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HomeMy WebLinkAbout51299-Z ho�apf SOUTyo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd WN, { Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47124 Date: 06/10/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 900 Sound Dr Greennort, NY 11944 Sec/]Block/Lot: 3 3.-4-4 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/30/2024 Pursuant to which Building Permit No. 51299 and dated: 10/21/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with a finished basement (basement has one bathroom and one bedroom), covered front porch, covered rear porch with a fireplace, and a garage attached by breezeway as applied for. The certificate is issued to: Peter Ruttura,Donna Ruttura Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-0621 5/28/26 ELECTRICAL CERTIFICATE: 51299 5/26/26 PLUMBERS CERTIFICATION: George J.Berry Jr. 5/10/26 Aut rite Si at e \%ofSOUPyO(o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51299 Date: 10/21/2024 Permission is hereby granted to: Peter Ruttura 4 Ferncliff Rd Huntington, NY 11743 To: Construct a new two-story single-family dwelling with breezeway,detached garage and HVAC system as applied for per Trustees non-jurisdiction letter and SCHD approvals. Premises Located at: 900 Sound Dr, Greenport, NY 11944 SCTM#33.-4-4 Pursuant to application dated 08/30/2024 and approved by the Building Inspector. To expire on 10/21/2026. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $3,719.50 CO Single Family Dwelling-New $100.00 Total $3,819.50 -----M�Building Inspector Inspector *pF SO�jyo�o Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 Southold,New York 11971-0959 OIi�, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peter Ruttura Address: 900 Sound Dr city: Greenport St: NY zip: 11944 Building Permit#: 51299 Section: 33 Block: 4 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: G&S Electric License No: 578ME SITE DETAILS .Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage X Dock INVENTORY Service 1 ph X In-wall Heater KGas Recpt 120 Ceiling Fixtures 22 Smoke Detectors 9 Sump Pump 1 Main Panel 200 Hot Water GFCI Recpt 19 s Wall Fixtures 42 CO Detectors 3 Heater Main Panel 200 A/C Condenser Cooktop 2 RecessdFixtures 128 Combo Smoke/CO Transformer Sub Panel 100 A/C Blower Range Recpt 50A Ceiling Fan 8 Heat Detectors 1 Salt Gen Transfer Switch 400 Mini Split Dryer Recpt Gas UC Lights Fridge 1 AutoCover ARC 30 Blower Heads Switches 144 Pucks Lights 2 Dishwasher 1 Mini Fridge 4 GFI 1 SepticDisconnect Emrgency Strobe Sauna 1 Microwave 1 Garbage Disp. ARC/GFIJ 41 ERV Exit Lights Bath Exhaust 8 Hood 1 Dehumidifier 1 Other Equipment: Notes: Two Story w/ Finished Basement and Garage Attached by Breezeway Inspector Signature: Date: May 26, 2026 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 � BUILDING DEPARTMENT , TOWN OF SOLYMOLD M AY 1 2026 CERTIFICATION I I Date:/ 6 Building Permit No. Owner: (Please print) Plumber: 6e esna (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. (Plumber e) Sworn to before me this dayof 20_'20 Notary Public, kA VOM Y V11,CKM'BERRY Notary'Pu'btic-State of New-York '�No. 01 BE6070081 '(qualified in.$uffolk Count Commission Ex . ..* — SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 NS-PECTION [ OUNDATION 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [. ] PRE C/O [ ] RENTAL RE"RKS: S' i� h � 0%4q" ►1�wv�i DATE INSPECTOR OE SO(/T�°� # # TOWN OF SOUTHOLD BUILDING DEPT. coutm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F DATION 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: 110, DATE o 'LaY INSPECTOR 50UTyOlo * . # TOWN OF SOUTHOLD BUILDING DEPT. lou ,� 631-765-1802 INSPECPON [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l V Vat/ v V VtA DATE 2✓ �)O%yl// INSPECTO �fqjf SOU y /a qoo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [A ELECTRICAL (ROUGH) [4Q ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: NO uo 01W4 .