGC:0.28, Orientation:SOUTH 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,24 hrslday,35 Watts Mechanical Equipment Hot water•Electric•100%Hot Water Load @ 3.75 Energy Factor { Heat Pump#1 •Electric•50%Heating Load @ 9.3 HSPF2,50%Cooling Load @ 15.4SEER2 Heat Pump#2•Electric-50%Heating Load @ 9.3 HSPF2,50%Cooling Load @ 15.4 5EER2 Air Leakage Control 1-3 Test Status:Blower-door tested House is air-sealed as to achieve 1,990 CFM50(2.97 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 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 for the design home is 5 ACH50. 6 Energy Code Inspection Checklist Property Organization inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.415D.8045NassauPointRoadl` Builder (Confirmed) Peconic Building Solutions Inc Duct Leakage Duct System 1 All ducts and equipment within conditioned space Leakage to Outside specified as:2 CFM @ 25Pa(0.11/100 ft-) Total Leakage specified as:85 CFM @ 25Pa(Post-Construction) Duct System 2 NOT entirely within conditioned space,testing required Leakage to Outside specified as 31 CFM @ 25Pa(1.55/100 ff Total Leakage specified as:85 CFM @ 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:Totai Duct Leakage<=6 CFM25 1100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft 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. Project Notes Building Summary Property organization Inspection Status SM Nassau Point Road Green Guru L!C 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater Id(RTIM:0210214 RESNEf Registered(Confirmed) 0210214.415D.6045NassauPointRoad11935 Builder Peconic Building Solutions Inc '�',!+„ak..b 3'�^M;"�"" "a'^^#'i,^!'I:;r,;";a`�tui3.°tl.a;?„. .�.g�+y,n?nx,rorww.;w��n;,.FP;�°n�. �•�,^.;>«.;,.3"�+`'.:x��'7•> "+`.�c•�rr ^w+' ;,o'«n�we ;+;�'�.""'�",rn'��.`",oawr"'� .,, �'',,£-�r�i��`��iir:�{� ��'�`R��X�4��9��Q�a4�w� � 1•r�''t .�2p�vy�'� �d<�xs v� Kay rx', f�`"m t`",�',�,`^,� � ✓fi i`�. !,m .:i�..:✓r•.$a..,,.s..ar.;,m.,...s`,.,na'...1>� `'�'r r E.'a;,. «. .�ws� ,�a.wr....'.iw 'r r..,�:,J�w'....,,2,y.Y,t�Xw.,;��;r<issra;m 4 Number-O Floors 2 Has Electric Vehicle Ready Space No Conditioned Volume[cu.ft.I 40,136.64 total tlnr[s4en Builcitng Residence Type Single family detached Floor Number Community iECC 2021 Climate Zone 4A *',a ayrz e,�..,..�.,-+t*, saS".?�a',,,�a„p�gar;.,„„'M;;,ryn,aw�;sz°wo-_, ."",x"^'^i*r^y, nNt;cmrr".:�`°tiV�;,;�. r^�*,±e ^+*urzg+�^wpxu^er,#. ,�?rx',?'.,',rne;^.;�n.�.•'k�n°"."^'^,;.:: -„,,w�+w, ,'� `?,�" ,,fie a„�',,dr"9,?. ;� d+."5� rx,e5f;,,j„ 'ti na ey,! 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"."b'''y. :s .4 ,.,: Xw+dx ,�; �,;r ,t �„ ,M,,;. .di X „,Y w .,''•; :rt v ,,.A".yt ie gt,'2"�' s ;.�.�„�,®R, .,pi�,,,�"s^*, t. +kC .r��.�•►�.y5, Cr�y�y ;{■fir�^y;p&' p' S ( R.',��i�'�` �' e e�u'�` t�' :S: ',�(�.k, �.�Gq� +4 k�' � +'�"�� ,�p,�i�f'rf«��'t k g,�s,,;na.,,,•,,w;��^qt..,ds.'+Sch "C:«arL r',�r �.5 �,. �'s�b +'�i<u ty^: +q k+�,M^`r« 'k Y,s }i�",'` 'r� h•t ,r'i:+�,5,a r-"�. � .>�,a::.�.5.._�m:'.6.$.awn a*'nd4r. rw'.rAWa " .,...«..,:� x i. s,•`,+ 2.:�.£:su:��a: ?3.w�``..o..G.,u�''��, iS« ��se�`xeR };.,;F,ak, �": Name Effective R-value r�* ^a ,? r^t;•4„'9".y'*r `7","?" ,c" r±°�q+'^i ,;a, m w�rF ti' ?,,m;r+a,F`al^;r, ,•"e '�'' r d.s k ro„d a t'� aY v ,✓ d 1" +��R "w"� ,'r ✓ E, �k." .,c. ;t.',s' zi `(`'�.,�ro ..`di>,�,>:nc'"�s's�y'.�.�' W '�`�S �'.�aS': ,?•.ri:''.n'�%s:a°.�::�"ta'' ,`��s'�»�'4+i'�''4 `✓;"+;,,,9r*'''w�?''�,a"*_-:t;a '`''"�`x' +''r.,.s"a ��' �''``"':Y r`S� 5 :�{: `�c .s�;'x 'arc 'r' w R x �7�O '�.'S �f YA,� �7 �r `ki „`"'�":it;*M'-`,�� gam' f" .�1.�` w,.,ti'xs y ::. ^p ti" Y T+ as 1' •2�'rt 'v+"' `°� ,PNha. ! .� -°r;,s%n J t1p 'sYr �"y to vw• p7 <.�,. �, ,�- ^^�"' }'&T t, S` a. 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NameLibrery7ype ( Surface Area Location Band R27:6� 2055 ft=:; Exposed Exterior: RIM R21'61 214.4ft=i Exposeif,Exterfor: F7 rf'Hxrp' 'Sx;7r ,',,.`ts;, riTM;?lu e'"'w,.'"`wn,:;,�;, ,»�-'v r',r;.x« .,�.e i'"y°°:+' a+a."".,,..m.,;,,+gw,"�",'�: „> 't ""„p,�.jS"5 "' ^„°"C,•��..;;"';';" > mwn�» �"r_^?r.+,�.,'«s •.+.n.+..,,rv�gy ' Name Effective Insulation R•value R21.0 r 27A01 , r.r i ,�'i"' ;' a s"" `t 't„'rrs"",�y"^a'"y".'""�'"'`A'"R e: -'w"�'aro""�'�.,W,', k", °w"? pa� �-��wy�'.. � ,,,,��m�.',�,Gy. „�;'�...>+ a�,,}�'J�n i-�c� -,.'�S�yy 9�p{'+:�,y vi �C'A��S"� t t y,"F ;-.�,��' ;�:'.`�,`^�: �p,*i� yra C•'�x} s',a�,d-.'",'' �'a$ Si ,4 "l, -w , A'Y.X '.' sv��`.'#Y`b, v`r, i0y{..rh,.'MT' T �1^ �Y r V 'k 4,g,Yg-Y.•4 .' ✓l' i,�4 'gy:� ,k" . �' � ` 1•'�x"1l^s�` � � gg Name LibraryType Surface Color Solar Absorptance Surface Area Location Wall toGaragelBsmt' '' '„R-211 Medium; ;.; "075 43.1 R'=.' Urironditfoned attacTiecf' Walls R-21 y Medium". 0,75! 3,607.6 ft' Exposed Extenar; 2 Building Summary Property Organization Inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered(Confirmed) 0210214,415D.8045NassauPointRoad11935 Builder Peconic.Building Solutions Inc V11 'L•braLasf r ,, Name Effective R-value GlazingFREW Name LibraryType Wall Foundation Wall Is Operable Overhang Overhang Ft To OverhangFtTo Orientation a Surface Area Assignment Assignment Depth Top Bottom 1,;,.Dbt/LoF-N%odJ Walls' ;.,r:' : .: Yes 2j 1.57 6.34 East 14.1 ft= 3028.1 i 10 Sliding Door: E)61/6 -Woodi Walisi; . Z Yes( 2 758 East 40.6fe 3028( i 11 Sliding Door...DbVLoE-Woody Walls!-,' ;::' Yes 2; 12 1738 East 40.6 fP <,3023• t i 12 Sliding Door--'DbVLoE ,Wood; Walls Yes i ;63 2.58 8.76 East 40.6ft2 3028 1 13 DbVIOE-Woad; Walls Yes 2i 1158 14.83 East 18.7ft' 74 Back Door:; j�bVLOE=4Vood Vdaiis `..', ;,::., `,-' Yes;' :,' '.,' ,,'. ' 2i 12 17.5 East 36.6 ft -,3028 f �. ! 15: DbVLoE-4Vood; Walls`.. Yes "' 2 L58 6.35 North 14.1 fe 3028, '- 16 DbUidE-Moody wails[c:: Yes(:" 2i 1S8 635 North 14.1 fe 3028' F 17:µ-Dbi/LoEAVood,i Walls; ;.'s'v „'• Yes F 2; 138 635 North 14.1 fe 362$'' ( + a 18,_DbVLoE-Wdod� Walls;::'> � .: Yes[ •'•.;.;'. ''r- "2J 1.58 635 North 14.1 fe 19, DkiVLoE•4Voad! Wails, yes l 2f 1.58 4.85 North 7AIf 2`""iDbULoE<Wgod 4Vallsk ; Yes,''' :;.'2 1.57 634 East 218fe 3028; 20 -DbVLoE-Wood! LValis`:' Yes '21 11.5 16.27 North 14.1 ft `3028+ f 21.:DbI1LOE-Wood ( Wallsy Yes 23 11.5 1627 North 14.1ft 3028 22 'D6A09-Wood; walls_" Yes! ::2; 11.5 15.04 North 83fe 23' DbtJLoE'Wood Wa11s, ties` 2; 1.57 6.34 West 14.1 fP 24 bbVLoE Wood! Wails Yes C 21 1.57 634 West 22 S fe 3428; r :.1 25;,t DbULoE?Woodf Walls; _:_ ", Yes -21 1.57 634 West 14A fe 30261 26: DbVL6E-44dod1 Wallsl;` „ Yesi . 2 1.57 734 West 13.2 fe 3020t i 1 27,,.;-DbAbEAVood; Walls; Yes ;2z 1.57 4.83 West 19.2fe 3028? 281,_DbVLoE'Wood; WaUst Yes', 'i;: Z 137 834 West 14.1 if 30281 -... ` j 3 Building Summary Property Organization Inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Alichaet Catalano Rater ID(RTIN):0210214 RESNET Registered(Confirmed) 0210214.415D.8045NassauPointRoad11935 Builder Peconic Building Solutions Inc Name UbraryType Wail Foundation Wall Is operable Overhangg OverhangFtTo Overhang FtTa orientation Surface Area Assignment Assignment Depth Top Bottom 29.-e tibi(LoE=,o-vood{ Wails; Yes}_ 2 1.57 6.34 West 22.8 if 3028; { i 3 QLiVLoE wood'; tNalls r Yesl 2; 1.57 634 East 141 fie 30 iipllLoE Ss!ood, Wa11s,^ � Yesi "2i 1.57 6.34 West 14.1 fit' :3028 t 31Dptlt6E,NlooO Watlsi yes ;2� 2 438 LVest $oft= 32 DbltloE Wood; Wails;. 2 2 6S West 24.4ft2 :302$i 33''Db1JLoE=Wand; 1nlaUsi Yes 2j 2 438 Wed &4fe 9028, S 34 Front Doors DtrtlLaE Wood; Ulalis! Yes 878 1S3 4.61 West 14.7 fe 3028'' 35 QbVLaE=Woodi 1Valls. Yesl 2j 2 6J7 Nest 14.1 fe 36 'Qbl/LoE Woo wall Yesk 2� 2 6.77 West 22.8 fe 3028^ '- 37 DtiUlaE t'Pooii; Walls` Yesj 21 2 6.77 West 14.1 fe •302$i ,.. # 38i DbULoE-Wood; 1=lralts; Yes t 2! 1.54 6A West 11.1 ft2 3028; 39 ;Dbillo8 LYood? Walls;, Yes: 2 1.54 6A West 23.1 fe 4 Balcony Door DbVR E-Woad; Walls:'_ Yes' 2i 1.6 7.1 East 36.6112 3028' 40,':Obl/LoE-t+'Jood' Walls ';' ., ' Yes?. 2j 1.54 6.4 West 11.1 W 41 Walls:;,.=,;','. YesE:`,''.. -. >':.`, 2 1.57 4.84 south 7AW 3028i ; 1, 42' 'Db(dLaE Nioadi Walisl Yesk I 21 1.57 634 south 14,1 ff 3428; r., 1 43`r'DbftoliVbbd. Walls!:,,,',..;* ',',' YeSr `;,2J 1.57 734 South 13.2 fit` 44 DlillLaE Wood' Wallsj Yesk 2 1.57 734 South 13.2 ft' 3028, 45 Obt/LoE Wood; WaUv Yesk 2i 1.57 734 South 13.2 ft' 3028; 46, Dblkalt Wood' Walls% Yes 1,46 632 south 11.1 ft2 3028 47 'Db11LoE-UYaod; Walls: ;, Yesj 1.46 632 South 23.1ft2 3028. i 48 DbtYLoE 4Y6od, Walls,_ Yes 21 1.46 632 South 11.1 fe 5 DbVlAE=Wggd^ Wads; Yes! 2{ 1.57 734 East 132ft s 6,;Db1(LaE-;V'ModE LVaUS: --Yes` 21 157 734 East 13.2ft2 3028 _ t 7 ',DbVLbE Wood; VJatls', Yesl 2 1.57 634 East 14,1 fe 302$ l 8 OIa1114E;Wood' Walls Yesj 2? 1.57 6.34 East 22,8 fe -3028' Wa11s; Yes;,-,: 2' 1.57 6.34 East 14.1 if 302$; ( ! Building Summary Property organization inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN)-0210214 RESNET Registered(Confirmed) 0210214.415D.8045NassauPointRoad11935 Builder Peconic.Building Solutions Inc r,mN, y�a '�,.x+ "«pTII •vr` pr ."P ire ,, '; "" r' �;'.Rf,,!�- y3,r chi laziin^Library ti `` ��1 S"W' Name Shgc U factor DbVLoE-Wood3028.` 028; 0.300 a S ght a .1111'.VL.�:td��v � ;�,4�w5 '^ , �',��w' � �. ,'•'G,r+nf�a�,n ..i:Sd;>.t� 'tw ex 'wwS�'+F�. �• None Present Skylight L brary List None Present Name LibraryType Wall Assignment FoundationWali Emittance Solar Absorptance Surface Color Surface Area Location Assignment BackDoor`.2-114Wdsolid'corej Wal{sf 0.9'. ` ' '.0J5 Medium 14.7f Exposed Exterior Balcony Door,,2-1/4iNdSolidcorei Wallsl,- - 0.9i„; ;:' ;.'*0.75j Medium 14.7R' Exposed Exterior Door to Garage/Bsmt�;2'ki'4Wd solid;tgfe Wail to.: 0.9:;'':„' a,75 Medium 17.7fe unconditioned, „j Garage/Bsml attached garage Front Door, Walls(`'::;:,` 0.5,rc: ' ,'.'yT ,•0.75j Medium 14..7fe Exposed Exterior sliding Door 2-V4LVdsolid'core� Walls 09i 0751 Medium 22.1fe Exposed Exterior slidingDoor;<Zcyl4fVd solid-core i wails,;:.;= ; :::'=;+ : os!,;"'_ `s'=V.';0.751 Medium 22.1 ft Exposed Exterior sliding Door 2,1I4Wdsolidcore Wailsf Oa 475i Medium 22.1fe Exposed Exterior P + r Opaque Door Library Lixt Name Effective R•value 2-1/4 Wd solid core>y 5 Building Summary Property Organization Inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered(Confirmed) 0210214.415D.8045NassauPointRoad11935 Builder Peconic Building Solutions Inc �aR� ra k ,; t * r,. '�4 +� Roof ins' tati10 ' ,�p�y„�' a ''�.e, 'r,.. ,y ° ,,�a r; � � m ;'�'N„. ��i "•.r'� .w Name Library Attic Clay or Doestho Roof Slope Ceiling Eavetlei ht Eave Surface Solar surface Location Type Exterior Concrete Roof have Framing �n.) Length[in.) Color Absorptance Area Area[ftl RoofTiles Eaves3 Height[in.) Ceiling-R-3QVatiitedj 8,767.87;., NIA N/A NIA Medium 0.75 8767.9ft'Vaulted Roof ''� .�a.�AMe,+w.�: '�' 'awiGa'+ca"."'�4 +S;mf,�`i a'r 5�?4�+¢ � Wr+3...:1< 1r�iu"" �+e`'"�fii' ,�e,a. "• `' Aan" "'d, �sJ��`�d(;sC;' i.. ,«�°; �. Name Has Radiant Barrier Effective R•value R-30,Vaulted (1oi 2622 Whotea House lnfil,,� anon Infiltration Measurement Type Shelter Class 1990 CFM at 50 Pa' 8tolnrgr siootiesied� 2 � S •Mechanical`�entilatton VentilationType Ventilation Rate[fts! operational hours Fan Watts Runs once every EnergyRecovery Model Number Manufacturer Minute) per day three hours Percent ExhaustOnly'i itO.CFM; 24:' �t.ig'hting ?b Interior Fluorescent 4b Interior LEO Lighting 4b Exterior Fluorescent 46 Exterior LED Lighting 4bciarage Fluorescent ?5 Garage LED Lighting Lighting Lighting Lightin01 i 1 ,°*`�"' p' "r y ai fi sw �^', "7t'�"''rr w �a �"e''W"""�;,"�nyFi°"wF'�7^ .�"'""•,'�"p,, o "°'°".,�," .� i'�" ""'�'ma:s... �5 "eAt M r+� "�'ou`�� yr�1 �� , . � �� ,. . i� �nerat�o �` None Present 6 Building Summary Property organization Inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Michael Catakino, Rater ID(117IM).0210214 RESNET Registered(Confirmed) 0210214.415D.8045NassauPointRoadI 1935 Builder Peconk Building Solutions Inc TWR:1r None Present SolarGeneration Ron None Present AU, None Present 511 4 04*kra mo. suev ftL AV.- w =Y111M None Present WtrOi House Fan �7' a, None Present Whale House Farr Library Lis#. 10% Q None Present C-ghditt,%ning.p, ilDment_qa4 Mi e xp M;nl-WZ,1;XW ,4W Name LibraryTyper Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Load Location Heat Pump#1' Heat'PSeCies 5 11 conditioned space Hyperj ij� Heat Pump#2,�L 5 Conditioned Space 1-,P An9�Hyper L I Conditioned Space SAM HP H Hot water 65T-IQH -:%ate V Building Summary Property Organization Inspection Status 8045 Nassau Point Road Green Guru t!C 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater ID tRTIN).0210214 RESNET Registered(confirmed) 0210214.415D.8045NassauPointRoadi1935 Builder Peconic Building Solutions Inc E.quipnnen#. ez'P Series Hype'"Heau' E uI mentT e• Ai[SourceHeatPum Fuel Type Electric yr^,A,:-.::.,,.._..r.•„,._rc.,.,.., k., - - - - Distribution Tyne Forced MotorType ECM(Variable Speed) E _-- Heating Efficiency 9.3 HSPF2 at a i u A He n 'Ca c kBt !h 8'• _ Backup Fuel Type Electric Backup Heating Efficiency 1 Adjusted Efficiency Use defauCt 5upptemental Heatw__ _ _,.._ Yes Cooling Effidencyq 15_-4 SEER2 •:Coon`�a a i Bt /ti 2: - [- l; 'Equipmeh Ty MR41,1' , 0 . 5U0 HP Ho#Wa#er E ui ment T `e' Residentiai bVa}e�Heater::: Fuef Type Electric DistnklutionT 'e.,. ....' .. :..;.