� ;,oL ©L.4 l� n e--e-0(5 �a —6 r6uoA BA �o d- eov-o-ge oa&t e G. 6 i DATE INSPECTOR OF SObly�`o - -— ✓' TOWN OF SOUTHOLD BUILDING DEPT. °y40urm��'' 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: nylb Do&z-s 4iG ,p2Gs�v� DATE �'-� -v��'. INSPECTOR OF SOUT��� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL K� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 W Vf S �6,,rz,- bon,`jam AhA , 1111,E T S DATE INSPECTOR AL oF soaryo� 1700 — # # TOWN OF SOUTHOLD BUILDING DEPT. o m, �0 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) ] CODE VIOLATION '[ ] PRE C/O [ ] RENTAL REMARKS: 7tim 0 ,,-To<y IV-1//r -Fl Nl sa6;T S90,11 � k on op co DATE 111L0J, INSPECTOR Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.41.2 and R403.3.4 Address of Test 900 Sound Drive;Greenport,NY 11944 Test Date 4/30/2026 Building Permit#: Compliance Pathway Performance Test Completed by:: Chistopher Silvia SNET Rater ID# 4150294 Home a Energy Solutions; ..� NATE ID# 1-87 East_Main Street I ) _ ICC ID# Huntington,NY-11743 I' J U N 2026 BPI# 631-673-0664 Building Envelope Tightness Town of Southold Volume Calculation: Check if: Floor Area. Volume El Conditioned Basement Basement 2762 26556 ❑'Conditioned-Crawl Space 1st 1979 17969 ❑� Sealed Attic 2"d 1369 13736 *The conditioned.floor area of dwelling is calculated in 3`d accordance with ANSI Z7V1except.that conditioned floor Attic. 7996 area includes areas whepb the'ceiling height I§.less than 5 Total Volume 66251 CFM @50 pa 1100.3.' Air changes/hr@ pa 1:00 Code Compliance: Pass /MLI Duct Tightness: Post.Construction st-T otal DuciYeAkage System-1: Within Condition Space Duct Location Conditioned.Space .......................... Floor Area Leakage CFM @ 25pa n/a CFM/100 ft2 CFA n/a Code Compliance: Exempt System-2: Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100' .ft'CFA� Code Compliance: System-3: Duct_Location ---•--•-•---------------- Floor Area Leakage CFM @ 25pa� CFM/100 ftZ CFA� Code Compliance: All building emcilope'tightness has been verified and conducted in accordance with RESNET/ICC 390 AS.TM E779 or ASTM E1827,as .required by 2018 IECC as amended by the 2020'New York.State Supplement, section R402.4.1.2. The building duct and. plenum .system has.been verified as required by the 2018 IECC,as amended by 2020 New York State Supplement,Section R403.3.4. Signature: "_ Dater 4/30/2026 Christopher Silvia,Home-Energy Solutions H !'tlr M E ENERGY Home Energy Solutions Inc. 1-�1 187 E.Main Street S O L U T 10 N S Huntington,NY 11743 (631)673-0664 CONSERVATION THROUGH EFFICIENCY gdlamay3@gmail.com PRE-DRYWALL INSPECTION REPORT Date: 4 0 5I as INSPECT ON RESULTS Builder: �,;.� Air Sealing PASS ❑FAIL Address: 9 00 �w o� my q Insulation PASS El FAIL Lot # Duct Test ❑ PASS ❑FAIL ITEMIZED CHECKLIST STRUCTURAL COMPONENTS N/A PASS INCOMPLETE WINDOWS 1. U: =3a SHGC: ,a7 ❑ ❑ Garage Joist 2. U: SHGC: © ❑ ❑ Cantilever WALLS 000T•33 J • a 1 ❑ Ky ❑ Soffit. AGW 2 P a��r',G �'R-13 g41 ❑( ❑ K❑ Attic nee Wall Hybrid Wall: Foam R- I,—) Batt R- 3 ® ❑ ❑ Fireplace Exterior Ins: R-NIA ❑ [� ❑ Bathtub ❑ EPS ElXPS ElPolyiso ❑ � ❑ Sill Plate Garage Wall: R- 14 El [ ❑ Top Plate N Foundation Walls: ��I a�1 GL R- _ MECHANICAL VENTILATION FRAMED FLOORS KI Energy Star Rated Bath Fan Abv Garage: R- ❑ ERV Abv Basement: R- 3 0� aoOL1 ❑ Fresh Air Intake Cantilevers: R- ROUGH DUCT TEST CEILINGS Duct Location AH1: (-FM ►3 o.SCE Flat: R- AH2: CFM ex�p+ Vaulted: R- t AH3: CFM Sealed Attic: Thickness: 0 CC 91 LDSF❑ NOTES ac� c� HVE 0 Building Town of Southold HES REPRESENTATIVE SIGNATURE: L� u — 900 Sound Drive 1 , Load Short Form z �- - wrightsoft +�,6 Da e: 09/12/2024 Entire House By Marvin Murillo Home Energy Solutions JUN - 2026 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3r@gmail.com Web:home-energysolutions.corrb ^-,-�, r>nf. tl Project • • For: 900 Sound Drive,Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(°F) 15 88 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD('F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AH#1 2835 23624 12125 825 825 AH#2 1384 16215 13865 825 825 AH#3 1485 20532 11864 825 825 Entire House 5703 60371 37889 2475 2785 Other equip loads 17635 4168 Equip.@ 1.00 RSM 42057 Latent cooling 6211 'TOTALS I 5703 I 78006 I 48269 I 2475 I 2785 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriightsofl[^ 2024Sep-1714:55:55 ,� Rig ht-Suite®Universa1202323.0.O5RSU25299 Page 1 / 1 ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S W rightsafk° Load Short Form Job: 900 Sound Drive Date: 09/12/2024 AH #1 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-073-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 900 Sound Drive, Greenport, NY 11944 Design Information Htg Clg Infiltration Outsidedb(°F) 15 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Trade Model 25VNA825AO030 Cond 25VNA825AO030 AHRI ref 7161705 Coil FE4ANF003 AHRI ref 7161705 Efficiency 10 HSPF Efficiency 12.0 EER, 18 SEER Heating input Sensible cooling 16940 Btuh Heating output 28000 Btuh @47°F Latent cooling 7260 Btuh Temperature rise 31 °F Total cooling 24200 Btuh Actual air flow 825 cfm Actual air flow 825 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.72 Capacitybalance point=21 °F Backup: Input=0 Btuh Output=0 Btuh 80 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Zone 2225 15797 8350 552 557 Zone 2 610 7827 5678 273 379 AH#1 2835 23624 12125 825 825 Other equip loads 8086 1911 Equip.@ 1.00 RSM 14037 Latent cooling 5573 TOTALS I 2835 I 31710 I 19609 I 825 I 825 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft" 2024Sep-1714:56:55 --,.,,.��.....,.,., RightSuite®Universal202323.0.05RSU25299 Page and Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S D Load Short Form n D Job: 900 Sound Drive lidar>f�h��t ft 1� S E P 2 5 D Date: 09/12/2024 Entire House 2024 By: Marvin Murillo Home Energy Solutions , T,,D,T�1G D',7-F T. 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com wetr hne�renergysolutigns;corp Project • • For: 900 Sound Drive,Greenport, NY 11944 Design • • Htg Clg Infiltration Outside db(°F) 15 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH#1 2835 23624 12125 825 825 AH#2 1384 16215 13865 825 825 AH#3 1485 20532 11864 825 825 Entire House 5703 60371 37889 2475 2785 Other equip loads 17635 4168 Equip.@ 1.00 RSM 42057 Latent cooling 6211 TOTALS I 5703 I 78006 I 48269 l 2475 I 2785 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - . ='Ot Sof" 2024-Sep-1714:55:55 .e..- <, RightSuite®Universal 202323.0.05RSU25299 Page C� ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Job: 900 Sound .. }. r, htsoft. Load Short Form Date: 09/2/2024 Drive AH #1 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project9 • For: 900 Sound Drive,Greenport, NY 11944 ! - • • • Htg Clg Infiltration Outside db(°F) 15 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design ID(°F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Trade Model 25VNA825AO030 Cond 25VNA825AO030 AHRI ref 7161705 Coil FE4ANF003 AHRI ref 7161705 Efficiency 10 HSPF Efficiency 12.0 EER, 18 SEER Heating input Sensible cooling 16940 Btuh Heating output 28000 Btuh @ 47°F Latent cooling 7260 Btuh Temperature rise 31 °F Total cooling 24200 Btuh Actual air flow 825 cfm Actual air flow 825 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.72 Capacitybalance point=21 °F Backup: Input=0 Btuh Output=0 Btuh 80 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfm) Zone 2225 15797 8350 552 557 Zone 2 610 7827 5678 273 379 AH#1 2835 23624 12125 825 825 Other equip loads 8086 1911 Equip.@ 1.00 RSM 14037 Latent cooling 5573 TOTALS I 2835 I 31710 I 19609 I 825 I 825 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. tMQ I�llt���t 2024Sep-1714:55:55 I� >.,.,• RlghtSuite@ U niversal 2023 23.0.05 RSU25299 Page 2 ...und Drive 900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Load Short Form Job: 900 Sound Drive �d16r1 �t Sl@f�� Date: 09/12/2024 AH #2 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 900 Sound Drive,Greenport,NY 11944 Pesign Information Htg Clg Infiltration Outside db(°F) 15 88 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD(*F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Trade Model 25VNA825AO030 Cond 25VNA825AO030 AHRI ref 7161705 Coil FE4ANF003 AHRI ref 7161705 Efficiency 10 HSPF Efficiency 12.0 EER, 18 SEER Heating input Sensible cooling 16940 Btuh Heating output 28000 Btuh @ 47°F Latent cooling 7260 Btuh Temperature rise 31 °F Total cooling 24200 Btuh Actual air flow 825 cfm Actual air flow 825 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.060 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.82 Capacitybalance point=8°F Backup: Input=0 Btuh Output=0 Btuh 80 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (f12) (Btuh) (Btuh) (Cfm) (cfm) Dining Room 296 4605 3088 234 184 Foyer 146 1735 639 88 38 Great Room 404 6063 5582 308 332 Kitchen 247 827 3071 42 183 Laundry 51 558 678 28 40 Mudroom 89 1423 533 72 32 Pantry 55 1003 275 51 16 Stairs 1 60 0 0 0 0 Bar 35 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rig", OW 2024Sepr1714:55:55 RightSuite@ Universal 2023 23.0.05 RSU25299 Page 3 ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S AH#2 1384 16215 13865 825 825 Other equip loads 4447 1051 Equip.