__.., HydronlcDelivergdRadiantj S Hot Water Efficiency 3.75 Energy Factor 8 Building Summary Prop" Organization Inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutcho-que,MY 11935 Michael Catalano Rater ID fRTIN)-0210214 RESNET Registered[Confirmed) 0210214.41 51),804514assauPointRoadl 1935 Builder Peconic Building Solutions Inc i,Z 'OU RY Heating Equipment Heat Pump#2 S%.Feet Served l,754 i G Supply Duct RValue 6 Supply Duct Area[fel 58 Fiettirn pact r ,4 Az Leakage to Outdoors 2 CFM 25Pa(0.11 100 fr) Total Leakage Duct Test Conditions Post-Construction :UseDefaulcFtawRate Duct I Percent Supply Area 100 z� Duct 2 utt -Localioq, h R 'S i :S. Percent Supply Area nt.,0tqrrw Duct 3 -to Cqi qq, Percent Supply Area 0Percent , eturnl A W5, Duct 4 Percent 5Ypp!y Area, Duct 5 -,e Percent Supply Area 0 Duct 6 CariditianeiSPace Percept SppplyAr", 0 Building Summary Property organization Inspection status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NYl 1935 411chael Catalano Rater ID WIN):0210214 RESNET Registered(Confirmed) 0210214.41 5D.8Q45NassauFolntRoadI 1935 Builder Peconic.Building Solutions Inc —,04 f Xni UTJ O Y, A Heating Equipment Heat PUmPAI # -p Sq.Feet Served 1,998 Supply Duct R Value 8 Supply Duct Area(ft�j 539.46 Litt Area Cft2 9 1., P . , , 1V Leakage to Outdoors 31 CFM @ 25Pa(1.55 100 ft) -,g Totat Leakage PqctTest Conditions Post Construction USe e Duct I V Location, Percent Supply Area 100 Duct 2 ......... Percent Supply Area 0 Duct 3 Percent Supply Area o Pice R pu Duct 4 Percent.SupplyAIea, Duct 5 .,.qq It Percent.�Supp!yArea�., 5:u- Duct 6 Con Itl 90S Percent Su Area 0 IkOuIA,ie!` AQ,r,401014 Not, ndO Yaq,"M M21V w V, a" 10 Building Summary Property organization Inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered(Confirmed) 0210214.415D.8045NassauPointRoadI 1935 Builder Peconic Building Solutions Inc WaterI K I I W 1 11 1, Z4111 MaM, 9-VIROM n tao 4k Use Default Hot Water Pipe Length No -.36, At Least R3 Pipe Insulation? Yes Drain Water Heat Recovery? No �w �V -232 -:Z. Fuel Type Electric Is Outside Conditioned Space No 16 Ax@11 bI J� DefaultsType Custom M Label ,96r R Annual Gas Cost $12.00 Gas Rate $1.09[rherm Imef 2.06 ENE A ,,,ja,, f jy.pe, Load Type Front-load -6 Is Outside Conditioned Space No Y Dishwasher Dishwasher Size Standard ishwasher Efficien ":,., ..:.Z Annual Gas Cost $22.23 ectri Gas Rate $1.091Therm 7 Dishwasher Available Yes Building Summary Property organization Inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogup-W 11935 Michael Catalano Rater ID{RTIN)-.0210214 RESNET Registered(Confirmed) 0210214.415D.8045NassauPointRoadI 1935 Builder Peconic Building Solutions Inc Yes, Range/Oven Fuel Electric Induction Range? Yes ....... Refrigerator Consumption 691 k'vVh/Year 12 Builder Affidavit Property Organization Inspection Status 8045 Nassau Point Road Green Guru LLC 2024-04-11 Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.415D.8045NassauPointRoad1' Builder (Confirmed) Peconic Building Solutions Inc Important Notice to Builder Builder affirms in this affidavit that all building characteristics described in the Building Summary Report accurately reflect tills New Home.Builder agrees to allow the Home Energy Rating System(HERS)Provider and/or Rater to verify building characteristics of this New Home fully at the HERS Rater/Provider's discretion.The HERS Provider and Rater do not create or imply any duty or obligations to Builder or any subsequent owner.Builder is responsible for taking any actions necessary to protect Builder's interest.There is no guarantee or warranty whatsoever expressed or implied from the HERS Provider or Rater, HERS°Index Score:60 Builder Name:Peconic Building Solutions Inc Builder Signature: Name: Michael Catalano Signature: UcAad C,614�l ,J2 organization: Green Guru LLC Digitally signed: 7/24/24 at 7:41 AM Ekotrope RATER-Version 4.1.1.3446 All results are based on data entered by Mtrope users.Ekotropedisdaims all{labilityforthe information shown on this report. • e o 1 w 1 a' RIM-- Ming" A4 • . a • ' �m�i� w um ,I -kw,, L m M. OD ® 't 1 14 am, RAP el llro.w-1 ZV T,1 iv ® RAM _r WA e � gt}ffOlK TOWN OF SOUTHOLD—BUILDING DEPARTMENT N x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I I�1 R } WEE �11 PERMIT NO. L Building Inspector: S P 2 0 2�21 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2 shall be completed. Date: September 17 , 2021 OWNER(S)OF PROPERTY: Name: Katz M. Revoc Trust(Melissa Katz&Michael Katz SCTM# 1000- 1 18-04-8 Project Address__.8045 Nassau Point Road,- Cutcho ue, NY11935 Phone#:201-446-4903 Email:katzvman@vahoo.com Mailing Address:` 494 Salem Street, Paramus,NJ 07652 CONTACT PERSON: NameV URAL TALGAT, ARCHITECT —------------- Mailing Address:436 7th STREET, GREENPORT NY 11944 Phone#:631-477-8963 Email:ura159 @ hotmail.com DESIGN PROFESSIONAL INFORMATION: Name:rURAL TALGAT, ARCHITECT_..._.._..__. Mailing Address: 436 7th STREET, GREENPORT NY 11944 Phone#: 631-477-8963 Email: ural59@hotmail.com CONTRACTOR INFORMATION: Name. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure BAddition MAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes MNo 1 PROPERTY INFORMATION 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 _40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County;New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are ,punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): U ral Talgat BAuthorized Agent ❑Owner Signature of Applicant: 114 -�- 7-;- Date: ZQ �Z' LAUREN M.MCKISSICK STATE OF NEW YO R K) Wdety Public,State of New Y** SS: No.01MC6342308 flUSI fled In Suffolk Couft COUNTY OF Suffolk ) Comml8eionExphm May 23.2M Ural Talgat being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of �EDTf'�'/ P� ,20 2 I Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) (We) Melissa Katz & Michael Katz residing at 494 Salem Street, Paramus, NJ 07652 do hereby authorize Ural Talgat to apply on my behalf to the Town of Southold Building Dep rt ent for approval as described herein. AL Owner's Sk4iture 7 Di4te Melissa Katz , Michael Katz Print Owner's Name 2 I , I Glenn Goldsmith,President ��0f so yo Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino G • Q Telephone(631)765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 19, 2021 Ural Talgat 436 7t" Street Greenport, NY 11944 RE: MICHAEL KATZ& MELISSA KATZ, AS TRUSTEES OF THE MELISSA KATZ REVOCABLE TRUST 8046 NASSAU POINT ROAD, CUTCHOGUE SCTM# 1000-118-4-8 Dear Mr. Talgat: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 17, 2021: WHEREAS, Ural Talgat, on behalf of MICHAEL KATZ& MELISSA KATZ, AS TRUSTEES OF THE MELISSA KATZ REVOCABLE TRUST applied to the Southold Town Trustees for an Amendment to Wetland Permit#9969 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 4, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on November 17, 2021, at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9969 for the full demolition of existing 1,861 sq.ft. dwelling and replace with new reconstruction of the dwelling with new first floor additions and a new second floor addition (total 3,799sq.ft.); portion of the existing 1,015sq.ft. waterfront deck adjacent to dwelling to be removed (132sq.ft. removed), 883sq.ft. of deck to remain; existing 12sgft portion of the dwelling.on South side to be demolished; a proposed 34sq.ft. addition to dwelling on South side; proposed 24sq.ft. outdoor shower adjacent to North side of dwelling; proposed new 16sq.ft. basement egress area way adjacent to North side of dwelling; new underground propane tank to be installed landward of the proposed dwelling; existing wood steps between bottom of slope and top of slope (3'x25.6') to be replaced and upper landing (3'x4') to be repaired (total 89sq.ft.); with the condition that any replacement of the foundation will require an Amendment to be made to this.permit-prior to the work being undertaken; and as depicted on site plan prepared by Ural Talgat Architect, last dated October 4, 2021, and stamped approved on November 17, 2021. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd h ... •....... BOARD OFSOtJTHOLD TOWN TRUSTEES SOUTHOLD,NEWYORK PERMIT NO. 9069 DATE: AUGUST 18,2021 ISSUED TO: MICHAEL kATZ&MELISSA KATZ,AS TRUSTEES OF THE MELISSA KATi,REVOCABLE TRUST:'..` PROPERTY ADDRESS: 8045 NASSAU POINTROAD,CUTCHOGUE SCTM#1000-118-4-8 ---------------- AUTHORIZATION -Pursuant to the provisions of Chaptef 275 of the Town Code of the .Town of Southold and in accordance With the Resolution of the Board of Trustees adopted ar the ffieeting'held,6n August 19, 2021, and in consideration of application fee in the sum of$250.00 paid by Michael Katz& Melissa Katz and,subject to the Terms and Condition's'a's' 'stated,in the.Resolution; the Southold Town Board of,Trustees authorizes and 1 permits thefollowing:, 30 Wetland Permit for existing onestory year iesiden-ce(l"861 so to be'renovated.:E�xisting firstfloor,water side,bay window structure(12 so at residence to be removed.Proposed.new first floor addition(13 so to w*aterside'of residence.Existing basement,(1,694.so with grade access 2.car garage,below residence to rem ain..Pro posed new second floor addition(1,810 so over existing first floor residence.Proposed new two story-building addition(116 so. to eii.sting,landward side of residence.Proposed new overhead exterior deck structure at waterside of residence,70 sf,at second floor level,above first floor existing exterior deck structuee.Pr000sed new covered entry porch and exterior,stairs(260 so-to existing landward'sideof residen&Pr000ged new entry deck(52 so to residence at waterside of existing residence.,Existing entry stairs and patio(250-so at landward side of residence.to be gin m6ved.Existing waterfront deck(1,015 sf) reffioved.Exi s!ting masonry stairs(16 so to South side of residence to be re -Proposed new hot tub(64 so.built into existing.waterfront deck structure adjacent adjacent to residence to remain. residence:to existing idence.' Exifting wood steps and landing(89 so from top of slope at waterside of residence to deck structurbadjacent to existing bulkhead to remain.Existing deck structure(79 so it top of existing bulkhead,,to remain.Existing beach stairs(39 sf)from top of existing bulkhead to beach,to remain.Proposed new 20 kW generator(15 so on South side of existing residence.Existing exterior patio.(383 so on South side of residence,to remain.Proposed new exterior ramp(200 so on grade to existing landward side of residefice'..Eiisting'retaining wall (33 Io at landward side of residence,North side,to remain.Proposed new 1A OWTS sanitary system,located at landward'side of residence,North.side of prope'rty.Existin'g gravel driveway to remain.Existing drywells for rainwater runoff fr6rn residence to be verified for size and location'additional dry-wells added if required for additional capacity.and verify gutters to leaders to drywells.Proposed new 6 ft wide non turf buffir-landward from. the top of slope.Proposed:installation of hay bails and silt fencing-during construction;and as depicted on the site; plan preparedby Ural Talgat Architect,received on August 12,2021" and.stamped approved on August 18,2021. IN WITNESS WHEREOF,the said Board of Triistees hereb causes its Corporate Seal to-be affixed, and these. _y presents to be subscribed by a m4jprity of the said Board as of the 18th day of August,2021. to 01 TERMS AND CONDITIONS• The Permittee Michael Katz&Melissa Katz residing at 8045 Nassau Point Road,Cutchoeve, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly-or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated-by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to-be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,"to provide evidence to anyone concerned that authorization was originally obtained. .4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation•of this Permit by resolution:of the said Board. a 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That-there shall be no interference with the right of the public to pass and repass along the beach between high'and low water marks. 7. That if future operations of.the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if;in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will.be required, upon due notice,`to remove or alter this work project herein'stated-without expenses to the ` Town of Southold. r 8. The Permittee is required to.provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's'Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain'all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does,not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. PROPOSED NEA EXTERIOR LANDING AND STAIRS,52 sf NEW BASEMENT EGRESS AREA WAY,16 sP PROPOSED NEA BUILDING ADDITION, MA OUTDOOR SHOWER,24 sP 13 ef,TO EXISTING RESIDENCE EXISTING RESIDENCE,TO BE DEMOLISHED EXISTING BUILDING AREA TO BE AND REPLACED WITH A NE-A REMOVED,12 sf,PROVIDE NEW RECONSTI2UCTED STRUCTURE, 1.IR4 sf, DECKING TO MATCH EXISTING W/NEW SECOND FLOOR ADDITION,Ip05 sI ' PROPOSED NEA OVERHEAD EXTERIOR DECK 5TfNCTURE,-70 SF, EXISTING ORYAT:LLS TYP VERIFY EXALT AT SECOND FLOOR LEVEL,ABOVE FIRST FLOOR EXISTING LOCATION AND SIZE DURING CONSTRUCTION AND EXTERIOR DECK STRUCTURE VERIFY GUTTERS TO LEADERS TO ORYWELLS TOP OF SLOPE PROPOSED NEW ADDITION, EXISTING NCN-TURF BUFFER ON SLOPE ROAD 110 St.TO EXISTING RESIDENCE EARwATEg LANE PROPOSED NEA COVERED ENTRY BOTTOM of SLOPE PORCH AND EXTERIOR STAIRS,234 sl EXISTING NEIGHBORING VINYL BULKHEAD CL — � EXI5TIN5 RETAINING WALL,33 IF� EXISTING IE16H30RIN6 WOOD GROIN . PROPOSED NEA IA OATS SEPTIC SYSTEM FOR A 5 BEDROOM RESIDENCE - 6 FT WIDE(LANDWARD FROM TOP N/0/F FFDP05ED SILT FENCE AND HAY BAILS 97.9 • I �• N OF SLOPF)NON TURF BUFFER PETER HOLLIS @DURING CONSTR ON UCTION SEE DETAIL N0"' 0 - !1 I O HIGH WATER MARK ALONG BULKHEAD public wafer St WOOD CAP OVER VINYL BULKHEAD 2 o J 15,AIDE EXISTING NON-TURF BUFFER bb'b ALONG THE LANDWARD EDGE OF THE LITTLE BULKHEAD-AS APPROVED BY TOM FJECONIC LP TRUST-ESNOVEMBER16,2011 BAY �_,�`�,11 iIIIII BOTTOM OF SLOPE N 8'L•DDrDDr 1.9YW Ex-4 . ;.v 99 EXISTING BEACH STAIRS TO REMAIN,39 sf _ o¢part•tir_• t_•"1 61•- I - EXISTING HOOD STEPS(3k25b')AND UPPER LANDING M149 TO REMAIN,89 sf EXISp,7 RBIGpCE W 6ARAGp1 �1 ! I 11II I STAIRS DECK STRUCTURE('Tk139 TO REMAIN,91 sf. UIIDER f'�,;U„„ ! 