@ 1.00 RSM 14916 Latent cooling 3318 TOTALS I 1384 I 20661 I 18234 I 825 I 825 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr iSphtsoft- 2024Sep-17 14:55:55 ..� ..._,:,t_, Rig htSuite@)Universal 202323.0.05RSU25299 Page / + ...und Ddve_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Load Short Form Job: 900 Sound Drive # ($ � Date: 09/12/2024 AH 113 By. Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmaii.com Web:home-energysoiutions.com Project • • For: 900 Sound Drive,Greenport, NY 11944 Design I-nformation Htg Clg Infiltration Outside db(°F) 15 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Trade Model 25VNA825AO030 Cond 25VNA825AO030 AHRI ref 7161705 Coil FE4ANF003 AHRI ref 7161705 Efficiency 10 HSPF Efficiency 12.0 EER, 18 SEER Heating input Sensible cooling 16940 Btuh Heating output 28000 Btuh @ 47'F Latent cooling 7260 Btuh Temperature rise 31 'F Total cooling 24200 Btuh Actual air flow 825 cfm Actual air flow 825 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.070 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.77 Capacity ba lance point=15'F Backup:Weil-McClain WEIL-MCLAIN EVG 110 In ut= 110000 Btuh Out ut=101000 Btuh 95 AFUE ROOM NAME Area Htg load Clg load Htg AVF Cig AVF OF) (Btuh) (Btuh) (cfm) (cfm) Zone 3 777 10843 7933 436 552 Zone1 708 9689 6782 389 472 AH#3 1485 20532 11864 825 825 Other equip loads 5102 1206 Equip.@ 1.00 RSM 13070 Latent cooling 3912 TOTALS 1 1485 1 25635 I 16982 I 825 I 825 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2024Sep-1714:55:55 aae„�,,,eo,,,Pw _,. Right Suite®Universal 202323.0.05RSU25299 Page ...und Drive 900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Load Short Form Job: 900 Sound Drive �naCl ht�c ftffi Date: 09/12/2024 Zone I By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysoludons.com Project • • • For: 900 Sound Drive, Greenport, NY 11944 D- • • • Htg Clg Infiltration Outside db(°F) 15 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fl:2) (Btuh) (Btuh) (cfm) (cfm) BSMT Bath 85 317 9 11 1 BSMT Bedroom 179 4567 2308 159 154 BSMT Stairs 56 0 0 0 0 Mech Room 290 0 0 0 0 Office 196 1682 980 59 65 Recreation Room 839 5440 3697 190 247 Storage 1 581 3791 1356 132 90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri9b oft„ 2024Sep-17 14:55:55 Right-Suite®Universal 2023 23.0.05 RSU25299 Page 6 X0% ...und Drive-900 Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Zone 1 2225 15797 8350 552 557 Other equip loads 0 0 Equip. @ 1.00 RSM 8350 Latent cooling 1788 TOTALS l 2225 l 15797 l 10137 l 552 l 557 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w lgli'ItsoW 2024-Sep-1714:65:55 ,.,,.� Right-Suite®Universal 2023 23.0.05 RSU25299 Page �. ...und Drive900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Load Short Form Job: 900 Sound Drive w l�ghtsott Date: 09/12/2024 Zone 2 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: -900 Sound Drive, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db('F) 15 88 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD('F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34' HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 *F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftZ (Btuh) (Btuh) (cfm) (cfm) HER W.I.0 81 316 69 11 5 HIS W.I.0 47 514 211 18 14 Linen 10 0 0 0 0 Master Bath 152 2398 1014 84 68 Master Bedroom 288 4177 4222 146 282 PWDR 33 422 162 15 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .w ightso _ 2024Sep-1714:55:559 R a RIgMSuite®U niversa12023 23.0A5 RSU25299 Pa e 8 A ' ...und Drive_900_Ruttura and Sons Construction.rup Calc=MA House Front faces: S Zone 2. 610 7827 5678 273 379 Other equip loads 0 0 Equip.@ 1.00 RSM 5678 Latent cooling 763 TOTALS l 610 l 7827 l 6441 l 273 l 379 J Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wril[g$1ttso 2024-Sep-17 14:55:56 AM „ .. *�. Right-Suite®Universal202323.0.05RSU25299 Page AMA ...und Drive_900_Ruttura and Sons Construction.rup Calc=MA House Front faces: S Load Short Form Job. 900 Sound Drive 1�49r1� Af Date: 09/12/2024 Zone 3 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com • - s • For: 900 Sound Drive,Greenport, NY 11944 Design-IRformation Htg Clg Infiltration Outside db(°F) 15 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD ff) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fr) (Btuh) (Btuh) (cfm) (cfm) Bath 1 63 1082 787 43 55 W.LC 1 68 0 0 0 0 Hall 1 100 0 0 0 0 Hall 2 23 0 0 0 0 Bedroom 1 207 4412 3878 177 270 Bedroom 3 169 4659 2629 187 183 Bath 3 65 691 638 28 44 OTB 72 0 0 0 0 W/D 11 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rightsaW 2024-Sep-17 14:55:55 A-—- Right-Suite®Universal 2023 23.0.05 RSU25299 Page 10 + a ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Zone 3 777 10843 7933 436 552 Other equip loads 0 0 Equip.@ 1.00 RSM 7933 Latent cooling 1018 TOTALS I 777 I 10843 I 8951 I 436 I 552 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. " 1i rigl`i O 2024-Sep-1714:55:55 --�,,,,,.—..,,— �5 RightSuite®Universal 2023 23.0.05 RSU25299 Page 11 AM ...und Ddve_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Load Short Form Job: 900 Sound Drive �wrightsof Date: 09/12/2024 Zone 1 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Pe6j6ct In ormation For: 900 Sound Drive,Greenport, NY 11944 Design Information Htg Cig Infiltration Outside db(°F) 15 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD('F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 2 95 1600 967 64 67 Bath 4 77 1296 771 52 54 Bedroom 4 189 3218 1539 129 107 CL 4 13 0 0 0 0 Linen 2 13 0 0 0 0 Stairs 2 60 0 0 0 0 W.I.0 2 45 0 0 0 0 Bedroom 2 218 3575 3506 144 244 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigi is-o'6` - 2024Sep-1714:55:55 ,. .,: m., ,�. , Right-Suite®Universal202323.0.05RSU25299 Page12 ...und Drive-900 Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Zone1 708 9689 6782 389 472 Other equip loads 0 0 Equip.@ 1.00 RSM 6782 Latent cooling 987 TOTALS l 708 I 9689 I 7770 I 389 I 472 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. !1► rightS®ft" 2024-Sep-1714:55:55 e.I Right-Suite®Universal 2023 23.0.05 RSU25299 Page13 v ...und Ddve_900_Ruttura and Sons Construction.rup Calc=MJB House Front faces: S a Basement Mechanical Legend N Sheet Metal Supply Trunk - — - Sheet Metal Return Trunk Flax Due[ SupplyGrillelRegister 1' ' Walt GMWReglster Office g• 7° 65 cfm a" 132 cl'm Storage/ Ax 10 4.10 ax III Rct R— 16" BSMT Bath 4" u cfm 7" 4x 10 4x10 4x10 i 6° I 223 cfm 123 cfm q 4" 159 cf 7" 5 n H R;nr BSMT Smirs BSMT Bet! m o x 10 I Recreation Roou I 4„ 557 cfm Sup Ri 6„ 7 I II I 9" 16,10 r10x 1 14x 1� a x lu I _ _ r Mech Room 0 16" —12x70 I Sx 10 20 x 10 tY1� 20 x 10 Storage 2 Job#: 900 Sound Drive Scale: 1 : 123 Performed by Marvin Murillo for: Hoge Energy Solutions Page 1 187 E Main St Right-Suite@)Universal 2023 900 Sound Drive Huntington,NY 11743 23.0.05 RSU25299 Greenport,NY 11944 Phone:631-673-0664 2024-Sep-17 14:56:28 home-energysolutions.com gdlamay3@gmaii.com ...uttura and Sons Construction.rup 1st Floor Mechanical legend -......_,...•.......,_ . .a # Sheet Metal Supply Trunk Sheet Metal Return Trunk - n Flex Duct { ( Supply Grille/Register -Grit Aegister&bOve _W w StNal!GrllletRegI's 1 166`clm Tin T 117 117n 4 I Dining Room M Risr Great Rooat 16" I r R25 efin "'9a<fn a p4 fm i1 fin ,`t Ifi„ h _ ', HER`wrC Bar fS MasteY B¢r8-oont R c Rts<r 187<fm o lu Stairs r Kitchen 0 10 < 379cfm, Sim Rimy y„ . r t ke Lneett 0"451e Foyer Mudroom Laundry Panity Master Bath, z Garage Job#: 900 Sound Drive Home Energy Solutions Scale: 1 : 123 Performed by Marvin Murillo for: Paget 187 E Main St RlghtSuite®Universal 2023 900 Sound Drive Huntington,NY 11743 23.0.05 RSU25299 Greenport,NY 11944 Phone:631-673-0664 2024-Sep-17 14:56:29 home-energysolutions.com gdlamay3@gmail.com ...uttura and Sons Construction.rup 2nd Floor Mechanical Legend li_.Sheet Metal Supply Trunk W„ - -.- Sheet Metal Retum Trunk Flex Dud Supply Grille(Register l _GnilelRelster Above ' ? 'Wall Griueft&ter 3s fm ` 135cGn Bedroom2 $' Izz�r 7^ 122.ft �s B 5S ifiy at .Bath 2•' I8.10 ie BPlIrOUlfJI 7" 6° 1-0 4 _ 67 c6n 6 z 10 .. I8x 10 bzl0 tzx ln'• 10,:'l9 " W,.LC2 �BaYh3 s 6d76 ' HFtlll aas as L 4 54 cfin Hall2 z" ndcrr _ L len 2 5" . Bath 4 Stairs 2 6" 6^ . Bedroom 3 .7 Bedroom 4 99 dm 94 6n,.. 