6' I STAIRS NOT BUILT- DECK !� - Heal of': I TOP OF SLOPE� Q�/� {�'n O Fes• b __ GR,L@ 15'AIDE EXISTING NON-TURF LOCATION MAP BUFFER ALONG THE LANDWARD _ EDGE OF THE BULKHEAD-AS L. V/ pu6[ie wafer ` I 66'a O AAPPROVED PPROVER BY TOM TRUSTEES U= 1 • J =�. `' i4 llob O 011 6 FT HIDE(LANDWARD FROM TOP • - - OF SLOPE)EXISTING GROUND 1 O 4 Is COVER PLANTS TO REMAIN,NON � R\ ... wsnrvc smnc maU .:t.. ufltu I 2_ I I I �_I TURF BUFFER O 11� 3 E GXAP OVER IVGNMBULG FKHEAD LA55 ..�.. BOTTOM OF SLOPE NEA UNDERGROUND EXISTING NON-TURF BUFFER ON SLOPE 1 O _ ;faeFn h%J PROPANE TANK TOP OF SLOPE _ EXISTING EXTERIOR STAIRS AND NEW OUTDOOR GENERATOR "R 1r RETAINING WALL TO BE REMOVED EXISTING EXTERIOR STAIRS D CKSTRUCTURE 8 FEET ED NEA HOT TUB BSOUARE,64 EXISTINGUILT INTO1 5 00,00„ W / P NEW EXTERIOR RAMP ON GRADE TO BE REMOVED,I6 sP EXACTIFY 82• LOCATION EXISTING DAND 51ZE DURINNGCONSTRUCTION AMID HOy, EXISTINGEXTERIOR EMA N,,363 sP VERIPY GUTTERS TO LEADERS TO DRYNELL5 S�TE PROPOSED NEW ADDITION TO lJ N/0/F EXISTING RESIDENCE,34 of PROPOSED SALT FE C SEE AND KAY DETA BAILS AIT�� ®�� JOHN F.ALOIA EXISTING FIRST FLOOR BUILDING STRUCTURE DURSt &ELWRA T.ALOIA TO BE DEMOLISHED AND REPLACED WITH A SOTMO 1000.110— public Water SITE (PLAN NEW RECONSTRUCTED STRUCTURE, 153 of PRORE'M: 6M NAG U PG NY NT ROB v EXISTING FIRST FLOOR BUILDING 5TRL'CTURE APPROVED BY ER: Mmnaal Aal:entl Manisa Kan SCALE:1•=20'-0• TO BE DEMOLISHED, 12 sP BOARD OF TRUSTEES as Trusncaofm.Hallam Ken EXISTING ExfRIOR DECK STRUCTURE Ravocabls Trent TO REMAIN WITH rat DECK TOWN OF SOUTHOLD SURFACING AND NEW STAIRS,B83 sP 09,690 af•D.916 ac,to hlBM1 water mark EXISTING EXTERIOR DECK STRUCTURE DATE N0u6867,p 17� Z MIND: R< - ecve AND STAIRS TO BE REMOVED,132 s1 RVEYOR: Na1M1an TeR Corwin 111 PO Boa 16 J=ENS"EM.New Ywk 11047 LICENSE 06066T GATED 29R021 . CUTCHODUE, N x a.a DATE:5/12/2021 1 D REVISED:101412021 URAL TALGAT ARCHITECT RE6waa (DISLT FENCE DETAILS 436 7th STREET N i J �•jiREENPORT.NEW YORK 11944 (63114T7.8963 ,,(/Cr/ i Q I 9GLL o I '`y-_ I Kx vECK I I Ian I Q I •mmoK I °----Q L I ^"a orrnc Pill ---- --- ------- L--------------------------------I nxa� L_J SECOND FLOOR PLAN FIRST FLOOR PLAN BASEMENT FLOOR PLAN SCALE:118"=1*4" SCALE:118"=1'-0" SCALE:118"=1--V NEW TOTAL FLOOR AREA:1,805 sq It EXISTING FLOOR AREA:1,881 sq It EXISTING FLOOR AREA:1,868 sq R NEW TOTAL FLOOR AREA:1,994 sq It NEW TOTAL FLOOR AREA:1.998 sq R i KATZ RESIDENCE CUTCHOGUE, NEWYORK iDATE:10/4/2021 0 Q•9 URAL TALGAT oI—m a nel jl�� ARCHITECT L__1 4367th STREET E0 ,.f-- GREENPORT,NEWYORK 11944 (631)477-8963 9 1 1 j I I I m ----- U0LLJI Li �0Lu Lul 00 0m©m 00�0 MOMM SOUTH ELEVATION WEST ELEVATION SCALE:114'=V-V SCALE:11V=1'-0' m ❑ -EB ❑❑ ❑ ❑❑ EAST ELEVATION �� ®�� Sm ICALE:1/4'=i'-0" 0 ❑ ' CUTCHOGUE,• EW..Y.QRK_ OATE:10 1 4 1 2021 p �' 6 41 D URAL TALGA F °� """ NORTH ELEVATION ARCHITECT SCALE:114'-l'-0' 436 7th STREET ^ 'I GREENPORT,NEW PORK 11944 //\a Town Hall Annex Glenn Goldsmith, President ��W, S®U�/ge® 54$75 Route 25 A. Nicholas Krupski,Vice President �® �® P.O. Box 1179 Eric Sepenoski6 Southold, New York 11971 Liz Gillo 7 a Elizabeth Peeples � • � MUM, ; D JUL 1 9 2024 BOARD OF TOWN TRUSTEES BUMDINGDEFT. TOWN OF SOUTHOLD TOWN )FS ®€ITA®I=' CERTIFICATE OF COMPLIANCE #2155 C Date:July 16,2024 THIS CERTIFIES that the renovation of existing one story year residence(1,861 sf)-removal of existing first floor, water side bay window structure(12 sfl at residence construction of new first floor addition(13 sfl to waterside of residence, existing basement(1,694 s with grade access 2 car garage,below residence to remain;construction of new second floor addition (1 810 sfl over existing first floor residence construction of new two story building addition(116 sf]to existing, landward side of residence,•construction of new overhead exterior deck structure at waterside of residence 70 sf at second floor level above first floor existing exterior deck structure construction of new covered entry porch and exterior stairs(260 s to existing landward side of residence construction of new entry deck(52 sfl to residence at waterside of existing residence, removal of existing entry stairs and patio(250 sfl at landward side of residence-removal of existing masonry stairs 16 s to South side of residence existing waterfront deck(1,015 sf)adiacent to residence to remain installation of new hot tub 64 s built into existing waterfront deck structure adiacent to existing residence;existing wood steps and landing(89 st)from top of slope at waterside of residence to deck structure adjacent to existing bulkhead to remain,• existing deck structure(79 sf)at top of existing bulkhead to remain.existing beach stairs 39 s from top of existing bulkhead to,beach to remain installation of new 20 kw generator(15 sfl on South side of existing residence;existing exterior patio(383 sfl on South side of residence to remain; construction of new exterior ramp(200 sfl on grade to existing landward side of residence existing retaining wall(33 I at landward side of residence North side to remain:installation of new IA OWTS sanitary system, located at landward side of residence North side of property,•existing ravel drivewa to remain;existinp,drywells for rainwater runoff from residence to be verified for size and location additional drywells added if required for additional capacity and verify gutters to leaders to drywells establishment and maintenance of new 6 ft wide non turf buffer landward from the top of slope, At 8045 Nassau Point Road Cutchogue Suffolk County Tax Map#1000-118-4-8 - Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 13,2021 pursuant to which Trustees Wetland Permit#9969 Dated August 18,2021,and Amended on November 17,2021 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for renovation of existing one story year residence(1,861 sfl;removal of existing first floor,water side bay window structure(12 sf)at residence-, construction of new first floor addition(13 sf)to waterside of residence•existing basement(1,694 s with grade access 2 car garage,below residence to remain construction of new second floor addition(1 810 sfl over existing first floor residence;construction of new two story building addition 116 s fl to existing, landward side of residence;construction of new overhead exterior deck structure at waterside of residence 70 sf,at second floor level above first floor existing exterior deck structure,construction of new covered entry porch and exterior stairs (260 sfl to existing landward side of residence•construction of new entry deck(52 sfl to residence at waterside of existing residence removal of existing entry stairs and patio(250 sfl at landward side of residence removal of existing masonry stairs 16 s to South side of residence• existing waterfront deck(1,015 s adiacent to residence to remaini installation of new hot tub (64 sfl built into existing waterfront deck structure adjacent to existing residence,•existing wood steps and landing(89 sfl from top of slope at waterside of residence to deck structure adjacent to existing bulkhead to remain existing deck structure(79 sfl at top of existing bulkhead to remain.existinp,beach stairs 39 s from top of existing bulkhead to beach to remain installation of new 20 kw generator(15 sfl on South side of existing residence•existing exterior patio(383 sfl on South side of residence to remain construction of new exterior ramp(200 sfl on grade to existing landward side of residencei existing retaining wall 33 I at landward side of residence North side to remain;installation of new IA OWTS sanitary s stem located at landward side of residence North side of properm existing ravel driveway to remain• existin drywells for rainwater runoff from residence to be verified for size and location additional drywells added if required for additional capacity and verify gutters to leaders to drywells establishment and maintenance of new 6 ft wide non turf buffer landward from the top of slope. The certificate is issued to MICHAEL KATZ&MELISSA KATZ AS TRUSTEES OF THE MELISSA KATZ REVOCABLE TRUST owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brook,50 Clrcle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.dec.ny.gov Ll S E P 2 0 2021 LETTER OF NO JURISDICTION B17 t-ENG:fit:PT TIDAL WETLANDS ACT. n,f,�.-.,. ;�.,.-� ;1 ";_;;. .Q � May 11th, 2021 Michael and Melissa Katz MK Revocable Trust 494 Salem Street Paramus, NJ 07652 Re:' Application #1-4738-04078/00002 MK Revocable Trust Property—8045 Nassau Point Road, Cutchogue, NY 11935 SCTM # 1000-118-04-08 To Whom It May Concern, Based on the information you submitted the Department of Environmental Conservation has determined that: The property landward of the line labeled "Top of Slope" as shown on the survey prepared by Nathan Taft Corwin III, last revised 219/2021, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, no permit is required for work landward of this line. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely,:. Sherri Aicher Permit Administrator- 'PC: Ural Talgat BMHP / File H>I ORK Departmentiof smrecr orroatumn E6irO1inlQntal Conseivation g� EQL' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 3 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(D.southoldtownnV.gov seand(a�southoldtownnV.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11-18-2022 Company Name: PKJ Electrical Corp Electrician's Name: Peter Jackson License No.: ME-60122 Elec. email:PKJ.electric@gmail.com Elec. Phone No: 631-714-5444 El I request an email copy of Certificate of Compliance Elee. Address.: 8 Fairview Ave Holtsville NY 11742 JOB SITE INFORMATION (All Information Required) Name: Katz residence Address: 8045 Nasssau Pt Road Cutchogue Cross Street: Tuthill Lane Phone No.: 631-897-7318 Bldg.Permit#: 47192 email: Tax Map District: 1000 Section: -c6 Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Demo plus new dwelling. Basement, 1st, 2nd floor Square Footage: 73200 Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES � NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: Nov 2 2 909 PAYMENT DUE WITH APPLICATION � , f 2- BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ® Town Hall Annex ' 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 � '- Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrflsoutholdtownny gov -- seand(cr southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11-18-2022 Company Name: PKJ Electrical Corp ' Electrician's Name: Peter Jackson License No.: ME-60122 Elec. email:PKJ.electric@gmail.com Elec..Phone No: 631-714-5444 01 request an email copy of Certificate of Compliance Elec. Address.: 8 Fairview Ave Holtsville NY 11742 JOB SITE INFORMATION (All Information Required) Name: Katz residence Address: 8045 Nasssau Pt Road Cutchogue Cross Street: Tuthill Lane Phone No.: 631-897-7318 Bldg.Permit#: 47192 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF�WORK, INCLUDE,SQUARE FOOTAGE (Please'Print Clearly): „ .- �.[' ��,rL�xt:��J.,•� t,r` _,�:Y :'I if"l YIPI Q d�,�l,{ `�[ _ ,!.'�„y - quare Footage.:-r. Circle All That Apply: y - Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) .Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[:]Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information. PAYMENT DUE WITH APPLICATION S � �ko' V�4 1 0372,- I PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven . Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments G7.rT- bra 1 �eT PERMIT # Address: Switches 53 Outlets 9 3 GFI's Surface ' Sconces `�1 gatA wn�sal— 7 HH's 8C�' f kloc — 11 / P Qj1�({ UC Lts I � �� O, . �o+ 4A - 1 So A Fans Fridge ( HW .- l ' 3OA 'ylpV Exhaust — S Oven -S we,- 1 >'�!� Smokes — 5 -�Q(� � DW Mini arbon Micro — Generator — l = 2yKw -ombo a 4 Cooktop — Transfer -- ).gyp 4 �C — z AH Hood Service pecial: Amps Have Used emments r ) f J o non. o.iss. eat carrofar ems` C� ,•i4s. Able �.ss. .S, S,�b oa ter. �..,+ ;C.*:. -4s3: I b 6-�s,rir. a s orsi"fs'w� •r �� v �YJcrfss coa"ty MAC'` 0,,c" IUNYWyen Avpc FRYAN EIIAARY ' . .. ��.-�.- .� •S`Ci rX f� '�0l N (L"r; �r© vv" Sovrl4mo .: carrcr rSht N. Y: ' � 1 PROP05ED NEW BUILDING ADDITION, 13 sf, TO EXISTING RESIDENCE PROPOSED NEW EXTERIOR LANDING AND 5TAIR5, 52 sf EXISTING BUILDING AREA TO BE REMOVED, 12 sf, PROVIDE NEW EXISTING RESIDENCE, 1,561 sf, DECKING TO MATCH EXISTING W/ NEW SECOND FLOOR ADDITION, 1,510 sf PROPOSED NEW OVERHEAD EXTERIOR DECK STRUCTURE, -TO 5F, EXISTING DRYWELL5 TYP VERIFY EXACT AT SECOND FLOOR LEVEL, ABOVE FIRST FLOOR EXI5TIN(5 LOCATION AND SIZE DURING CONSTRUCTION AND EXTERIOR DECK STRUCTURE VERIFY GUTTERS TO LEADERS TO DRYWELL5 TOE' OF 5LUFF PROPOSED NEW ADDITION, EXISTING NON-TURF BUFFER ON BLUFF 116 sf, TO EXISTING RE5IDENGE HjLL ROAD) PROPOSED NEW COVERED ENTRY �30TT01� OF �LUFF (TU T -p LAN E PORCH AND EXTERIOR STAIRS, 260 sf EXISTING NEIGHBORING VINYL BULKHEAD CLE A tl EXISTING RETAINING WALL, 33 If EXISTING NEIGHBORING WOOD GROIN PROPOSED NEW IA OWTS SEPTIC SYSTEM FOR A 5 BEDROOM RESIDENCE N 6 FT WIDE (LANDWARD FROM TOP 97 .9 to OF BLUFF) NON TURF BUFFER N/0/F PROPOSED SILT FENCE AND HAY BAILS DURING CONSTRUCTION SEE DETAIL NEIGHS wA L ` p HIGH WATER MARK ALONG BULKHEAD PETER HOLLIS 1 STONE l l 1 _ public water S1 �'� 1 o WOOD GAP OVER VINYL BULKHEAD 6' 4X 13' WIDE EXISTING NON-TURF BUFFER LITTLE r, o __ '�' 4x8 �' 66' 6++ ALONG THE LANDWARD EDGE OF THE o ,, ' �^ I+ sT 3 1 ' ' 13' O BULKHEAD - AS APPROVED BY TOWN • �- Lp 2 TRUSTEES NOVEMBER 16, 2011 PECONIC _ 30TTOM O BLU BA Y 4x8 _� z o0 0, " E L I STO P ° ExlSi-tN. 33 ' ' 1 t EXISTING BEACH STAIRS TO REMAIN, 3ci sf -+ 8 2 0 R N ° FRAME ��"' EXISTING WOOD STEPS (3'x25.6) AND UPPER LANDING (3'x4') TO REMAIN, Sa sf rn � N �� — e• epp. EXISTING STONE eRIVEWAY RESIDENCE �..