656fm 65 eft OTB Job#: 900 Sound Drive home Energy Solutions Scale: 1 : 123 Performed by Marvin Murillo for: Page 187 E Main St Right-Suite@ Universal 2023 900 Sound Drive Huntington,NY 11743 23.0.05 RSU25299 Greenport,NY 11944 Phone:631-673-0664 2024-Sep-1714:56:29 home-energysolutions.com gdlamay3@gmail.com ...uttura and Sons Construction.rup Manual S Compliance Report Job: 900 Sound Drive 11d4Arightsof V Date: 09112l2024 AH #I By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com • ect Information. For: 900 Sound Drive, Greenport, NY 11944 Coo-ling 'Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 14037 Btuh Entering coil DB: 78.4°F Outdoor design WB: 73.2°F Latent gain: 5573 Btuh Entering coil WB: 65.1°F Indoor design DB: 75.0°F Total gain; 19609 Btuh Indoor RH: 50% Estimated airflow: 825 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: 25VNA825A0030+FE4ANF003 Actual airflow: 825 cfm Sensible capacity: 16940 Btuh 121%of load Latent capacity: 7260 Btuh 130%of load Total capacity: 24200 Btuh 123°l0 of load SHR: 70% • Equipment- Design Conditions Outdoor design DB: 15.3°F Heat loss: 31710 Btuh Entering coil DB: 61.4°F Indoor design DB: 72.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25VNA825A0030+FE4ANF003 Actual airflow: 825 cfm Output capacity: 28000 Btuh 88%of load Capacity balance: 21 °F Supplemental heat required: 3710 Btuh Economic balance: -99 °F Backup equipment type: Gas boiler Manufacturer: Model: Actual airflow: 825 cfm Output capacity: 0 Btuh 0%of load Meets all requirements of ACCA Manual S. V V rightSOft" 2024-Sep-1714:55:55 RightSuite@ Universal202323.0.05 RSU25299 Page l ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Manual S Compliance Report Job: 900 Sound Drive wrightsof r Date: 09/12/2024 AH 112 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.00m -Projtict Virifoematio'n' For: 900 Sound Drive, Greenport, NY 11944 -Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 14916 Btuh Entering coil DB: 76.3°F Outdoor design WB: 73.2°F Latent gain: 3318 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 18234 Btuh Indoor RH: 50% Estimated airflow: 825 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: 25VNA825A0030+FE4ANF003 Actual airflow: 825 cfm Sensible capacity: 16940 Btuh 114%of load Latent capacity: 7260 Btuh 219%of load Total capacity: 24200 Btuh 133%of load SHR: 70% Heatin.g Eqqiprnent Design Conditions Outdoor design DB: 15.3'F Heat loss: 20661 Btuh Entering coil DB: 66.rF Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25VNA825A0030+FE4ANF003 Actual airflow: 825 cfm Output capacity: 28000 Btuh 136%of load Capacity balance: 8.2 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Gas boiler Manufacturer: Model: Actual airflow: 825 cfm Output capacity: 0 Btuh 0%of load Meets all requirements of ACCA Manual S. * VVB'3tgli'> 0-81-6- 2024-Sep-1714:55:55 ._ ..�..�-..or_ Right-Suite®Universal 2023 23.0.06 RSU25299 Page 2 ^�•� +� ...und Drive-.--" and Sons Construction.rup Calc=MJ8 House Front faces: S Manual S Compliance Report Job: 900 Sound Drive wr ightSof - Date: 09/1212024 AH #3 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 900 Sound Drive, Greenport,NY 11.944 - Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 13070 Btuh Entering coil DB: 76.4°F Outdoor design WB: 73.2'F Latent gain: 3912 Btuh Entering coil WB: 64.0'F Indoor design DB: 75.0'F Total gain: 16982 Btuh Indoor RH: 50% Estimated airflow: 825 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25VNA825A0030+FE4ANF003 Actual airflow: 825 cfm Sensible capacity: 16940 Btuh 130%of load Latent capacity: 7260 Btuh 1860/6 of load Total capacity: 24200 Btuh 1430/6 of load SHR: 70% • Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 25635 Btuh Entering coil DB: 66.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25VNA825A0030+FE4ANF003 Actual airflow: 825 cfm Output capacity: 28000 Btuh 109510 of load Capacity balance: 15 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Gas boiler Manufacturer: Weil-McClain Model: EVG 110 Actual airflow: 825 cfm Output capacity: 101000 Btuh 394%of load Meets all requirements of ACCA Manual S. 14k wrightsoft 2024-Sep-17 14:55:55 Tdo.�,,... —Z , ,. Right-Suite@ Universal 2023 23.0.05 RSU25299 Page 3 ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJB House Front faces: S . wrightaoft° Duct System Summary Job: 900 Sound Drive Y Date: 09/12/2024 AH #1 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 900 Sound Drive,Greenport, NY 11944 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure . 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.245/0.125 in H2O 0.245/0.125 in H2O Lowest friction rate 0.058 in/100ft 0.058 in/100ft Actual air flow 825 cfm 825 cfm Total effective length(TEL) 640 ft Su • • ! - • Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln (ft) Trunk BSMT Bath h 317 11 1 0.081 4.0 Ox 0 VIFx 71.5 230.0 st4A BSMT Bedroom h 4567 159 154 0.086 9.0 Ox 0 VI Fx 66.0 220.0 st4A HER W.I.0 h 316 11 5 0.065 4.0 Ox 0 VIFx 35.5 340.0 st513 HISW.I.0 h 514 18 14 0.061 4.0 Ox0 VIFx 51.5 350.0 st513 Master Bath h 2398 84 68 0.101 6.0 OXO VIFX 7.5 235.0 st5 Master Bedroom c 1407 49 94 0.102 7.0 Ox 0 VIFX 15.0 225.0 st5 Master Bedroom-A C 1407 49 94 0.069 7.0 Ox 0 VIFx 32.0 320.0 st5A Master Bedroom-B C 1407 49 94 0.101 7.0 Ox 0 VIFx 23.0 220.0 st5 Office c 980 59 65 0.107 6.0 Ox 0 VIFx 44.0 185.0 st4 PWDR h 422 15 11 0.058 4.0 Ox 0 VIFx 63.0 360.0 st5C Recreation Room C 1849 95 123 0.139 7.0 Ox 0 VIFx 21.5 155.0 st4 Recreation Room-A c , 1849 95 123 0.104 7.0 Ox 0 VIFx 35.0 200.0 st4 Storage h 3791 132 90 0.079 8.0 OXO VIFX 69.0 240.0 st4A SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st5A Peak AVF 92 123 0.058 444 7.0 10 x 4 ShtMetl st5 st513 Peak AVF 44 30 0.058 157 . 4.8 10 x 4 ShtMetl st5A st5C Peak AVF 15 11 0.058 53 3.2 10 x 4 ShtMetl st5B sty Peak AVF 273 379 0.058 682 10.7 10 x 8 ShtMetl st1 st4A Peak AVF 303 245 0.079 545 9.2 10 x 8 ShtMetl st4 st4 Peak AVF 552 557 0.079 669 11.6 10 x 12 ShtMetl st1 st1 Peak AVF 825 936 0.058 674 15.0 10 x 20 ShtMetl W rig ht:sofC" 2024-Sep-1714:55:55 .u,„-,.,...�a... ' Right-Suite@ Universal 2023 23.0.05 RSU25299 Page1 Zr-lk , ..und Drive_900_Ruttura end Sons Construcfion.rup Celc=MA House Front faces: S s Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk W Ox 0 273 379 217.0 0.058 546 10.7 10x 10 ShMt rtl rb8 Ox 0 552 557 205.0 0.061 573 12.2 10x 14 ShMt rtl Return Tru:nk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 825 936 0.058 674 15.0 10 x 20 ShtMetl = wrilghtsoft, 2024Sep-1714:55:55 «.� Right-Suite®Universal 2023 23.0.05 RSU25299 Page ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Duct System. Summary Job: 900 Sound Drive �II� ..O � Date: 0911212024 AH #2 By: Marvin Mlurillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Pr9jectinformation For: 900 Sound Drive, Greenport, NY 11944 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.246/0.124 in H2O 0.246/0.124 in H2O Lowest friction rate 0.068 in/100ft 0.068 in/100ft Actual air flow 825 cfm 825 cfm Total effective length(TEL) 546 ft S14pply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln (ft) Trunk Dining Room h 2302 117 92 0.096 7.0 Ox 0 MtFx 41.5 215.0 st3 Dining Room-A h 2302 117 92 0.121 6.8 10x4 VIFx 34.0 170.0 st3 Foyer h 1735 88 38 0.069 7.0 Ox 0 MtFx 75.5 280.0 st3A Great Room c 2791 154 166 0.068 8.0 Ox 0 MtFx 62.5 300.0 st3B Great Room-A c 2791 154 166 0.072 8.0 Ox0 MtFx 49.5 290.0 st3A Kitchen c 3071 42 183 0.079 9.0 Ox 0 VIFx 64.5 245.0 st3 Laundry c 678 28 40 0.088 5.0 Ox 0 MtFx 53.0 225.0 st3 Mudroom h 1423 72 32 0.077 6.0 Ox 0 MtFx 61.0 260.0 st3 Pantry h 1003 51 16 0.171 5.0 Ox 0 MtFx 4.0 140.0 st3 ® • ! - • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3B Peak AVF 154 166 0.068 598 7.6 10 x 4 ShtMetl st3A st3A Peak AVF 397 370 0.068 714 10.5 10 x 8 ShtMetl st3 st3 Peak AVF 825 825 0.068 743 13.9 10 x 16 ShtMetl wrilght:'aoft, 2024-Sep-17 14:55:55 ..a•,tiw.Z< Right-Suite®Universal 202323.0.05 RSU25299 Page p��+* Mit+r1 ...und Ddve_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S D- Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb5 Ox 0 825 825 183.0 0.068 591 16.0 Ox 0 ShMt -Pk WrightSoft 2024Sep-1714:55:55 _.,:•„.e�,,,..