� p rn `� VA/ C�ARAC� EXISTING DECK STRUCTURE (-NI5) TO REMAIN, III sf, n� �. ° ° _ UNDER, 6 , STAIRS NOT BUILT ON DECK —� - . ° c.. _ -- f 861 1, s j H~rn. TOE' OF E3L_UFF Z 1 • L '° e n v�� r F.FL.- 27. 1 a � 50 p - J G.FL. 18.72 13' WIDE EXISTING NON-TURF FRpNT YP� ° - BUFFER ,ALONG THE LANDWARD O SE�P`CK ° , 2' , EDGE OF THE BULKHEAD - AS �n W ° D s O APPROVED BY TOWN TRUSTEES C°ek °�OVete� l 1 J ° public water ° e4 FI % ram 2s 1 e \ O NOVEMBE.R 16, 2011 a e t-� e P . ,1 I l h H p �° R FT WIVE (LANDWARD FROM TOP .• ° D 8 OF BLUFF) EXISTING GROUND ° a ' DW r� 1 ep � 2 ^� ELECTRIC 4x8 t_ ' COVER PLANTS TO REMAIN, NON o ° ""�— << METER I I04 STONE DRIVEAY,_ •\ ` I TURF BUFFER EXISTING ` wow-_ , 1 Little CD CA Peconic Ba ° ° e ��► 39 NNo EXISTING NEIGHBORING FIBERGLASS y °nR �— GAP OVER VINYL BULKHEAD ;U Z r n ^ ^ a Z m uTlu�.. E NEW OUTDOOR GENERATOR 50TTO1� OF BLUFF p EXISTING NON-TURF BUFFER ON BLUFF P��"0 �` a -- � EXI57ING EXTERIOR STAIRS n TOE= OF BLUFF O OVERH��WIRES D TO BE REMOVED, I6 sf p UTILITY POLE EXI57ING EXTERIOR STAIRS E?:15TING EXTERIOR PATIO ON PROPOSED NEW HOT TUB w�REs N`(T #� GRADE TO REMAIN 555 sf " / AND RETAINING WALL TO) BUILT INTO EXISTING APPROVED BY �J�j BE REMOVE DECK STRUCTURE S $Zo )09009, 0 0o NEW EXTERIOR RAMP EXISTING FIRST FLOOR BUILDING 5 FEET SQUARE, 64 sf BOARD OF .I RUSTEE ' SITE STRUCTURE TO REMAIN AND ON GRADE TGWU OF SOLI"I'HOL RENOVATED EXISTING DRYWELLS TYP - - VERIFY EXACT LOCATION EXI5TIN6 EXTERIOR DECK STRUCTURE N/0/F AND STAIRS TO REMAIN, 1015 sf AND SIZE DURING "tAT ITE D A JOHN F. AL01A CONSTRUCTION AND & ELVIRA T. ALDIA PROPOSED SILT FENCE AND HAY BAILS VERIFY GUTTERS TO � � StTM # 1000-118.4-8 public water I L 1 DURING CONSTRUCTION SEE DETAIL LEADERS TO DRYWELLS PROPERTY: 8045 NASSAU POINT ROAD S1 ADDRESS CUTCHOGUE, NY 11935 OWNER: Michael Katz and Melissa Katz SCALE: 1" = 20'-0" as Trustees of the Melissa Katz Revocable Trust WIRE FENCE NV FILTER CLOTH SITE: 39,890 sf= 0.916 ac, to high water mark Boutin HAY BALE $i1��>� I, ZONING: R-40 FILTER SURVEYOR: Nathan Taft Corwin III CLOTH MIN.b' AUG 1 2 2021 FLOYSI { PO Box 16 BELORADe 1586 Main Road L y` James port, New York 119 l� \ fi p 47 LICENSE #50467 DATED 2/9/2021 METAL WIRE FENCE NV FILTER CLOTH AND METAL POSTS IO'MAX SPACING ra RE= ;�D god' KA E t. ANGLE STAKE INTO �� PREVIOUS BALE 00 ON �+ FLOW CUTCHOGUE NEW YORK , 00 �' it , ,"� 2• REBARSTEEL PICKETS DATE: 5 / 12 / 2021 t t # O2* INX 2 D DRIVE S• FLUSH W/TOP OF BALES REVISED: 8 / 10 / 2021 , BOUND HAY BALES(ABUT TO ww ADJOIVING BALE TIGHTLY) U RAL• TALGAT HALF BALE TO BE EMBEDDED INTO SOIL MINI,IM OF 4" AND BINDINGS PLACED HORIZONTALLY ARCHITECT WRAP SILT FENCE UNDER HAY BALE AND DRIVE STAKE THROUGH. 436 7th STREET STILT FENCE DETAILS GREENPORT, NEW YORK 11944 (N.T„S.) SOUTHOLD TOWN TRUSTEES (631)477-8963 NYSDEC SUBMISSION SURVEY OF LOT 62 AMENDED MAP A OF NASSAU POINT CLUB PROPERTIES, INC. FILE No. 156 FILED AUGUST 16, 1922 SIT UA TE NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-118-04-08 SCALE 1 "=30, SEPTEMBER 30, 2011 FEBRUARY 9, 2021 UPDATE SURVEY AREA = 39,890 sq. ff. (TO HIGH WATER MARK) 0.916 cc. (TUTHILL ROAD) LANE RWATER LA CERTIFIED TO: CLEA MICHAEL KATZ AND MELLISSA KATZ, AS TRUSTEES p F ' = OF THE MELISSA KATZ REVOCABLE TRUST AGREEMENT, NR HOLLIS N 397.90M WOOD GROIN DATED MARCH 11, 2016 PETER N o UBS BANK USA S LFENCErg�WIREFIDELITY NATIONAL TITLE INSURANCE SERVICES LLC I ry�LOT m m UN E r tto� CE r WALL ONE WALL ALL I I 1 1 gRBORVRAE�7•S, 1 ►! 0 �]I O �� 2.3N. FENCE BORVIT �� Z24 11 11 ?f o= J r �' 11� Z 0.3'N. m H- CHAIN UNK FENCE X2d 4 23.6 _ �y 1 a 82.00'00 E CE ..• ..'.. `i ` J 0.2'N• m 1 111 ! o CONC. c� STEPS 24.7 900 NCE BLOCK W m y;aLn 1.5' W —4 .'... in 1.0'N. D=0 \ m U V S=cg �T{ FENCET v BLOCK ALL1.t4T 7i PICKE C t0/1 I. No+�� 111111\\I\ Z • I 3.5' ry a ;a r� . ' '' m " Ps �� III\III \\ \ \ o _ o 0 ►:� 62 � n .• •p.. �°.n CHIMNEY Aj ^' 1 �"HST\ � � ,� ~I I LOT O i :.. UNIT J 12 K WooD I I,I,I\ III \0= '•• b _ - ' IC BRIC 5TEP5 ` 1\ " 1 • • b '.' ��PATIO 1 • ;b .. t ME E7 i ��'t I \ \ UL}(HEAO •:' A \ b ., " STONE DRIVEWAY ONCE 0.3 CONC.yaON. 1 ' i I \N 10 \ M C IATTIFE 'PATIO 0 ` ; m IZ WOOD ,.5S. 396 12 '►� o Imo HNN UNK FENCE 5� •' I N _ IqLk__LMUV POLE � 1 O C 8 v \ NE i FSTAKE 0 SCN. 1.2'N'. — EkHEAD WIRES .. ME _ a F RA 1 • uT, POLE SHE .b •`' RAPP 0.7'4. / H Y7\R S NYf1 O • • _ i gib. �00'OO" W JOHN/F. ALAIA S 82 LOIA ... & ELVIRA • •b" ' LOT 63 I , •, ; ; ! f PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED i BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE=NEW YORK STATE LAND TITLE ASSOCIATION-' s�'f�� NOTES: ;• �4.� "ty3 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: '" :.' ':�' '• EXISTING CONTOUR LINES ARE SHOWN THUS: F.FL — FIRST FLOORyy — G.FL — GARAGE FLOOR T.B. — TOP OF BULKHEAD s B.B. — BOTTOM OF BULKHEAD , T.W. — TOP OF WALL B.W. — BOTTOM OF WALL � `��'�� `r y'`��'.�, ' N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. "Nathan af ItCorwin I I I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: StanleyJ. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno LS. TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. Title Surve s — Subdivisions — Site Plans — Construction La out CERTIFICATIONS ARE NOT TRANSFERABLE. Y y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 41-030 SURVEY OF LOT 62 AMENDED MAP A OF NASSAU POINT CLUB PROPERTIES, INC. FILE No. 156 FILED AUGUST 16, 1922 - SITUATE NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-118-04-08 SCALE 1"=30' SEPTEMBER 30, 2011 FEBRUARY 9, 2021 UPDATE SURVEY AREA = 39,890 sq. ft. (TO HIGH WATER MARK) 0.916 ac. (TUTRILL ROAD) LANE CERTIFIED TO: CLEARWATER MICHAEL KATZ AND MELLISSA KATZ, AS TRUSTEES 397.90, OF THE MELISSA KATZ REVOCABLE TRUST AGREEMENT, PETEROHOLLIS — TpOD GRaN DATED MARCH 11, 2016 pE1 UBS BANK USA LOT 6t F. nNCE I we I N 1 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC E wuL wu uL �1,11 I v 0LINK FENCE fF E > \ II t I 82700'00 0.2 CE RL 3 qA 1111111 bi sIEPS 111 I1 �£rn z 11 -: i••. .G BLOCK ••,��•'.• ,H,�E �� e�ooc.�'iui ,.Y� onn'�a•za o "�o�g IIII111111 � b� Y�Vr o.e 1 a •" aeIX Ryp �� 111111\ 1 V/ J 1'- � A" ..A': STEPS ,T�� 103• 1111 11�11 1� � � , to 1' ? ~ w Ip•• LOT 62 �,z. — 111 1111\\o PANG `R 11111111\ �,� MmR S 2J3 I 1 Bxs -`J `A Fi 1\ _ S70NE ORIVEwAY 3� z� CpNC,WON. O �C TIC • �� NOW 1et. mL c 3 �y LI s.• b Im _ .•ONlAOE FENCE �, 1 4�VINTT POLE � �{ JO 1 CE 1 a"ee� 12TL—..— RI,?Au-WIRE57••_• - FNAMED 1.� POLE E oa'N. 4n ..I^T�' . 0 ' & aF FA D,LofA HAY 1 02100 LAT.S S2 u LOT 68 Southold Town Board of Trustees PREPARE)IN ACCORDANCE WITH THE M.I. -' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED I BY THE LIALS.AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND ' TITLE ASSOCIATION. OF NOTES: TlaFl L. ¢'•� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS::id EXISTING CONTOUR LINES ARE SHOWN THUS: -----20--=-- 1'• ,,' !I >? t — rFL— FIRST FLOOR = GFL— GNN:E FIDOR TA — TOP ar BUUa10D B.B.— BOTTOM B OM Oi ULNHFM /� T.W. — TOPBOT or or a kN,Fi B.W.— BOTTOM OF MALL 1 'J.'JN. S.Uc. No. 50467 TO THESORRLD ALTERATION A VIOLATION ADDITION SE TIO SURVEY 6 ANEWY OF SECTION N LA OF THE NEW YORK STATE Nathan Taf t Corwin III EnuanoN LAW. COPIES OF THIS SURVEY MAP NOT BEARNG THE EMB LAND SURVEYOR'S DARE SEAL. Land Surveyor ESSm SEAL SHAH NOT BE CONSIDERED B • 1D BE A VALID TRUE COPY. CEREFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Stanley I I TITLE COMPANY GOVERNMENTAL AGENCY AND SMCCeSsor To: ose fi A.In eSGo LS.LS. LENDING INSRTUnDN LISTED HEREON,AND P 9 9n TO THE ASSIGNEES OF THE LENDING NSn— TUTION.CERTIFICATIONS ARE NOT TR06FMABIE. Title Surveys—SubcrMsions— Site Plans — Construction Layout PHONE(631)727-2090 Fax(631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT AWLING ADDRESS AND/OR EASEMENTS OF RECORD,IF 1586 Main Road P.O.Box 16 ANY,NOT SHOWN ARE NOT GUARANTEED. Jamesport,New York 11947 Jamesport,New York 11947 41-030 OB1cG FlReT PL.R a St91 R 6AR.se FLn fs.Ian rt eRAc4 urea fiiEYAna+na rt. / Br P0.riOC Tf3TN—OUT 24'DIA IAPE f. IffS POL1T.aK / / \ 2— °COVIlt1' GRADE A0E AID)SAFETY BfX06 IRON nPe bRADt:LPL 2a•T IKI-e H!,AVY �wnon eLaYwTIDn:Iee rt. IroLYlalc D-e°x w e011•R IV•Ol TO bxAOC OII),PROPOSED 5 BEDROOM RESIDENCE F1EVAFIAnoNe11A FT. / EXISTING FIRST FLOOR 1J361. \ . W/NEW SECOND FLOOR ADDITION,I v, NQ T -FOOL.Iesa N/O/F PJ(15nNG BASSEMENNbARA&E,1.900 ofcam x 'W s•rnA bDlE-9e � JOHN STACK PROPOSED NEVI ADDITION \ IG 46L2 .16e°' as roq_,e Residence / TO EXISTING RESIDENCE public wW= pp0p0Sm 10]N CpVEgEp ENTRY ELECTRIC LINES TO A DATE, \ mm 9 N IG N6]6' MIN PORCH Afro EXTERIOR sraRs ° ROAD) PLANER AND PANEL N (TU'THILLFTR T T,7 E%ISnNG RETNNING WALL PLA.GISJ AGAINST fI0U5E � SEPTIC PROFILE CLE HR'` 1ER=�L`I� PROPOSED NF_V7 AI ON�FTSEOPfLIGf SYSTEM O A 0 YM TYP TVERIFY EXACT ro4 IN.n6.( LOCATION AND SIZE \ EX STIN&NEIGHBORING VINE BULKHEAD _ITV FOR A 5 BEDROOM RESIDENCE EXISTING NEIGHBORING WOOD GROIN TEST HOLE / -R1.A 5 DE GEN7 TANK IFC) DURING CONSTRUCTION -CLfANDUT NO6CALE -DISTRIBUTION BOX(DB) I I BY MA RNMcDONALDGEOSCIENCE -(2)G'DIA x B'HIGH LEACHING POOL(LPI 1=�'•' N/O/£ / 397.90- 1 7E6T ROLE ASOUTHOLD Tq d16121YG 1971 -FUTURE LOCATION FOR b.J 0'DIA x B' O PETER HOLLIS HIGH LEACHING POOL 0e) - C _ 1111 I HIGH WATER MARK ALONG BULKHEAD ELEV.e1Td putilsw°der I LOCATION OF P905TING SANITARY—FILLED 1111111 I WOOD GAP OVER VINYL BULKHEAD DARKRROWN LOAN OL pD[,.�� TO EE ABANIDONED AND FILLED {� `E 1,,, '{�/ H EXISTING WATf9L 1' BROWN 6ILTY SANG 6N LINE FROM ROAD I �I ` LP m ro 111I1 I Jp, LITTLE PECONIC BAY TO RESIDENC0 F1' N aZ•oo•QQ'• E ' \ '• 1j11111 1T PALE BROWN FlNE SAND SP PUBLIC WATER T .�`; '�'•••• COMMENT6:NOWATEREN000NTERED MAIN UNDER ROAD I / �M`k'•: _ _ / - •: �'/,.'. q�ll.{"qJi, 1111111/1 E%15TIN5 DECK 5TRUOTURE TO REMAIN,5211 eN TOP OF SLOPE LOCATION MAP Ju+ �\ public water ___ ues're—n '•/ EXISTIRNoG�1/YATIR I / .' \—/ LINED=,ROAD 39 Z •' EXISTING s" / - m a FOVER VINYL O� T-�UreD+ A0 m FO O N6 EXMRJOR PATIO �GOPOSED NEW HOT TUB ON GRADE TO REMAIN BUILT INTO EXISTING / VEGr EXISTINGSTRUCTURE FIRST FLOOR BUILDING D FEET SGUARE,"eP STRUrTURE QW ��5KJ6 Krt Dr STRUCTURE TO REMAIN AND Q•()*, \ RENOVATED / EXISTING VERIFY EXACT S(OYU f S BY y \ NEW EXTERIOR RAMP E%I5TING EXTERIOR DECK 5TRUOTURE LTYPOCATION VERIFY EXAOT \ AND SIZE ON GRADE AND STAIRS TO REMAIN,1015 ef/ DURING C0N5TRUOTION SITE DATA N/D/£ JOHN F.ALOIA ,,,,,,,�m•„m,,,,m„s scTMe 190a-116.4Ji a ELWRA T.ALOIA SITE PLAN- s I��• '°>'"o°°'.°� m.muav�ua r..nmm'emw,..u,o•.mnv,m. PROPERTY: CW CH DUE, 11 ROAD Residence OMER:ADDRES5 CUTMI,Ic,.IKc ,NY1199E OWNER: 1.Tm,Nef M,H Nee publie water ` ea True bee Rf Ow Ma9eee qM SCALE:1'v 20'-0' � �e"" SUFiOtK LDCNTv DEDARTREM OF HEALTH SERVICE R•vxeble Truel PERMR FOR APPROVAL OF CONSTRU .FORA SITE: 39,090af=0.916 ec,b M9h weuPmerk -'- S.—F.—RESOEECE ONLY ZONING: R•W SURVEYOR Nathan,C aM r PO Bo.tfi DATE N1 H.S.REP.No. Ra1¢1W 1666M,In Road - _ APPR --'� \��+ Jamonrori.New YorkllW) __ °me FOR NUa,xUu OF 6 BEDRDOEG LICENSE/56E6T y-"� _ •_. wvwuom,wvmrcmm.r DATED21=M1 1�rtnx.Aivxasax E%PIRESTHREE YEARS FROM DATE OFADPROVAL ELEVATIONS A18DATU RENCEO o v 6SNGLELINEONGRAM TO NAV.D.19800ATUM KATZ RESIDENCE •---r ti,.-- — __ __ ,.e.m.'...,-....,... m" F1BOA n.orveR :.��___ aba.dwmemwmoemore eanlwrewlzm muel6am conformance vnN the OeDatmenh vu.- enu. Submil wmDleled form W WM-080 ea pool •' ® '` CUTCHOGUE, NEW YORK DATE:6/2912021 _ er6 REVISED:8/1112021 URALTALGAT ARCHITECT SEWER LINE A36T EET MAC 100 GREENPO67t NWY h T YORK119AA I' FUJI CLEAN CENT BLOWER AND PANEL DETAIL CLEAN-OUT DETAILS BLOWER DETAIL SCDHS SUBMISSION (631)4'ff8963 PC.- D2 e-.2/E Y SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDE NICE Date H.S.R. No. _ 10/12/23 R-21-216d The sewage disposal and watet supply face ties at this fixation have been �:<• inspected andior certified by the Department or other agenvw and fourd, to be satrsfatlory FOR AtAAXIMUfA OF 6 BEDROOMS. ix CRAIG KNEPPER,RE,CHIEF Oftxe of WaslewaterManagenrent JOHN STACK Residence �.}•:'.j;.::: public waterROA � 5 BEDROOM RESIDENCE �gTIIJLL WATER LANE ExisTIN&DRYWELL5(ON TYP P5 BUILT At OK 5EPfIG 5Y5TEM FOR A 5 BEDROOM RESIDENCE iv s'• -FUJICLEAN CENT TANK(PC) CLEANOUT DISTRIWTION Box(DB) ,„, •i r:;i r' -(2)G'CIA x H'NIGH LEACHING POOL(LP) 397.901 N HIGH KTER MARK ALONG BULKW `♦ �:,.�i .; PETER HOLLIS s:� Residence R public water yD• a J FASTING KATER - LITTLE PECONIC BAY LINE FROM ROAD to TO RESIDENCE E tir,'.�:.:wBLic rw N 100 627, c n •v'"MAIN UNDER POAr ` � Z wi0e+ce TOP 01 SLOPE .• �' w sAvse Ci _- _E aan " ExIsrING vaTER �YB 396.12' LINE FROM ROAD - O E d TO RESIDENCE . o _ 00�00 W EX15TIMV1 r✓n--5(DYV SITE DATA N/0/F PROPERTY: CUTCHO UE,W it ROAD A T. AZ ADDREss cmc 10 ,NY„aw \,^ &ELV—i T.ALOIA SITE PLAN ° '�` "°`"'°""'"° """"` j `Ai•:..: Residence `^::.�:"• bt{e aaTruateea otOn tMlbu xaU l.•, PD water SCALE:11-2(rmV _ Ita 39.M890 d Trot a/.0.919 ac.bni9b rahrmark � 20NIN6: Rio sURYEY01e NenunT hCmwlnl0 169-1 RoeO J QENSE A New Yak,19Q } �.._L•li*i ''t lr7�— ^ � � Y � WlED 71a@92f L? �- KATZ RESIDENCE �'''�• ?• ( E CUTCHOGUE, NEWYORK > MAY — 7 � 4 2024 DATE:7f,3f 2027 REVISED CATS 9 12812023 URALTALGAT ARCHITECT f _ 436 TON STREET S 1 SCDHS AS BUILT F GREENPORT,NEW YORK„646 REF#R-21-2164 a •,'� 631 T7.6963 Generated by REScheck-Web Software Compliance li Certificate �" �m��i��i �� Project ��t� [�6�Gi�6��C6� ` E�\��EU \/ 2 Energy Code:� 2018KECC ��p � O �Oy1 Location: Suffolk County, �WenwYork ~^' ^ ~ ^~^' Construction Type: Single-family Project Type: �eww ��s��U�� Conditioned Floor Area: � �� " Glazing Area 26% Climate Zone: 4 (5999 HD0^) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 8045 Nassau Point Road Michael and Melissa Katz ura|Ta|nat cutzhonue' Nvzz9as Trustees vf the Melissa Katz 4sh7thstreet Revocable Trust sreenport, mYIls44 4yu Salem Street e314778e63 Paramus, m] n7*s2 ura|59@hotmaiicom 201~446'4e03 katzyman@yahoozom ,Compliance: Passes Using., QA trade-off Compliance: zs.zu Better Than Code wax/mumu^. seo vou,uA: mmm wax/mums*oc: m.^m vvu,s*sc: 0.31 The m Better or Worse Than Code Index reflects how close m compliance the house/s based vn code trade-off rules. /t DOES NOT provide on estimate m energy use v,cost relative toa minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling Second Floor: Flat Ceiling or Scissor Truss 1'789 60.0 7.0 0.020 0.026 35 47 Ceiling sun Room: Flat Ceiling or Scissor Truss 152 50.0 7.0 0.020 0.025 s 4 \maU west elevation first floor:Wood Frame' 10^ oz. 595 15.0 7.0 0.048 0.060 20 os Door I: Solid Door(under sn%glazing) 41 O.]Oo 0.320 lz za Window 1��Wood Frame 9 0300 0.320 s a Snso: o.ss xxindmw2��xVuod Frame 27 0.300 0.320 8 s sHoc: o.ss xxindmwa��VVood Frame 9 0.300 0320 ] s sHsc: O.3s Window 4: � zO 0.300 O.]oO g s SHGc: o]3 VNndmw5��xVoodFrame 20 0.300 0]20 a 5 sHsc: O33 VNndmm§�xxood Frame � IO O ]uO Oson 3 s SMGC: O.�3 � � xWndmw7��VVoudFrame 13 0]00 0.320 4 4 s*Gc: 0.33 Window 8:� VVnud Frame 25 0300 U.]on O 8 SHGC: O]] Project Title: Katz Residence Report date: 09/07/21 Datafi|enanne: - Page lnf 3 Prop.Gross Area Cavity Cont. Prop. Req. Perimeter Window 9:Wood Frame 13 0.300 0.320 4 4 SHGC: 0.33 Wall west elevation second floor: Wood Frame, 16" 486 19.0 7.0 0.041 0.060 15 23 O.C. Window 12: Wood Frame 10 0.300 0.320 3 3 SHGC: 0.33 Window 10:Wood Frame 10 0.300 0.320 3 3 SHGC: 0.33 Window 11: Wood Frame 20 0.300 0.320 6 6 SHGC: 0.33 Window 13: Wood Frame 10 0.300 0.320 3 3 SHGC: 0.33 Window 14: Wood Frame 20 0.300 0.320 6 6 SHGC: 0.33 Window 15: Wood Frame 10 0.300 0.320 3 3 SHGC: 0.33 Window 16: Wood Frame 20 0.300 0.320 6 6 SHGC: 0.33 Window 17: Wood Frame 10 0.300 0.320 3 3 SHGC: 0.33 Wall south elevation first floor:Wood Frame, 16"o.c. 346 15.0 7.0 0.048 0.060 14 18 Window 18: Wood Frame 13 0.300 0.320 4 4 SHGC: 0.33 Window 19: Wood Frame 25 0.300 0.320 8 8 SHGC: 0.33 Window 20:Wood Frame 13 0.300 0.320 4 4 SHGC: 0.33 Wall south elevation second floor:Wood Frame, 16" 346 19.0 7.0 0.041 0.060 12 18 O.C. Window 21: Wood Frame SHGC: 0.33 g 0.300 0.320 2 3 Window 22: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.33 Window 23:Wood Frame 10 0.300 0.320 3 3 SHGC: 0.33 Window 24:Wood Frame 10 0.300 0.320 3 3 SHGC: 0.33 Wall east elevation first floor:Wood Frame, 16" o.c. 595 15.0 7.0 0.048 0.060 15 19 Door 2: Glass Door(over 50%glazing) 67 0.300 0.320 20 21 SHGC: 0.27 Door 3: Glass Door(over 50%glazing) 67 0.300 0.320 20 21 SHGC: 0.27 Door 4: Glass Door(over 50%glazing) 67 0.300 0.320 20 21 SHGC: 0.27 Door 5: Glass Door(over 50%glazing) 55 0.300 0.320 17 18 SHGC: 0.27 Window 25: Wood Frame 20 0.300 0.320 6 6 SHGC: 0.33 Wall east elevation second floor:Wood Frame, 16" 486 19.0 7.0 0.041 0.060 12 18 O.C. Door 6: Glass Door(over 50%glazing) 55 0.300 0.320 17 18 SHGC: 0.27 Window 28: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.33 Window 26: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.33 Project Title: Katz Residence Report date: 09/07/21 Data filename: Page 2 of 3 ,Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 27:Wood Frame 25 0.300 0.320 8 8 SHGC: 0.33 Window 29:Wood Frame 10 0.300 0.320 3 3 SHGC: 0.33 Window 30:Wood Frame 10 0.300 0.320 3 3 SHGC: 0.33 Window 31:Wood Frame 16 0.300 0.320 5 5 SHGC: 0.33 Window 32:Wood Frame 25 0.300 0.320 8 8 SHGC: 0.33 Window 33:Wood Frame 16 0.300 0.320 5 5 SHGC: 0.33 Wall north elevation first floor:Wood Frame, 16"o.c. 346 15.0 7.0 0.048 0.060 15 18 Window 34:Wood Frame 16 0.300 0.320 5 5 SHGC: 0.33 Window 35: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.33 Window 36:Wood Frame 9 0.300 0.320 3 3 SHGC: 0.33 Wall north elevation second floor:Wood Frame, 16" 346 19.0 7.0 0.041 0.060 12 17 O.C. Window 37: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.33 Window 38: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.33 Window 39: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.33 Window 40: Wood Frame 16 0.300 0.320 5 5 SHGC: 0.33 Floor First Floor:All-Wood Joist/Truss 1,957 22.0 7.0 0.032 0.047 63 92 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 Si ure Date Project Title: Katz Residence Report date: 09/07/21 Data filename: Page 3 of 3 S ;,, 4 i .; x'.. ;.. "`A'�48'��,� , fir' ,e �•", :,< ., , r .. { '44 L' E8 °k•a"`w ' Seating Capacity 7 adults Dimensions 7'5"x 7'5"x 38"/2.26m x 2.26m x 0.97m Water Capacity 445 gallons/1,685 liters �';; •i'•: ..;.� ..µ>.�a^."sEta: .�•; ::�'�"'•��•'<.::';�°"�::.:,,',;;';�'•�.;,.,,•,;.s;>a_.;:;<;.„i..,$, Weight 1,015 lbs./460 kg dry;5,9501bs./2,700 kg filled' Spa Shell Colors Alpine White,Ice Gray,Platinum,Tuscan Sun or Desert r,'• ;' !.`• ' Cabinet Finishes Coastal Gray,Espresso or Sable lets-49 _ 1 XL Dual Rotary jet (w/Brushed Stainless 1 XL Single Rotary jet ' .:.,g; ,. x «�• .,; ;;�. Steel Trim) 2 XL Directional jets :` .•,•a; ,: ".,, .. 4 Standard Single Rotary jets ,.�'.'•• 2 Standard Directional jets 4 Rotary Precision jets _' 35 Directional Precision jets Water Feature Vidro°backlit ribbon waterfall ">-'.�''. x•`..:s"�„: °�;`.:M,� ',' Via`+,��:�`, ,,^aq•"a°.`;`�}";:,, >."a••i<,.:�<"'`"a9 "='zY:� •,•ti `�•&.,�, sari•,:.,� ,�;9E,;a�?•�r,"',r ., •'`. d, a :n _ " E '' •.;, "' Water Care System Freshwater"Salt System ,. r .. r 'J j (Optional) x. g ,• :. ' Jet Pump 1 Wavemaster'9200 Two-Speed 2.5 HP, ;•• s:. i. continuous duty 5.2 HP,breakdown torque ••• = .` ' "° = "'•" Jet Pump 2 Wavemaster'9000 One-Speed 2.5 HP, Pulse shown with Alpine White shell continuous duty 5.2 HP,breakdown torque Circulation Pump SilentFlo 5000'for quiet,continuous filtration Effective Filtration Area 100 sq.ft.,top-loading filters Control System 10 2020'with LCD control panel 230v/50amp,60Hz Includes G.F.C.I.protected sub-panel 7L #,At„';��`,?r..x"b,<0. 'y::i•,`� `�. ,y . ,•,r"<. 0>�; Lighting System Raio°multi-color interior points of light(32) . ,t,?'),>� �r • •. •:. .; _ Exterior multi-color lighting with timer Heater No-Fault',4,000w/230v �` "Y, 'r�•`'- ',�` >'„�•,''`.N�• �*- ',rr Energy Efficiency FiberCor®insulation;Certified to the APSP 14 0', National Standard and the California Energy Commission(CEC)in accordance with California law +• �. - u " "" Vinyl Cover 3.5"to 2.5"tapered,2 lb.density foam core,with hinge seal in Caramel,Chestnut or Slate Cover Lifter(Optional) CoverCradle',CoverCradle II,Lift`n Glide'or UpRite' Steps(Optional) Everwood'or Polymer Entertainment System Wireless Entertainment (Optional) ' Pulse shown with Alpine White shell •Includes water and 7 adults weighing 175 lbs.each and Coastal Gray cabinet Export models available in 240v,50Hz,1500w heater HotSpring Every day made better® ©2018 Watkins Wellness`o Reu C (N� DRAINAGE CALCULATIONS A � � AREA OF RESIDENCE (DW-A) DRY WELL AREA x RAINFALL x RUNOFF FACTOR (VA-A) 81q 5F x (2/12 FT) x 1.0 = 137 GU. FT. DATE: - U5E: (1) 8' DIAMETER x 4' H16H POOL FEE: ��. -- (1) 8' X 4' STORM DRAIN RING = 165A CU. FT. f!OT 4C -¢ A9,"W,2NT AT 7rig472 s 1fl a P� FC)Ii `� PROPOSED NEW EXTERIOR PROVIDED REQUIRED FOLLOWING II•I4PECTIC3tiS: LANDING AND STA I R5, 52 sf 168.q GU. FT. > 137 GU. FT. 1. FOUNDATION - TWO REQUIRED AREA OF RESIDENCE (DW-B) DRY WELL AREA x RAINFALL x RUNOFF FACTOR FOR POURED CONCRETE NEW BASEMENT EGRESS AREA WAY, 16 sf PROPOSED NEW BUILDING ADDITION, 0161-15) 555 5F x (2/12 FT) x 1.0 = q3 GU. FT. 2. ROUGH - FRAMING & PLUMBING 3. INSULATION NEW OUTDOOR SHOWER, 24 sf 13 sf, TO EXISTING RESIDENCE USE: (I) 8' DIAMETER x 4' HIGH POOL 4. FINAL - CONSTRUCTION MUST (1) 8' X 4' STORM DRAIN RING = ►68A GU. FT. PROVIDED REQUIRED BE COMPLETE FOR C.O. EXISTING RESIDENCE, TO BE DEMOL 15HED EX 1 STING BUILDING AREA TO BE 168A GU. FT. > q3 CU. FT. ALL CONSTRUCTION SHALL MEET THE AND REPLACED WITH A NEW REMOVED, 12 sf, PROVIDE NEW REQUIREMENTS OF THE CODES OF NEW RECONSTRUCTED STRUCTURE, I,a14 e f, DECKING TO MATCH EXISTING AREA OF DRIVEWAY (DW-C) YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. W/ NEW SECOND FLOOR ADDITION, I,805 sf DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW-C) '725 5F x (2/12 FT) x 1.0 = 121 CU. FT. PROPOSED NEW OVERHEAD EXTERIOR DECK USE: (1) 8' DIAMETER x 4' HIGH POOL EXISTING DRYWELLS Tl'P VERIFY EXACT STRUCTURE, -10 5F, AT SECOND FLOOR LEVEL, ABOVE (1) 8' X 4' 5TORM DRAIN RING = 168.el CU. FT. COMPLY WITH ALL CODES OF LOCATION AND SIZE DURING CONSTRXTION AND FIRST FLOOR EXISTING EXTERIOR DECK STRUCTURE PROVIDED REQUIRED NEW YORK STATE & TOWN CODES VERIFY GUTTERS TO LEADERS TO DRYWELLS 165A GU. FT. > 121 CU. FT. AS REQLjIRF D AND CONDITIONS OF TOP OF SLOP AREA OF DRIVEWAY (DW-D) DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW-D) 555 5F x (2/12 FT) x 1.0 = q3 CU. FT. PROPOSED NEW ADDITION, EXISTING NON-TURF BUFFER ON SLOPE USE (1) 8' DIAMETER x 4' HIGH POOL ^+RLhI R T(11A+ r ruY'B BOARD 110 5f, TO EXISTING RESIDENCE (1) 8' X 4' STORM DRAIN RING = 168.q GU. FT. SOUiHGID TOWN TRUSTEES Tj4jLL R DAB) E30 TTO M O F� SL p PE M.Y.S.DEC (TU LANE PROPOSED NEW COVERED ENTRY / 168 AVCU. FT. > gREQU. FT. PORCH AND EXTERIOR STA I R5, 234 sf V EXISTING NEIGHBORING VINYL BULKHEAD � � 1 c LE EXISTING RETAINING WALL, 55 If EXISTING NEIGHBORING WOOD GROIN OCCUPANCY OR ..---- —"' USE IS UNI-A YFUL PROPOSED NEW IA OWTS SEPTIC SYSTEM F WITHOUT CERTIFICATE FOR A 5 BEDROOM RESIDENCE N -'-'�' 6 FT WIDE ((LANDWARD FROM TOP OF OCCUPANCY PROPOSED SILT FENCE AND HAY BAILS I G g7 'g � OF SLOPE) NON TURF BUFFER PETER HOLLIS 1 DURING CONSTRUCTION SEE DETAIL STONE WA L O ��- HIGH WATER MARK ALONG BULKHEAD • o WOOD GAP OVER VINYL BULKHEAD ER RU>`101:� public water S1 �"- " RETAIN STORM WATER Dw �_ �► o TO CHAPTER 236 d --� ,�..�--, ""�" " � � X� �I 13' WIDE EXISTING NON-TURF BUFFER PURSUANT0 , • - s ' �'� ALONG THE LANDWARD EDGE OF THE LITTLE OF THE TOWN CODE. 1+ s, o �. •, o00 12 ,� BULKHEAD - A5 APPROVED BY TOWN pECONIC Lf, y TRUSTEES NOVEMBER 16, 2011 Lfl ro 4x8 0 E30TTOM OF SLOPE= `/ BA Y rn $2° 00 .,.... EXISTING BEACH 5TAIR5 TO REMAIN, 3a sf -�"'" • rn71� b.. EXISTING kNOOD 5TEP5 (5'x25.6') AND UPPER LANDING (3'x4') TO REMAIN 8cf sf �,�•+� : - - eR EXISTING STONE QRIVEWAY ° ° EXISTING DECK STRUCTURE (7: i xl3) TO REMAIN QI sf, `, ----'� �— c ° e• A n. D. Ae STAIRS NOT BUILT ON DECK �► b. r--� TOP OF SLOP Z E: / 13' WIDE EXISTING NON/-TURF ION MAP rt4T 61. BUFFER ALONG THE LANDWARD v 1 ,4GK O e SI=� :' A ° e A. 3 1 ', EDGE OF THE BULKHEAD - AS (� W e o A A� O APPROVED BY TOWN TRUSTEES ��k °�oveters public water A " Aso NOVEMBER I6 201 , I �. ' a p 23.6 - ` - 6 FT WIDE (LANDWARD FROM TOP �a J :A ro Dy,l -1 a 6:' y OF SLOPE) EX15T1NG GROUND LECTRICPLANTS e � J XS - COVER PL ANTS TO REMAIN, NON e I (STING STONE DRNb AY,. METER •\ ` TURF BUFFER o e'• :° p EX o W onLittle/ / j0 ➢ n 'A u a ° 2 Pecic Bay 3 NNo rn� EXISTING NEIGHBORING FIBERGLASS x r GAP OVER VINYL BULKHEAD a ew dL o E30TTOM OF SLOPE: P '� POLE UTIUTY Z ..ram"._.._ -•- P ,lie P a ` rn -c N ...---.._-•- - - _ - EXISTING NON-TURF BUFFER ON SLOPE NEW UNDERGROUND PROFANE TANK TOP OF SLOPE: O � ,_.._..:.._.._.----'•- OVER O UTILITY POLE EXISTING EXTERIOR STA I R5 AND NEW OUTDOOR GENERATOR PROPOSED NEW HOT TUB BUILT INTO EX I STI NG/ • """�� 0 w`REs NYT #� RETAINING WALL TO B REMOVED E �� w /,��RNEP EXISTING EXTERIOR 5TAIR5 DECK STRUCTURE 8 FEET SQUARE, 64 sf OO NEY4 EXTERIOR RAMP ON GRADE TO BE REMOVED, l6 sf EXISTING DRYWELLS TYP VERIFY EXACT Q S NOT IN CONTRACT EXISTING EXTERIOR PATIO ON LOCATION AND 51ZE DURING CONSTRUCTION AND PLUfY�SER CEIRTIFI : N GRADE TO REMAIN, 383 sf VERIFY GUTTERS TO LEADERS TO DRYWELLS ON LEAD CONTENT RE PROPOSED NEW ADDITION TO CERTIFICATE OFUCC lP&VCY EXISTING RESIDENCE, 34 sf PROPOSED 51LT FENCE AND HAY BAILS SOLDER USED IN WATER N/01F DURING CONSTRUCTION SEE DETAIL 1 SITE Ljj6% I A SUPPLY SYSI EM CANNOT JOHN F. AL OIA EXISTING F I R5T FLOOR BUILDING STRUCTURE S1 & ELVIRA T. ALOIA TO BE DEMOLISHED AND REPLACED WITH A SCTM # 1000-118.-4-8 EXCEED 2/10 OF 1/o LEAD. Truss i,��c�P�lo fREQUaF?EfD public water I T E P L A NEW RECONSTRUCTED STRUCTURE, 133 sf PROPERTY: 8045 NASSAU POINT ROAD EXISTING FIRST FLOOR BUILDING ADDRESS CUTCHOGUE, NY 11935 STRUCTURE ✓ OWNER: Michael Katz and Melissa Katz IPLI,lIV1BING SCALE: 1" = 20'-0" TO BE DEMOLISHED, 12 sf as Trustees of the Melissa Katz ALL PLUMBING WASTE ELECTRICAL- EXI5TING EXTERIOR DECK STRUCTURE & 7VATFR LINES NEED<,,.,, " TO REMAIN WITH NEW DECK TEv ,:.`: ..`:.y�,` NURE F1:TIGE ry I�'�SIaECTIOEa REQ�Ifl�ED Revocable Trust COVERING : FILTER CLOTH SURFACING AND NEW STAIRS, 503 sf SITE: 39,890 sf= 0.916 ac, to high water mark FILTER BOUND HAY BALE EXISTING EXTERIOR DECK 5TRUCTURE ZONING: R-40 `'LOTH AND STAIRS TO BE REMOVED, 152 sf SURVEYOR: Nathan Taft Corwin III BELOW MIN 6" PO Box 16 '"' ,• GRADE , ` FLOW 3,�I`;,,a,p�:•.,�,a�-�yve 1586 Main Road ~- ENCLOSE POOL TO CODE Jamesport, New York 11947 -UPON COMPLETION FORE ti'WATEFi" LICENSE # 50467 DATED 2/9/2021 METAL WIRE FENCE W/ FILTER CLOTH AND METAL /� POSTS IO'MAX SPACING 00 , - Flower door ANGLE STAKZ INTO ,, t and ductv�dor , PREVIOUS BALE �, ® � F,AW OR required`.. CUTCHOGUE, NEW YORK . 2•REBARSTEEL PICKETS t � OR 2•X 2.5TAKE5 1-1/2' n r� > - -F IN&ROU'oND s'AVLE� juslr provide 1°�I2i?�Elals DATE: 5 / 12 1 2021 D u P REVISED: 10 1412021 D,1andSasper r+.n - ,. Y TM BOUND HAY BALES(ABUT TO REVISED DATE: 1113 / 2021 .. w . ADJOINING BALE TIGHTLY) U RA L TALGAT HALE BALE TO BE V4XVVW ATYS Energy Code BUIL�I�!c e�.P-r. TOWN OF SOUTHOLd INTO SOIL MINIMUM OF 4•AND BINDINGS PLACED HORIZONTALLY MAP 15ILT FENGL UNDER HAY BALE ARCHITECT AND DRIVE STAKE THROUGH. SILT FENCE DETAILS ,�,tl exterior lighting (N.T.S.) installed, per o t• 436 7th STREET red^.ircd rha11 confcl : GREENPORT, NEW YORK 11944 to Ch�p~er 172 BIDDING SET (631)477-8963 F 1 = IFILL I ] L I � I I I I i I 14'1 verify ( I 1-111 - f B i `oo A I L - = I I EW 8" THK GONG t FOUNDATION WALLS ON GONG NEW 8"xlb" t - FOOTING TYPICAL I CONG FOOTIN6 FILL I �i W/2#5 REBAR CONTINUOUS I I i NEW CRAWL X N V PROVIDE SPADE#5 REBAR IN 68 I DOWELS, 12" OG, 15" 2" THK GONG SLAB ON w p ) VIDE #5 REBAR II LON6, SET 6" INTO EXT6 COMPACTED SUE&RADE X DO S, 12" OC, I S" GONG, 6ROUT SOLID TYP I I LO , SET 6" INTO EXT6 0 CO , &ROUT SOLID TYP HEADER zzzzzzzzzzzz L - - verlfy EXISTING EX15TING EXISTING EXIST ER €XI&T4N&-F EAI ELECTRIC PUBLIC - - - - - - - PANEL WATER (3) 2��i NEA 0 I NEW OVERHEAD 1R)0 LINE IN GAKA DO�R GARAGE DOOR 84x108 I I I 84x108 I I 00 v LANDING EXI5TIN6 I I d VERIFY FIRE RATED TYPE 11 5/8" THK LJ O WIDE I - - - 6ARA6E I I I I I GYP GBD ON INTERIOR WALLS AND CEILING u = PROVIDE _ tr EXISTIN J �- - OF EXISTING ARAGE THROUGH OUT - Z O WALLS x 48„ IDE 50"HIGH OPENING - - - - CLOSE ALL OPENIN65 WITH FIRE RATED w Z 3 N ® FOR AG CRAWL SPACCEE GE55 - - I GYP BD AND FIRE RATED GAULKIN& AS w W w o N -- - - - - REQUIRED BY BUILDING DEPT. n Z o cn ZN NEW4x4xl/4STEEL I - - - - - - - � I - - ZZ< ISTI COLUMN ON 24 50 x 12 i INEK— EXI5TIN6 (3)2x10 _ I ax15L1 L -- - - — WOOD N DEEP GONG FT6 , W/ (3) 'L5 - - t CHANNEL EACH ITHE� O PROVIDE #5 REBAR S70VE #4 EACH WAY, SET 4" I PROVIDE 3/8" M HIKE BOLTS AT 16" " OFF BOTTOM, TYP I — — I 0/0 STAGGER T AND BOTTOM DOWELS, 12 OG, IS i LONG, SET 6" INTO EXT6 BASEMENT L OR - REPLACE EXISTING GIRDER WITH _ GONG, &ROUT SOLID TYP - - - - - EXI5TIN6 13�2x10 ABOVE -�- - - - - - - - - - - STAIRS EXISTIN& - �.. - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXTERIORSTAIRS - - - - - - - - - - - - - TO BE REMOVED - - OST t II'-4"y ISTINGq 15TING ABOVE - - NEW MN O/4 STEEL I IST�N� ABO NEW 8" THK GON verif WALLS STEEL. > COLUMN I COLUMN ON 24 SQ x 5T�1� Kc FOUNDATION -w 1-3 - - - - - - fi6L Mfg ¢ - -DES LONG FJCz.,- - - - WALLS ON GONG cn w p _ YV(5) #4 EACH WAY, O FOOTING TYPICAL Z w Z I p ————— I 2 4" OFF �OTTOM, �-� A- SET _ L - - oV - - — NEWS"xl6" Q3 I N ® �'��`--- ��r-� 0 PROP05E ��-i - - - - -== u- - - - - \ > GONG FOOTING � N EXISTING�.,,_ -�' � � � W/ 2#5 REBAR O ~ I �' �� WALLS O`'T J x NEW 4x4xl/4 STEEL z to 5TAIR5 > I ry Q"p� O Iri CONTINUOUS _ ff ice,— l REMOV�v _ I �t'Q ABOVE m 0- p'� O COLUMN ON 24' 5Q x 12" m I 27 THK GONG SLAB ON X �� - -- -- -- -�'�� _ _ _ _ _� -K 431' O h o O #4 EACH INA�SET 41' ROPOSEI� PROVIDE 12 OGBISR ACTED SUBG�ADE � L � COLUMN I E ISTIN m-- - - - - - - -m 0-7 � OFF BOTTOM, TYP DOWELS, " " ABOVE A/C POST I I w LONG, SET 6" INTO EXT6 GONG,'GROUT SOLID TYP i - - - - —�—— - - - — - - - — — — -E3-0- ABOVE - NEW 8 THK CLO U _ _ _ _ _ _ _ _ _ �XI TI (�2x10 ABOVE_ _ _ - WALLS ON GONG FILL IN EXISTING 5TAI FOUNDATIONR 15TI1L FOOTING TYPICAL V V OPENING WITH NEW !_ 0 STEEL NEW 4x4x1/ STEEL X15TING p_ STRUCTURE TO MATCH �W 4x4x1/4 STEEL COLUMN COLUMN ON 24" 5Q x WALLS O- EXISTING STRUCTURE O- I1� DEEP GONG FT& , �0 NEW EXISTING FOUNDATION I I �� EXISTING CRAWL 12" DEEP G NG FT6 , � �y O BE REMOVED TO x &RAVEL OW GRADE II I x ® SPACE yy/ (3) #4 E GH WAY, n ® ( Iv�l/ (3) #4 EACH WAY, EXISTING EXI5TIN6 �4" OFFi BOTTOM, z i I�ET 4" OFF BOTTOM, BASEMENT co _ -1'YP N 15.5 FT SETBACK FROM I p BASEMENT PROVIDE 30" WIDE x o I 15TIN6 TOILET AND ~ g y 9 PROPERTY LINE VERIFY PROVIDE 30" WIDE I 45" HIGH OPENING FOR JOISTSi® X I I I " WN nd O"GMT2840"re�g OPENING FOR ACCESS NEW 8"xlb" 8" THK GONG ACCESS TO CRAWL Ib" OG i SINK TO BE REMOVED ADD NEW 2x FLOOR TO CRAWL SPACE Isr1N GONG FOOTING FOUNDATION NEW 5 I HOT -JOISTS ®16" OG (W/ BATT I I W/ 2#5 REBAR ON GONG FO(:;IIW7 ANDERSEN INSULATION) TO RAISE NEW ANDERSEN CONTINUOUS TYPICAL BASEMENT FLOOR HEIGHT TO MATCH I II BASEMENT WINDOW G WINDOW EXI5TIN6 FLOOR HEIGHT V - — zLL- NEW BILGO "Sca eWEL IN LIVING ROOM Emergency Egress Window f NEW FILL W FOUNDATIO NEW 2x8 LEDGER Wen - 4048-54" WITH (2) 2X5 PRESSURE WALL (V I DOME COVER PROVIDE #5 REBAR � TREAD GIRDER �� DOWELS, 12" OG, 18" I NEW (2) 2x8 LONG, SET 6" INTO EXTG ttiip� 2" THK GONG SLAB - - - - - - GONG,GROUT SOLID TYP I I �w EXIS IN& 1 COMPACTED CS 5 ON UBGGRADE I ON COMPACTED I I POSED NEW DECK ABOVE N p 2x8 SURE TREATED IIIISUB6RADE _ NEW DECKING ON 2x8 CA GRADE - i PROVIDE DRAINAGE TO I i I " LUMBER ® 16" OG TYPICAL LED W/ 3/8 TITEN EXTERIOR OF RESID GE 8 THK GONG NEW LINE OF FOOTINGS �I M NRY SCREWS AT Ib FOUNDATION WALL NEW (2) 2x8 AND POSTS AND GIRDER ' f a OG 3 EMBED —I ON GONG FOOTING I I N I i x� � EXISTIN FOUNDATION TYPICAL EXISTING 5TAIR5-- I 8, WALL PTO BE GUT TO NEW 8"xlb" GONG RELOCATED LO R HEIGHT TO I I I 8'-I" EXISTING LINE OF FOOTINGS EXISTING MATCH ETIN6 GRADE ! REBAR GONTI#5 AND POSTS AND GIRDER (2) 2x8 i TREATED 61ADER NEW 12" DIA GONG ISTING DE KIN& AND DECK W Y v PROVIDE #5 REBAR FILLED MPE36 Z w/ i i p i i 51MPSON MPB66Z TRUCTURE T BE REMOVED AT K V DOWELS 12" OG 18" N N �w- � POST BASE, 36" I A NEW HOT TUB ( bxb PRESSURE TREATEDI p m p ( LONG, SET 6 INTO EXT6I �+ EXISTING DECK I f O IDE EXTERIOR FRAMING P05T WITH GAL 5TL TIE li z-lt��p ®V GONG, GROUT SOLID ,vdl _ i BTYPICAL RARE STRUCTURE TO BE _ �, - �L v AND FOUNDAi ION SUPPORTS TO DOWN ON 10" VIA GONG un i i �, j REMOVED ;"- I W o MAT H EXISTING FILLED SONOTUBE 56" j Q v- I �o p 'p GONG FOUNDATION 36" BELOW &RAVE TYPICAL N O LLI IN6RAIDE 1W#4 KEBABS ® I I I IPIN t EACH I WAY FOR HOT TUB i NEW i i ior ya O IFY LOG TIDN WITH OWNER (2) 2x8 PRESSURE ISTIN& DECK 15.5 FT SETBACK FROM Q p TREATED GIRDER ABOVE PROPERTY LINE VERIFY -- -- : - - = i .�.,.��_ 7- 10 NEW LINE OF FOOTINC754- verify AND POSTS AND 6IRDER i - CUTCHOGUE, NEW YORK — — — — — — — - - - - - -- - - - - - - - - - - - -- - - -- - - - - - -- - - - - - - - -- - - — DATE: 10 / 4 / 2021 EXISTING DECK STRUCTURE 3 ( 3 l EXISTING DECK STRUCTURE REVISED DATE: 10 12812021 TO BE REMOVED 8" '-4" 8' 6'-8" 7'-a" '7'-b" '1' 8' r TO BE REMOVED verify URAL TALGAT D C3 EXISTING STAIRS n RELOCATED ARCHITECT 130ASEmMENT FL00 " PLAAK N \`�"_ EMIL 436 7th STREET PIN SCALE: 1/4" = V-0" GREENPORT, NEW YORK 11944 Kk BIDDING SET (631)477-8963 W EXTERIOR STAIRS 2" THK STONE TREADS ON 3/4" THK GROUT ON 4" THK GONG SLAB W/ O bxb, 10/10 WWM W/ STUCCO RISERS i 211 ANV HHKINSTONE PAVING ON 5/4" LANDING U THK GROUT ON 4" THK GONG SLAB Al bxb, 10/10 WWM ON COMPACTED SUBGRADE TYPICAL UP NEN EXTERIOR5 'Al -T 5/4" RISERS 3' m 12" TREADS TYPICAL RAILING 36" Alternate #1 13'-"i" HEIGHT TYPICAL LANDING �, Existing first floor exterior and interior 2x4 walls to remain at 8 up B A foot height. 9 Alternate #2 Q" 2'-2" 2' " a" m w 10" VIA PRE COLUMN, 2000 # SAFE NO KING LOAD Existing exterior and interior walls to be removed and all new first (5) 2xI _ HOLD HNS,-LT�W GO1�` and second floor exterior walls to be 2x6's at 9 foot height and all NEA TERRACE 2" THK STONE PAVING ON 5/4" X r i� interior walls to be 2x4's at 9 foot height. THK GROUT ON 4" THK GONG NEW COVERED pry NEW S�TONEJCZUg SLAB W/ 6x6, 10/10 YVWM ON w EXTERIOR c�v TERRCECOMPACTED SUBGRADE ENTRYNEW 2x8 GJ �, BUILDING TERRACE I6" OG x �U ADDITION I10 sf r RAILING 36"--- z 012 sf I RR I HEIGHT TYPICAL w 3 2x8 RR 2x8 r a 16" OG a l6" OG NO r EXISTING BRICK VENEER WALL TO Ib'-?" 5' L 2'-2" L L 14'-10" 31-6" BE REMOVED / r XISTING 2X4 WALLS TW24310 DHP410310 TW24310 / H P05T I PURRED OUT TO 2x6 THICKNES5 2x4 r NEW (5) 2x10 TW2436 DHP5646 TW2436 NEW VC-X15TIN& 2X4 WALLS WALLS POST EX 15T I NG CHIMNEY FURREV OUT TO 2x6 (4) 2x4 I 1 O w 1 1 00 � - 1 � x reestandin • TO REMAIN THICKNESS VO �� 1 �„ n +eQ PO ER ry 1 f bathtubr-EX g F- i H #6 '� - 1 O 15TING STONE HEARTH �N TO BE REMOVED PROVIDE w O- Q in m NEW STONE HEARTH AS z / (4) 2 N y,! O z � LOA� 1 NEH �0 REQUIRED BY CODE r OS GL �� r MASTER In t WEAL!-11�G BATH #I dry+ 1 I5TING FIREPLACE NFW DINING w / T RS 1 1 MANTLE TO BE REMOVED AREA 0�� washer s shelf PROVIDE NEw MANTLE wood flooring 0- x / r counter and fV d er pole 8 shelf 36x80 VIA PRE F be - p pocket (ALLOWANCE) NEW 8 COLUMN 9000 # / POS SAFE WORKING LOAD z 4 (4) 2x4+ 51N NEW 1 -3' door s LAUNDRY O 0 NEW WALK OR (4)2xb POST I v x tn NEW UPSET )-2x1O - AND ry THROUGH (3) 2x10 w/ (2) 5/4" x a" 5TL PL 1 r > PANTRYt 0) I CLOSET NEWF-EX 15TING 1 ® 51' 0 14'-5" 1 tt II'-6" m POST I5TING HALLS 1 iy 0 SIT R5 9 NWLLS 11 (4) 2x4 - - WALLS - - - - REMOVED - O - -� 1-- - - 4� _ -11. —� - - ILL IN EXISTING STAIR 36x80 m rn T1N24410 OHP410410 TW24410 OPENING WITH NEW 1 1 m �� in NEW ..1 I pocket NE O STRUCTURE TO MATCH �j ,Q NEW NEW & NEW door OUTDOOR SH YVER x NEW (5) a 1/4 LVL EXISTING 5TRUOTLRE I I I �� C�' POST POST + POST POST � L POST 4x6' W/ DRAIN m NEN Q-10� (4) 2x4 (4) 2x4 m (4) 2x4 (4) 2x4 (4) 2x4 NNEGTED TO DRYWELL 15.5 FT SETBACK FROM - - - - - - J PROPERTY LINE VERIFY � (4) 4 NEW UPSET ABOVE - - C NE �- (3 2x10 w/ (2) 3/4" x a" 5TL PL 1 I 1 ' �F HALLS RAISE FLOOR LEVEL TO------- �� - - -❑ O O �- - 1 r 1 I 1 1 1 1 4'-6" -1 1 1 HOSE BI MEET LIVING AREA FLOOR �� x= T " �1 I L - J 15TING HOT A ry� NEW 8 DI PRE F I_ - 1 ND LEVEL PROVIDE 2x FLOOR TV COLUMN a0 b # SAFE I I 1 �I WALLS GOLD TER FRAMING a 16" OG, �� ® WORKIN4-� OAD OR �- 1 1 IL 1 - I I WALLS REMOVED PROVIDE INSULATION I WALLS � r 1 1 x 1 1 MASTER ��'`� ® ( ) xb POST 1 0 � NEW 2x10 RR NEW 2x10 � ® S BEDROOM #1 � 1 x x0v 1 1 x x 1 0 1 --KITCHEN x X N 1 i - - x N 0 EXISTIN ® I6 OG RID E 6 F O ry O IJ ry F _ 1 ry F- O 2x4 WALLS o in > m AB VE43 w0� � m w0� I ID, 3;Nz I o0 1 1 ��nry I a z NEW LIVING w z-� Q O- ry to 1 1 M NEW (� AREA16RAVEL �' i O O O O woo oorg d flin f- X 1 1 1 x io w � Qry+� �� ® I � � � � 1 �In 1 1 11. EXISTING STRUCTURE W ® w ISTING 2X4 WALLS 1 1 1 1 ISTING 2X4 WALLS TO(11" BE MOVED 1 % SUN ROOM z z FURRED OUT TO 2x6 I 1 w! I 1 1 z^ - 1 I RED OUT TO 2xb wood flooring THICKNESS 1 1 r 1 INK i i 1' I HICKNES5 NEW (3) q 1/4 LVL NEW (5) of 1/4 LVLJ L - NEH (5) cl 1/4 LVL _ J L - NEW (5) Q 1/4 LVL LGO "ScapeWEL - - - - - - - - Emergency Egress Window FWGD910611-4 y� FWGD910611-4 1U611-4 G636 FWGD80611 D I � -R54" WITH ME POST POST L ® cY NEW DECK (4) 2x4 (4) 2x6 ► n H UO " POST NFW BRACE TO I 0)= (4) 2xb I BUILDING SUPPORT BEAM xl z-K ITION 13 sf AND BALCONY NEW (3J 2 - ABO� � � NEW BRACE TO � SUPPORT BEAM AND BALCONY —I ABOVE BALCONY i i UP ABOVE e 1 ti UP UP EXISTING STAIRS RELOCATED EXISTING DECK 8''8" AND STAIRS EXISTING PORTION OF BUILDING TO BE REMOVED 12 sf 1,015 sf PROVIDE NEW DECK decking 5TRUGTURE AND DECKING TO ENTRY DECK TO II" ll'-4" 56'-11" MATCH EXISTING 16, RESIDENCE, 52 sf PROPOSED NEW PRE existing verify FAB HOT TUB EXISTING DECK STRUCTURE 1 w/ A5TM 171346 TO BE REMOVED 1 SAFETY COVER I VERIFY LOCATION EXISTING DECKING AND DECK 1 WITH OWNER 5TRUG7URE TO BE REMOVED AT AREA AROUND NEW HOT TUB, PR Mir" PROVIDE NEW EXTERIOR FRAMING ( AND FOUNDATION SUPPORTS TO KIA 18.3 F T SETBACK FROM MATCH EXISTING PROPERTY LINE VERIFY 1 I 1 1 CUTCHOGUE, NEW YORK - - - - - - - -3 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UP-- - - - - - 3 - - - �EXISTING RE ISED DATE 10 / 2 / 2 TO BEREMOVED TRUGTURE TO BENREMOGVED� �� 8 20 1 F1 tt➢ 'ST FLOOR "P' LAIRM0rt U RAL TALGAT g SCALE: 1/4" = 1'-0" EXISTING STAIRS g ARCHITECT RFLocATFD EXISTING FLOOR AREA: 1,846 sq ft 436 7th STREET ADDITION FLOOR AREA: 111 sq ft GREENPORT, NEW YORK 11944 NEW TOTAL FLOOR AREA: 1,957 sq ft BIDDING SET (631)477-8963 F — — — — — — — — -- -r - - T- • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r - - - - - - - - t — 0 L - - - - - - - - J I I I I - - - - - - - I '�" I Alternate #1 I I verify Existing first floor exterior and interior 2x4 walls to remain at 8 g i i A foot height. - - - - -�-0- - i 9 Alternate #2 11-2" t — — -+ I 26'-�I" Existing exterior and interior walls to be removed and all new first O (O— — — — — — — —O O O � I verify and second floor exterior walls to be 2x6's at 9 foot height and all --L—' �J t L-'J L--I I I interior walls to be 2x4's at 9 foot height. I I � I verify I i I I I I t P6 35 I (5) 2x10 lu ( I _ Ip\ I PEN TO FIR p I N I Q \ pFLooRE NTFY Q z I FOYER E azo;N z l I 3 KI dJ I z \ , TW24310 DHP410310 TW24310 (5) 2x10 I (I / I t NEW 2xIO RR NEW 2AO RR I r - - 4 10 TW24310 DHP410310 TW24310 o � ® Ib" OG ® I6" OG EW xl0 R t -AEA 2x,10 RR x I ® I " or, (2) 2x8 (5Tcne — F\ I I d ry <(4) x4 - _ - (4) 2x ' P 5T i \ POST I I I I I o NEW 2x10 CJ NEyy t \r,�+® I6" OG � A tub NEW 2x10 Ri NEWdX10 RR o��+ I showerI - L - 1 I6" OG ® I6" OG� \ - �i x 2x10c NEW 2x10 CJ ON SUITE - Q' 2 1 I 5 I - BEDROOM #5 P1�ATE i O A- M 2 Q I I S I ® I b OG BELOW 0 � I ON SUITE BEDROOM #2 O X ID II x= NEW CL rc m - - - - BUILDIN t- I ry BATHROOM #4 AB -�RppM #� -D - - - BELOW a 1/2" L RIDGE r _ ATTIG� 4 2x4 --� Q H I STAIRS I POST () m O m �. U- 4f 0 ABOVE 2x10 ct� > ON PLA -1 - �� T31'17 PLATE LJ ( - - - -5.— = - 5'-8" 5'-&" 4' NEW 2x10 RR N 2x R WALLS I N i I \ 0 NEW 2x10 CJ ® IV OG I6" G i 0 V 1 a 16 OG L 3 2x10 r ® 10 ;o I I > NEW 2x10 GJ O O O f I NEW 2xf0 RR I NEW 2x10 RR �L x= i I�i� ® m I I a 16" or, - wl � ® I shower Q ® I b OG o > O � � o i = 4'-4" 3' he v I `0 4) 2x4 j M N I ON SUITE -i I sto a - POST -t ON SUITE O I I I O BEDROOM #4 0 s'N W cy BEDROOM #5 N n BATHROOM #5� PR IDE 5TEP lF n LA5HIN AT ROOF �I Ib' WALL INTERSECTION 3) 2x10 TYPICAL (5) 2x10 (5) 2x10 I1 (5) 2X5 1 I (5) 2XIO TW30410* DHP410410 TW30410* FWG 8� 1 TW24310 TW2431 TW 0410* DHP410410 TW30 10* 0, I I I I I „ ;p BALCONY , " -.Clio ?-a 2 511 t PROVIDE FLASHING AT BALCONY AND I - - - - - - - - - - EXTERIOR WALL INTERSECTION TYPICAL I t RAILING 5b" O HEIGHT TYPICAL 54'-6" verify KAI D Er= CUTCHOGUE, NEW YORK DATE: 1014 / 2021 REVISED DATE: 10 12812021 U RAL TALGAT SECUIMU FLOOR wlmm�" LAN ARCHITECT 436 7th STREET SCALE: 114" = V-0" GREENPORT, NEW YORK 11944 NOV NEW TOTAL FLOOR AREA: 1,789 sq ft BIDDING SET (631)477-;8963 MININ 10 GUTTER A 9 n METAL R OFING t MET AL ROOFING ( METAL ROOFIN I t RIDGE VENT ' 5:12 5:12 � cAn7F-R ► I t ' n I METAL ROOFING — — I GUTTER 11:12 I I:q2 I �l ASPHALT i rI i METAL ROOFING ROOFING ROOF METAL OOFING IN r I F1 I _ _ U CRICKET ' PROVIDE ASPHALT I /r —/— — — L —�r—\ t \ — — — — — ��r''I ,ERPODOFING ' SHINGLE ROOFING {� I // I I \ \ PROVIDE VALLEY — I / GRO F FLASHIINNGP 1` I // I t\ \ FLASHING TfP \ 11:12 11:12 1 PRO VALLEY / I / ASPHALT I I I \ \ NEW CHIMNEY ADDITION \-�34-- —�► �FLA4 NG TYP ��F,u� I I t \ \ MATCH EX(5TING \ ,1 ' y i i \\ \\ �— I I:'2 11 o — /ASPHALT ASPHALT ASPHALT / SHINGLE SHINGLE / / I I \ \ I / // i I i I I \ \ SH NGLE ASPHALT / ROOFING ROOFING ! ROOFING SHINGLE I II-�I I I I \ \ ROOFING I I L �PRovIDE VALLEY _ _ _ / / PROVIDE \ \ I / I _ — � I I \ \ I =-F-17 1N�$'R — — — —� ROOFFLASHIN& AT \' / /� OVIDE VALLEY I I \\ \\ CHANGE / �-ASHI1�16 TYP _I _PRONTO_Ir STEP - / I- - - - L -�-l-- - - - I I _ - FLASHING AT ROOT' / / \ t RIDGE VENT WALL INTERSECTION / \ / L _ C - - I TYPICAL / / - - - - � / �� — � — - - - - - - - - - � I ' ASPHALT I ! — — — — — — _ INLE OOFING t- I - - - - - - - - - - -\�\— -i\\\ p X w II I PROVIDE VALLEY !I c UTTR ER I I \ \ FLASHING L - - - - - - - - - J RIDGE GUrrER VENT � GLE Ex1srT I \\ r\ I kOOFING -04 ASPHALT I I LJ LL'— / / � RIDGE VENT I \\ \\I I I SHINGLE \ I I ROOFING I RIDGE VENT \ I \ I I /`PROVIDE VALLEY SHINGLE ALTI Fl \ ( \ i l t / FLASHING TYP ROOFING I ( \! I \ 'I I I /L L / — — — — — — — — — — — - — - - - - - - - -� --- - - �- -�- t ' ASPHALT SHINGLE ROOFING \\ // ASPHALT 1 GLE ROOFING I I t ' GUTTER t ' amp"m min" 14/m R Umm ttx CUTCHOGUE, NEW YORK DATE: 10 / 4 / 2021 REVISED DATE: 10 128 / 2021 U RA L TA LGAT 0 mm% 0 Co m)" P L A H ARCHITECT 436 7th STREET SCALE: 1/4" = 1'-0" GREENPORT, NEW YORK 11944 BIDDING SET (631)477-8963 n NEW ROOF CHIMNEY CRICKET ADDITION 12 MATCH 1 I� 12 �II PROVIDE FLASHING AT ROOF WALL PROVIDE FLASHING AT ROOF • INTERSECTION TYPICAL EXISTING ASPHALT WALL INTERSECTION TYPICAL NEW SIDING 5HIN&LE 5HINGLE5 ROOFING 5HIN&LES ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFING x SCIA -- Ix8 TRIM Ix8 TRIM Ix8 TRIM XISTING - LE2' PROVIDE FLASHING AT ROOF WALL CHIMNEY INTERSECTION TYPICAL FWGD80611 TW24310 TW24310 4" THK x 30" LONG AL LTW30410* DHP410410 TW30410* TW30410* DHP410410 TW30410* BRACKET ORNAMENTYPICAL .4 111 5r RAILING 36" NEW 51DING ASPHALT NEW SIDING HEIGHT TYPICAL SHINGLES NEW SECOND FLOOR— — — ROOFING 5HINGLES _5/4 x_4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N>=W5_EG_ON_DFLO - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FITlISHED FLOOR Tf�iM TYP — OR Ix8 TRIM FIN15HED FLOOR Ixa PA501Ax5 TRIM D DRIP CA BEAM YV IxIO TRIM x5 TRIM AND DRIP G 1 2! — I G636 I EXISTING FOUNDATION AND I S D N6 EXTERIOR WALL TO BE FWGD91 1 4 51-{ING 5 IGD91 6 1 4 WGD91 1 4 NEW 51DINGD80 1 REMOVED TO BELOW GRADE SHINGLES 5/4 x4 I TRIM TYP I 1 XISTINGFIRSTFLOOR - - - - - - FIh11511-tED FLOOR —— — — —II— — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ — — — EXISTIN& FIRST FLOOR FIN15HED FLOOR EXISTING DECK STRUCTURE EXISTING I I FOUNDATION TO REMAIN E At Avia " EL �VATION SCALE: 114" = 1'-0" ASPHALT 5HI NGLE ASPHALT ROOFING 5HINGLE 2, ROOFING 2' 2' 12 12 �II �II II� -----Fxb FASCIATYP Ixa A5cIA TYP Ix8 TRIM Ix8 TRIM 4" T14K x 30" LONG ORNAMENTAL 4" THK x 30" LONG BRACKET TYPICAL 2, 2' ORNAMENTAL BRACKET TYPICAL AWN2434 RAILING 36" PROVIDE FLASHING AT ROOF HEIGHT TYPICAL NEN 51DING WALL INTERSECTION TYPICAL NEW DECKING TW3d410* TW30410* SHINGLES TW30410* TW30410* K STRUCTURE NEW 51DIN7 ON NEW DEC 5/4 x4 51-1 I NGLES TRIM TYP MET ROO ING 2' NEW SECOND FLOOR- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — 12 R - - - - - - - - - - -- - - - - EOD — FINISHED FLOOR NEW SCN FLOO FIN15HED FLOOR m Ix SG P 777 TRP AND DRIP CAP Ix5 TRIM I CA5ED BEAM 2' NEW PREFAB TW2436 4" THK x 50" LONG COLUMN TYPICAL ORNAMENTAL TW30410* TW30410* NEK 51DIN& BRACKET TYPICAL EXISTING 5HINGLE5 DECK NEW SIDING STRUCTURE 5/4 x4 SHINGLES TRIM TYP EKI5TING FIRST FLOOR- - — — ——— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ - -- FIN15HED FLOOR FINISHED FLOOR ANDERSEN � NEW Emergency Egress �As�eNr CMT 840 Window "GMT2840" EXISTING FOUNDATION NEW 5'i NEYi NEWS Ulfw NEK IFP TO REMAIN OVER NEw OVER NEW WINDON4 K R rot CONG CONG INIS FOUNDATION FOUNDATION OV R N�EK CUTCHOGUE, NEW YORK � GONG 01400 "Ro`H � L�VATIOWNEW BILCO "ScapeWEL FOUNDATION DATE: 10 / 4 / 2021 m AEmergency- 4Egress Y1THAin REVISED DATE: 10 128 / 2021 EXI571N6 TO'P OF SCALE: 1/4" = V-0" B��5- k DOME COVER U RA L TA LGAT ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 BIDDING SET (631)477-8963 sv 12 1 �II II NEW ROOF CHIMNEY CRICKET ADDITION MATCH I EXISTING PROVIDE FLASHING AT ROOF PROVIDE FLASHING AT ROOF WALL I ASPHALT 12 5HIN� WALL INTERSECTION TYPICAL 11 INTERSECTION TYPICAL II 5HIN6LE 11 ROOFING NFA D & ROOFING 12 KEN 5HIN&LE5 NEW SIDING 5HIN6LE5 �II 11 !fIL-RAZOIN& A RO FINC, 11 MET RO 1N& 8 FA5r-,IA TYP I x cG I A x CIA TYP Ixa TRIM Ix8 TRIM Ix8 TRIM Ix8 TRIM -- 2' 2 EXISTIN NEW 51DIN6 P6035 CHIMNEY PROVIDE FLASHING AT ROOF 4 THK x 30 „ LONG ORNAMENTAL TW24310 DHP410310 TW24310 5HINGLE5 TW24310 TW24310 DHP410310 E242431031J WALL INTERSECTION TYPICAL BRACKET TYPICAL (DING 5/4 x4 NEW SIDING l �PH ALT 12 TRIM TYP 5HINGLES SHINGLE121 ROOFING _ NEW SECOND FLOOR - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW5EGONDFLOOR INI5HE0 FLOOR M>:T L RO FIN6 MET ROO I N6 MET L RO FIN& FIN15HED FLOOR m Ixe F x A5G A TYP x P M Ix lxa Fal 5C I 5/4 x4 4" THK x 30" LONG 1W2436 DHP5646 TW2436 TW24310 DHP410310 TW24310 TRIM TYP BRACKET TYPICAL ORNAMENTAL 6x O TW2441 DHP410410 TW24410 j III i EXI5TIN6 FOUNDATION AND NEW SIDING EXTERIOR WALL TO BE SHINGLES 4 x4 REMOVED TO BELOW GRADE TRIM NEW 51DING EXI5TIN6 FIRST FLOOR -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - & � - -- - - - - EX15TING RIRST FLOOR FINI5HED FLOOR �� FINISH]=D FLOOR NEW FOUNDATION a F=- � � F=l EXISTING FOUNDATION TO REMAIN El El Ml F=71 -� a PREFAB ��,u2uCOLUMN TYPICAL F=--] M-1 x80 6A E D R F= 6A E D R ELIEVATIC)" N SCALE: 1/4" = V-0" n NEW ASPHALT CHIMNEY SHINGLE ADDITION ASPHALT ASPHALT ROOFING MATCH ROOF CRICKET SHINGLE SHINGLE EXISTING BEYOND 2' ROOFIN ROOFING G 2' /\ 2' PROVIDE FLASHING AT ROOF 12 12 / \ PROVIDE STEP 12 WALL WINDOW INTERSECTION ,i FLASHIN6 AT ROOF TYPICAL II� II� / \ WALL INTERSECTION �II / \ TYPICAL x SG Ix8 TRIM Ix8 TRIM ----- -- Ix8 TRIM 4" THK x 90" LONG PROVIDE FLASHING 2' EXISTING -, ORNAMENTAL AT ROOF WALL CHIMNEY CHIMNEY 2' BRACKET TYPICAL INTERSECTION TYPICAL 24310 TW243 M4310 RAILI 5611 HEIC7 TTYPIGAL ir NEW SIDING 1W30410 2 cv 21 SHINGLES 5 2 12 TRIM � VIEW SECOND FLOOR - 12 METAL ING ASPHALT 5 - - -- - MINGLE V- - - -- - - NEW SECOND FLOOR FINI5HEOF--LO OR - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - -- - ROOFING - - - - - FIN15HEDFLOOR x8 FASCIA CASED M lxb TRIM Ixax P I N RI 2' 2' NEW PREFAB COLUMN TYPICAL ORNAMENTAL 1W24410 DHP410410 4410 BRACKET TYPICAL EXI5TIN6 D (6 NEW SIDING DECK NEW SIDING 5141146LE5 SHINGLES STRUCTURE SHINGLE5 EXISTING FIRST FLDOR- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - STI 6FIR5TFLOOR FINISHED FLOOR - - - - - - - - - - -- - - - - - - - - - - FIKI5H5D FLOOR NEW STUCCO EXISTING FOUNDATION TO BE REMOVED TO OVER NEW NEW STUCCO OVER EXI5TIN& ANDERSEN BELOW GRADE (11"xl2'-5") PROVIDE NEW CONC GONG NEW CONC FOUNDATION BASEMENT FV4 ON NEW CONC FT6 "" H FOUNDATION FOUNDATION TO REMAINK A IL; CUTCHOGUE, NEW YORK SOUTHELEVATION REVISED DATE:E: 10 128 12021 SCALE: 1/4" = V-0" U RA L TA LGAT ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 BIDDIFMOG SET (631)477-8963 VENT TYP { I - { 1 I I TYP I CAL ROOF I ASPHALT ROOF 5HINGLE5 ON 30# BUILDING PAPER ON 5/4" 2'_6" 12 12 EXT. OR. PLYWD 2' o �z.C1- @ ATTIC 101A NEW 2x10 GJ 16" OG TOP OF _ SECOND — — — — — TOP OF SECOND FLOOR — FLOOR PLATE R-30 1/2" GYP INSULATION BD TYP SOFFIT NEW 2x6 EXTERIOR WALL TYPICAL NEW 2x6 EXTERIOR WALL SOFFIT VENT , TYPICAL EXTERIOR WALL TYPICAL EXTERIOR WALL VENT TYP I GAL 2 NEW SIDING ON I5# 2' TYP1 GAL NEW SIDING ON I5# BUILDING PAPER ON 5/5" BATHROOM BATHROOM BUILDING PAPER ON 5/8" Ix SOFFIT MATCH O 4" THK x 50" LONG # EXT. GR. PLYWD ON 2x6 3 #2 EXT. GR. PLYWD ON 2x6 EXTERIOR TRIM ORNAMENTAL STUDS 0 16" OG W/ R-I Q NEW HALL STUDS (p 16" Or-. W/ R-I ci TYPICAL - BRACKET TYPICAL INSULATION INSULATION d) SPRAY FOAM AND BATT INSULATION PROVIDE TYPICAL FLASHING J# 2'-6 11 'TYPICAL NEW SECOND 2 FLOOR FINISHED —R— _,. — — — — � — — — — — — — NEW SECOND FLOOR FLOD — — — — — — — — — — — — — — — — — — — — FINISHED FLOOR — — TOP OF FIRST " NEW 2x10 FJ � I6" OG NEW 2x10 FJ ® 16" OG _ — — TOP OF FIRST FLOOR — 1/2" GYP EXISTING 2X4 BD TYP WALLS FURRED EXISTING 2X4 WALLS FURRED OUT OUT TO 2x6 TO 2x6 THICKNESS W/ NEW R-I Q THICKNESS W/ 2 ' INSULATION NEW R-IQ >--",-4" THK x 30" LONG INSULATION ORNAMENTAL M BRACKET TYPICAL - N NEW KITCHEN NEW HALL NEW LAUNDRY NEW POWDER EXISTING EXTERIOR WALL 'X AND PANTRY BATH #5 NEW 51 D I NG ON 15# p� NEW FLOORING ON BUILDING PAPER ON 5/5 EXISTING 5UBFLO0R VERIFY R-22 BATT EXT. GR. PLYWD ON ON FLOOR JOISTS INSULATION IN EXISTING STUDS W/ R-IQ EXISTING FIRST TYPICAL FLOOR J015TS INSULATION FLOOR FINISHED FLOOR _ _ _ _ _ EXISTINGFIRST FLOOR EXIST DECK STRUCTURE FINISHED FLOOR — NEW (2)2x8 EXISTING 2x10 FJ ® 16" OG VERIFY EXISTING 2x10 FJ (P 16" OG VERIFY NEW 6x6 P05T EXISTING EXISTING GRADE GONG (3)2x10 EXISTING (3)2x10 FOUNDATION ABOVE VERIFY FIRE RATED ABOVE EXI5TINrp 2p,5 WALL TYPE "X" 5/5" THK GYP PRE55URE TREATED BD ON INTERIOR WALLS _,_, LEDGER W/ 315" ITITEN AND GEILING OF ctl EXISTING MASONRY 5GREM5 AT EXISTING GARAGE X GARAGE 16" OG 3" EkBLD EXISTING THROUGH OUT - CLOSE I I ALL OPENINGS WITH I I BASEMENT FIRE RATED GYP BD L- � EXISTING GONG AND FIRE RATED SLAB CAULKING AS REOU I RED BY BUILDING DEPT. EXISTING TOP OF GRADE BASEMENT 5LAhB — NEW 10" D I A GONG FILLED 50NOTUBE 36" BELOW GRADE TYPICAL WITH GAL 5TL TIE DOAN Alternate ##1 Existing first door exterior and interior 2x4 Walls to remain at 8 foot height. K I 4L R 3 D CUTCHOGUE, NEW YORK DATE: 10 / 4 / 2021 Alternate ##2 REVISED DATE: 10 128 / 2021 Existing exterior and interior walls to be removed and all new first and second floor URAL TALGAT exterior walls to be 2x6's at 9 foot height and all interior walls to be 2x4's at 9 foot ARCHITECT height. PM` 0 P 0%S E Erj'p* "" U I L [") I N G' A oaf& E 'to;N& T I ®® v® GREENPORT, NEWYORK 11944 BIDDIN G G SET (631)477-8963 SCALE: 1/2" = 1'-0" PROVIDE (05/4" MB m W/ WASHERS Wl (1) 2x EA,'-'H SIDE OF BRACE `-(2) 2x I O m � 1(2) 5/4" B / I WASHERS ► ► TYP I GAL ROOF 4x6 BRACE— I ASPHALT ROOF SHINGLE5 ON 2 LOCATIONS 1 50# BUILDING PAPER ON 5/4" EXT. OR. PLYWDBRACE % IDE VIEW (2) 11 1/4" LVL RIDGE 4x4 BLOCK I 12 pG \ (4)2x (2)2x10 DJ 6 P05TS I 5 �{O W/ (I)5/4" MB 1 CATHEDRAL PROVIDE FLASHING AT ROOF W/ WASHERS I 2��0 ATT I G \ GE I L I NG WALL INTERSECTION TYPICAL ma STUD WALL I \ _ W (5) II 7/8 LVL WASHERS � � TYPIGALNEN DSEE FLOOR PLANS GK \ 12 BRACE Toy VIEW LocATlo NEW 2xf0 GJ (9 fro" OG � \ �' � \ II TOP OF SECOND FLOOR — — — x \ — — — — — — — — — — — TOP OF SECOND FLOOR PL�T� — — — -- — — — B \\-R-30 ML PLATE I DTYPI — SOFFIT VENT TYPICAL II SOFFIT VENT TYPICAL 4" THK x 50" LONG ORNAMENTAL NEW 2x6 EXTERIOR WALL INSULATYPICALTION II Ix SOFFIT MATCH EXTERIOR BRACKET TYPICAL Ix SOFFIT MATCH EXI-ERIOR TRIM TYPICAL EXTERIOR WALL TYPICAL NEW SIDING IS# I I I II NEW 2x6 EXTERIOR WALL 4 THK x 50„ LONG ORNAMENTAL PROVIDE FLASHING A A W BALCONY AND BUILDING PAPER ON 5/8" " I ( I II TYPICAL EXTERIOR WALL BRACKET TYPICAL EXTERIOR WALL INTERSECTION TYPICAL EXT. OR. PLYD ON 2x6 RAILING 56 NEW SIDING ON I5# STUDS @ 16" OG W/ R-la HEIGHT TYPICAL I I II BUILDING PAPER ON 5/5" RIDGE PENT TYP RAILING 56" INSULATION EXT. GR. PLYWD ON 2x6 SPRAY FOAM AND HEIGHT TYPICAL � WALL BEHIND EXISTING � II STUDS © 16" Occ, W/ R-I1 HALL / SITTING INSULATION • BATT INSULATION AREA I I II PROVIDE FLASHING AT ROOF • TYPICAL I I I I WALL INTERSECTION TYPICAL • I • � I III NEW SECOND BALCONY - FLOOR FINISHED — — — — 12 _ NEW_SECOND FLOOR FL — — — — — — — OOR „�"` _ _ — FINISHED FLOOR - - NEW 2x10 FJ 0I6" OG ti TOP OF F I RST — ._ NEB pG — TOP OF_FIRST FLOOR_ FLOOR PLATE I PLATE 2x8 DJ @ 1(o 00, 1 i;)J EACH SIDE OF P051" 1/2" GYP BD TYP I \-Ix SOFFIT MATCH SOFFIT VENT TYPICAL PROVIDE (2) 1/2" ME3 NE FAB COLUMN W 5" DIA PRE II I EXTERIOR TRIM NEW CASED BEAM 5EE EXISTING 2X4 WALLS FURRED OUT FAB # SAFE I ! TYPICAL NEW CASE BEAM SEE F I RST FLOOR PLAN FOR I TO 2x6 TH I CKNE55 W/ NEW R-11 cTOOO WORKING LOAD WALL BEHIND II F I RST FLOOR PLAN FOR BEAM SIZE PROVIDEI INSULATION NEW LIVING OR (4)2x6 POST EXISTING II NEW ENTRY NEW BEAM SIZE PROVIDE HOLD DOWNS P05T CLAMPS OR HOLD EGO TYP (4)2x6 AT AREA FOYER COVERED SIMPSON HU210 T BRACE III OPEN TO EXTERIOR DOWN5 PROVIDE NEW CASED 2xIO I I LOCATION l ABOVE ENTRY NEW PREFAB LEDGER W/ 2 TIMBERLOK M.B. III TERRACE COLUMN TY IGAL SCREWS @16" OG INTO 5 1 ( I 3/4 .B. NEW FLOORING ON NEW FLOORING ON NEW 5/4" " ( ) VERIFY R-22 GATT /4 LVL L HDR I I INSULATION IN EXISTING SUBFLOOR PLYWD ON FLOOR JOISTS W/ NEW TERR GE 2 THK STONE � 411x6"x'75" LONG CASED FLOOR JOISTS ON FLOOR JOISTS R-22 INSULATION III PAVING O 5/ " THK GROUT ON 4" STRUCTURAL BRACE TYPICAL I I TYPICAL TYPICAL + THK GONG SL B W/ 6x6, 10/10� X WWM ON G M ACTED SUBGRADE) N EXISTING FIRST _ _ _ _ _ _ _ � _EXISTING FIRST FLOOR FLOOR F I N I SHED -- — — — FLOOR EXISTING DECK STRUCTURE � FINISHED FLOOR NEW STAIRS, 2" THK STONE NEW (2)2x8 EXISTING 2xIO FJ g 16" OG VERIFY EXISTING 2x10 FJ 9 16" OG VERIFY NEW 2xlo FJ 16" OG TREADS ON 5/4" THK GROUT ON 4" NEW bxb POST NEW 2" THK THK GONG SLAB W/ 6x6, 10/10 GONG SLAB EXISTING NEW 8" THK WWM W/ STUCCO RISERS EXISTING (5)2xI0 POURED GONG COMPACTED ORAD Ir (3)2x10 NEW 4x4xl/4 ST EL COLUMN - ABOVE BEYOND ON 24' SQ x 12" DEEP ABOVE 1 1 FOUNDATION WALL _ FILL EXISTING FOUNDATION WALL I NEW 8" THK GONG GONG FTG , W/ 3) #4 EACH EXISTING GONG I NEW CRAWL TO BE GUT TO LOWER. HEIGHT ► FOUNDATION WALL WAY, SET 4" OF BOTTOM, TYP FOUNDATION WALL SPACE TO MATCH EXISTING GRADE I WALL B I I NEW 2" THK COMPACTED EXISTING 2x8 PRESSURE TREATED EXISTING BEHIND GONG EX{EH I ND I GONG SLAB NEW 8" FILL LEDGER W/ 5/8" TITEI�I MASONRY I FOUNDATION WALL FILL THK GONG SCREWS AT 16" OG 5" EMBED FOUNDATION NEW 4 THK GONG BASEMENT WALL NEN FOUND WALL " THK CONO AT ON NEW 1 O DIA GONG FILLED SLAB AS REQUIRED _ I COMPACTED 50NOTUBE 56" BELOPNI GRADE EXISTf NG GONG .(D I + FILL TYP I GAL WITH GAL 5TL TIE DOWN SLAB EXISTING TOP OF _ _ _ _ _ _ _ _ I_ I_ _ EXISTING TOP OF GRADE GRADE BASEMENT SLPB — I I BASEMENT SLAB NEW 8"x16" GONG FOOTING W/ 2#5 _ z _ z REBAR CONTINUOUS NEW 5"xl b" GONG - FOOTING NI 2#5 Alternate # 1 REBAR CONTINUOUS Existing first floor exterior and interior 2x4 walls to remain at 8 foot height. NEW 5"x16" GONG I D "'s H C FOOTING W/ 2#5 CUTCHOGUE, NEW YORK REBAR CONTINUOUS DATE: 10 14 12021 Alternate ##2 REVISED DATE: 10 128 12021 Existing exterior and interior walls to be removed and all new first and second floor URAL TALGAT exterior walls to be 2x6's at 9 foot height and all interior walls to be 2x4's at 9 foot ARCHITECT height. rm IJ ®® ®® GREENPORT, NEWYORK 11944 BIDDING E S T (631)477-8963 .r SCALE: 1/2" = V-0" ` RIDGE RIDGE VENT TYP VENT TYP METAL ROOFING METAL ROOF ON 30# BUILDING 12 PAPER ON 5/4" EXT. OR. PLYWD METAL ROOFING METAL ROOF ON 30# BUILDING01 V D� TYP PAPER ON 3/4" EXT. OR. PLYWD (1) cl 1/2" L\/L RIDGE U 0 (O 0 2 \� 0 �\ 12 ATT 1 C ATTIC TOP OF NEW 2x10 CJ 16" OG N W 2xl GJ 16" 04 NEW 2x10 CJ © 16" OG SECOND FLOOR_ TOP OF SECOND FLOOR _ _lot � PLATE PLATE NEW 2x6 EXTERIOR WALL \R-50 R-50 INSULATION I/2 GYP INSULATION SOFFIT TYPICAL EXTERIOR WALL TYPICAL BALCONY CO BD TYP TYP I GAL NEW SIDING ON 15# NEW 2x6 EXTERIOR WALL 5OFF IT VENT TYPICAL EXTERIOR WALL ENT TYPICAL 2' BUILDING PAPER ON 5/8" I/2" GYP NEW SIDING ON 15# � � 2� TYPICAL EXT. OR. PLYWD ON 2x6 BD TYP BATHROOM BUILDING PAPER ON 5/8" _ 10 STUDS 16" OG W/ R-I #2 RAILING 36 EXT. OR. PLYWD ON 2x6 INSULATION HEIGHT TYPICAL STUDS ® 16" OG W/ R-I1 � BEDROOM #2 INSULATION BEDROOM #5 SPRAY FOAM AND BATT INSULATION TYPICAL NEW SECOND FLOOR FINISHED _____ _ NEW SECOND FLOOR FLOOR FINISHED FLOOR TOP OF FIRST _- _ _- TOP OF_FIRST FLOOR_ FLOOR PLATE NEW 2xIO FJ @ 12" OG _ STAI> 5 PLATE NEW 2x10 FJ ® 16" Or-. NEW 2x10 FJ ® 16°' OG 1/2" GYP 1/2" GYP BD TYP BD TYP EXISTING 2x4 FRAMED NEW 5" DIA PRE FAB COLUMN EXISTING 2x4 FRAMED WALL W/ NEW SPRAY cI000 # SAFE WOR<I NG LOAD WALL W/ NEW 5PRAY FOAM AND GATT STA"�' NEW ENTRY OR (4)2x6 P05T FOAM AND BATT INSULATION R-15 HAL- . TYPICAL � OPEN O INSULATION R-15 NEW FLOORING ON TYPICAL NEW MASTER NEW LAUNDRY ABOVE EXISTING 5UBFLOOR NEW LIVING X BATH #I AND PANTRY ON FLOOR JOISTS AREA N TYPICAL N VERIFY R-22 BAIT NEW FLOORING ON VERIFY R-22 BATT NEW FLOORING O ISTING SUBFLO INSULATION IN EX15TING 5UBFLOOR INSULATION IN EX EX FLOOR JOISTS FLOOR JOISTS ON FLOOR JO I5T5 FLOOR JO I575 ON TYPICAL TYPICAL EXISTING FIRST _ _ EXI5TING_FIR_ST FLOOR FLOOR FINISHED `� ,-x _-'�"'.w"�"` FINISHED FLOOR FLOOR EXISTING 2x10 FJ ® 16" OG VERIFY -- EXISTING 2x10 FJ 16" OG VERIFY EXISTING GONG EXISTING GONG GRADE FOUNDATION WALL FOUNDATION WALL VERIFY FIRE RATED TYPE "X" 5/5" THK GYP BD ON INTERIOR WALL5 EXISTING AND CEILING OF GRADE GARAGE EXISTING EXISTING GARAGE •X THROUGH OUT - CLOSE BASEMENT ALL OPENINGS WITH r FIRE RATED GYP BD EXISTING GONG AND FIRE RATED --- EXISTING GONG SLAB CAUL<I NG AS REGQU I RED SLAB BY BUILDING DEPT. EXISTING TOP OF EXISTING TOP OF _ BASEMENT SLAB-- - BASEMENT SLAB L Alternate #1 R' Existing first floor exterior and interior 2x4 walls to remain at 8 foot height.,g g E- CUTCHOGUE,' "' NEW YORK Alternate #2 DATE: 9 120 / 2021 Existing exterior and interior walls to be removed and all new first and second floor URAL T LG T exterior walls to be 2x6's at 9 foot height and all interior walls to be 2x4's at 9 foot ARCHITECT 436 7th STREET ht. GREENPORT, NEWYOR K 11944 _ SCALE: 1/2" = V-0" BUILDING PERMIT ET � (631)4T7-8963 - I PROTECTION FOR OPENINGS 0TE : .: STRu�TURAL RF=VIEW BY STF=VF= MARF=SGA, P� WIND-BORNE DEBRIS 188-07 WEST MONTAU< HIGHWA`r, HAMPTON BAT--, NY IIcf46 iOR WALL OPEN i NCB PROTECTION OF 120 MPH 5-SECOND WIND GUSTS PHONE 651 -72P cF480 ( MAXIMUM MEAN ROOFHEIGHT: 35 9 SIMPSON LSTA - 20 GAGE RIDGE STRAP ALL ROOF RAFTERS I T E I � ° 2 x b TIE a EACH RAFTER USE/OCCUPANCY CLASSIFICATION DESIGN DESIGN IN ACCORDANC W IE TH AMER I CAN IN VIEW OF STRAP. S I N6LE FAMILY RESIDENTIAL FOREST PRODUCTS WOOD FRAME r CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 1 \ ° ICE SHIELD 24" FROM ED& PRESCRIPTIVE METHOD SH U TT E F\ ASSEMBLY I REQUIRED - 24 FROM EDGE N.T.s. °a-' � � ° - HEIGHT FOR PANEL SPANS: O < 410 WIDE SPAN I 55'-O" MAXIMUM GROUND SNOW LOAD - 43 PSF. FIRST LEVEL - 40 PSF. L.L. 23/32" (5/4") APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD I (OVERLAP AROUND OPENINGS 4") I � ° ALTERNATE POSITION OF LIMING AREAS - 40 PSF. L.L. HURRICANE CLIP USE BEDROOMS - 30 PSF. L.L. ASSEMBLY: I-' I SIMPSON H3 FIRE AREA WIND SPEED - 13o MPH ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ° I I #IOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I RESIDENGF=: X SEISMIC DESIGN CATEGORY - B WOOD 5GREW © 16" O.G. I I '" 51MP50N H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROMRAF WEATHERING - SE\/ERE TO STUD. #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxl-I/2 ( W/ WASHERS) I I ICAL ALL RAFTERS FROST LINE DEPTH - 36" MACHINE BOLT @ 12" O.G. I 5 - 8d NAILS EACH END TYPE OF CONSTRUCTION TERMITE - MODERATE TO HEAVY \ \ I APA RATED PLYWOOD TO CONVENTIONAL L 16HT FRAME WOOD DECAY - SLIGHT EXTEND TO TOP OF TOP PROVIDE 8d COMMON GONSTRUGTI ON � I PLATE. NAILS ® 4" O.G. AT ICE SHIELD UNDERLAYMENT REQUIRED - YES \ I RIO�R EDGE OF ALL 5HEATHIGENERAL NOTES J 1 ° 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY 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. CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN MULTIPLE SECTION ASSEMBLY: I"I I I 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 1 I/4" THICK BOLTS 2' OG MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. I I I 1 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL I't I LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. I I I I I 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL Ib. ELECTRICAL AND MECHANICAL COMPONENTS TO BE I I 1 1 I STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY,OTHERS. PLYWOOD SHEATHING PARTITIONS, EXCEPT AS NOTED ON DRAWING. I 1 I I TO OVER LAP BOX I7. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE - 11�' GOAT EPDXY PAINT. ALL FA5TENER5 TO BE A5TM BEAM - TOP + BOTTOM. � I 1 I I 1 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND I I I SIMPSON MST27 FLOOR BEAMS. SPACING NOT TO EXCEED 5.0 FT. A-325 BOLTS, 3/4" DIAMETER. 1 1/2" WIDE - 20 GAGE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND I I 1 METAL STRAP @45" OG. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE I I I I I INSURANCE NECESSARY TO PROTECT THE ENGINEER lc"I .. I ot VERIFIED BY CONTRACTOR(5) PRIOR TO START OF AND OWNER. I I ' I I I I - DOUBLE TOP CONSTRUCTION AND ORDERING OF MATERIALS. THIS SHUTTER ASSEMBLY 1 I I 2 x b O.G. PLATE FOUNDATION HAS BEEN DESIGNED FOR A 501L lei. DO NOT BACKFILL AGAINST FOUNDATION WALLS STUDS i BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. N.T.S. I I I 1 I , LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT FOR PANEL SPANS:4' OR WIDER SPAN i I°'� I� THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL CONCRETE SLABS TO BE COMPACTED TO 015% AND IN BASEMENT ( IF ENTRY FROM HOUSE T ATTACHED GARAGE AREA.AR 25/52" APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD I I RELATIVE DENSITY. (OVERLAP AROUND OPENINGS 4") I 1 WRAP + NAIL STRAP 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND 2x4 STRON(5--BACKS ® 24" OG (� -' I°J AROUND SILL PLATE 4 - ad NAILS 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE AT ANCHOR BOLT SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY A55EMBLY: �IMPSON MST27 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE 1 I 1 I NEW YORK STATE BUILDING CODE. -- ' I). PREASSEMBLE PLYWOOD TO 2x4 5: # IOx3 (w 11 WASHERS) GALVINIZED OR 11/2" WIDE - 20 GAGE I I METAL STRAP c48" 00. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. STAINLE55 STEEL WOOD SCREW @ 12" O.G. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ (o' NAIL SHEATHING TO SILL PLATE 5. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT #IOx3" (w/ MASHERS) GALVANIZED OR 5TAINLE55 STEEL ;'2_2 Sd NAILS ® 4" o.c. PENETRATIONS NOW REQUIRES THAT ALL SLEEPINGROOMS IN THE WOOD 5GREW ib" O.G. HOUSE BE UPGRADED WITH HARD WIRED 4 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 1 q. PROVIDE FLASHING AT ALL ROOF BREAKS, 2 - #5 REBAR '``{�'; �- _2 x b SILL PLATE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxl-1/2 ( W/ WASHERS) `' =: Aca TREATED. AND DECKS ETC.. MACHINE BOLT 12" O.G. - :7. 25. THE NY5 CODES AL50 APPLY TO ACCESSORY WINDOWS GLAZED OPENING SEE FOUNDATION DWG. ; '` DO NOT SCALE DRAWINGS. - FOR DE51DA. ',<,y;,,, -5/8" x 12" A.B. 048" oG. STRUCTURE DESIGN. �:;,. • w/ FENDER WASHER. 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. IN ACCORDANCE WITH LARGE MISSILE TEST OF FOR THE INSPECTION OR SUPERVI510N OF ASTM E Igg6 AND OF ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS THIS CONSTRUCTION PROJECT. FEDERAL, STATE IN LIEU OF THE ABOVE MENTIONED WINDOW5. HOLD DOWN + SHEAR CONNECTION AND LOCAL ZONING AND BUILDING GORE COMPLIANCE PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH SHALL BE THE RESPONSIBILITY OF THE HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATIO CONTRACTOR. ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLI' 1N/Nl'300 CHAPTER #2504.ci.6 PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. FRAMING NOTES I. 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 o.c. EXTERIOR EDGES AND 6 d ® 12"' o.c. BETTER. INTERMEDIATE. TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/5" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING MIN. THICKNESS OR A5 NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 5. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE ......................... ..... ...... RAFTER/TOP PLATE 3-16d (TOE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE GE I L I NG JOIST/TOP PLATE 4-8d (TOE NAILED) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TEGO" OR APPROVED EQUAL. FOR CEILING JOIST/PARALLEL RAFTER 8-I6d (PAGE NAILED) TIMBER PILE" FOUNDATIONS, PROVIDE HURRICANE o GE I L I NG JOIST LAPS OVER PARTITION -i-Ibd (FACE NA I LED) 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED GL I P5 AT ALL PERIMETER J015T TO GIRDER } WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH CONNECTIONS. �hj COLLAR TIE/RAFTER 4-I0d (ea. end• 1-1i=t" strap) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A BLOCKING/RAFTER 4-5d (TOE NAILED) MINIMUM OF 2-2X5 OR A5 SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA o �10 o RIM BOARD/RAFTER 4-Ibd (END NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL r TOP PLATE/TOP PLATE 2-I6d (PAGE NAILED) AND FLOOR BEAMS A5 PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND a a TOP PLATE AT INTERSECTIONS 4-166 (FACED NAILED) ® 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED STUD/STUD 2-16d (FACE NAILED) CIRCULATION IN ROOFS. GABLE ROOFS '''`" ` ` HEADER/HEADER 16d (PAGE NAILED) A5 PER MANUFACTURERS -RECOMMENDATIONS. WEB (0. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND o Flo TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) stairs etc. ) OR A5 NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" BOTTOM PLATE/FLOOR JOIST 3-Ibd (FACE NAiLED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF a BRIDGING/JOIST 2-I0d (TOE NAILED) PARTITIONS OR A5 NOTED ON DRAWINGS. h BLOCKING/JOIST 2-I0d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS BLOCKING/SILL orTOP PLATE 3-Ibd (TOE NA LED) 5. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. 0 o WITH RATED GALVANIZED METAL CONNECTORS BY to < o �45 LEDGER 5TRIP/5EAM 4-16d (PAGE NAILED) 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2" DIA. o JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12" O.G.. BAND JOI5T/JOIST 3-166 (END NAILED) q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. h BAND JOIST/SILL or TOP PLATE 3-I6d (TOE NAILED) BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. TH15 DRAWING 15 AN INSTRUMENT PREPARED TO GABLE ROOFS PLYWOOD ROOF DECKING 5d n4" O.G. EDGES, @a" O.G. FIELD FACILITATE CONSTRUCTION AND SHALL NOT BE SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. 0 0 100< 04,450 STRIP SHEATHING 8d (ONE/RAFTER) CONSTRUED AS A CONTRACT BETWEEN BUILDER AND to < o �3oPLYWOOD WALL SHEATHING ad ©4" O.G. EDGES, @8" O.G. FIELD ALL EXTERIOR NAILS SHALL BE GALVANIZED. OWNER. PROVIDE ad COMMON NAILS ® 4' O.G. PLYWOOD 5UBFLOOR DECKING 8d @6" O.G. EDGF_5, @12" O.G. FIELD AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. 109 O (3G O aVA KA I D. N C PROVIDE ad NAILS a 4" O.G. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. NOTE : a = 4 FT. IN ALL GASES COMPONENT AND CLADDING PRESSURE ZONES cu-rc�oGUE, NEW YORK DATE: 9 120 / 2021 UR LT L T ARCHITECT u 16j" E T A I L S STRUCTO mRAa L I'm' Ow", T & 436 7th STREET >' BUILDING PERMIT S GREENPORT, NEWYORK11944 (631)477-8963