�...g,T.,,,,�, RightSuite®Unlversal202323.0.05 RSU25299 Page ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front races: S wrightsofr Y Duct System SummaryJob: 900 Sound Drive u Date: 09/12/2024 AH #3 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com "Project • • For: 900 Sound Drive,Greenport, NY 11944 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.251 /0.119 in H2O 0.251 /0.119 in H2O Lowest friction rate 0.087 in/100ft 0.087 in/100ft Actual air flow 825 cfm 825 cfm Total effective length(TEL) 425 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat] Ln(ft) Ln(ft) Trunk Bath 1 c 787 43 55 0.099 5.0 Ox 0 VIFx 18.5 235.0 st6 Bath 2 c 967 64 67 0.089 6.0 Ox 0 VIFx 23.0 260.0 st713 Bath 3 c 638 28 44 0.087 5.0 Ox 0 VIFx 28.5 260.0 st613 Bath 4 c 771 52 54 0.096 5.0 Ox 0 VIFx 21.0 240.0 st7A Bedroom 1 c 1939 89 135 0.088 8.0 OX 0 VIFx 38.9 245.0 st6A Bedroom 1-A c 1939 89 135 0.097 8.0 Ox 0 VIFx 33.0 225.0 st6 Bedroom 2 c 1753 72 122 0.101 7.0 Ox 0 VIFx 17.9 230.0 st7 Bedroom 2-A c 1753 72 122 0.106 7.0 Ox 0 VIFx 21.0 215.0 st7 Bedroom 3 h 2329 94 91 0.088 7.0 Ox 0 VIFx 34.0 250.0 st6 Bedroom 3-A h 2329 94 91 0.091 7.0 Ox 0 VIFx 39.5 235.0 st6 Bedroom 4 h 1609 65 54 0.094 6.0 Ox 0 VIFx 23.0 245.0 st7A Bedroom 4-A h 1609 65 54 0.100 6.0 Ox 0 VIFx 16.0 235.0 st7 -Supply-Trun-k ® - • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st6 Peak AVF 436 552 0.087 662 11.3 10 x 12 ShtMetl st2 st6A Peak AVF 116 179 0.087 430 7.4 10 x 6 ShtMetl st6 s1:66 Peak AVF 28 44 0.087 107 4.4 10 x 6 ShtMetl st6A st7A Peak AVF 181 174 0.089 434 7.4 10 x 6 ShtMetl st7 st7 Peak AVF 389 472 0.089 679 10.6 10 x 10 ShtMetl st2 st76 Peak AVF 64 67 0.089 161 5.1 10 x 6 ShtMetl st7A st2 Peak AVF 825 1023 0.087 819 14.3 10 x 18 ShtMetl ti WC ghtu5 F$ 2024-Sep-1714:55:55 ..-ilk. ..,. -,..., , Right-Suite®Universal 2023 23.0.05 RSU25299 Page 5 ...und Drive_900_Ruttura and Sons Construcfion.rup Calc=MJ8 House Front faces: S 4 .. f Return-Branch Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 389 472 133.0 0.089 601 12.0 Ox 0 VIFx rt2 rb3 Ox 0 436 552 136.5 0.087 516 14.0 Ox 0 VIFx rt2 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt2 Peak AVF 825 1023 0.087 819 14.3 10 x 18 ShtMetl wr ightsoft, 2024-Sep-17 14:55:55 . ... .. Right-Suite®Universal 2023 23.0.05 RSU25299 Page 6 ACCA ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Load Short Form Job: 900 Sound Drive iMl'Ight$IDft" Date: 09/12/2024 AH #2 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 900 Sound Drive,Greenport, NY 11944 Design Information Htg Clg Infiltration Outsidedb(°F) 15 88 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD(OF) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Trade Model 25VNA825AO030 Cond 25VNA825AO030 AHRI ref 7161705 Coil FE4ANF003 AHRI ref 7161705 Efficiency 10 HSPF Efficiency 12.0 EER, 18 SEER Heating input Sensible cooling 16940 Btuh Heating output 28000 Btuh @47°F Latent cooling 7260 Btuh Temperature rise 31 OF Total cooling 24200 Btuh Actual air flow 825 cfm Actual air flow 825 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.060 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.82 Ca pacity ba lance point 8 OF Backup: Input=0 Btuh Output=0 Btuh 80 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Dining Room 296 4605 3088 234 184 Foyer 146 1735 639 88 38 Great Room 404 6063 5582 308 332 Kitchen 247 827 3071 42 183 Laundry 51 558 678 28 40 Mudroom 89 1423 533 72 32 Pantry 55 1003 275 51 16 Stairs 1 60 0 0 0 0 Bar 35 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 44,,wlrilglhtsogt- 2024Sep-17 14:55:55 .—.....,.. . _ < „a � RightSuite®U niversal 2023 23.0.05 RSU25299 Page 3 and Ddve_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S AH#2 1384 16215 13865 825 825 Other equip loads 4447 1051 Equip.@ 1.00 RSM 14916 Latent cooling 3318 TOTALS I 1384 I 20661 I 18234 I 825 I .825 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. lNCi( Ih�'aQ 2024Sep-1714:55:55 Right-Suite®Universal 2023 23.0.05 RSU25299 Page 4 CC 1 ...und Drive_900_Ruttura and Sons Construction.rup Cale=MJ8 House Front faces: S +Wrightsoft- oad Short Form Dat: 900 s 12 2oza Dr1Ve AH 113 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.cem Web:home-energysolutions.com Project • • For: 900 Sound Drive,Greenport, NY 11944 Design Information Htg Clg Infiltration Outsidedb (°F) 15 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Trade Model 25VNA825AO030 Cond 25VNA825AO030 AHRI ref 7161705 Coil FE4ANF003 AHRI ref 7161705 Efficiency 10 HSPF Efficiency 12.0 EER, 18 SEER Heating input Sensible cooling 16940 Btuh Heating output 28000 Btuh @ 47°F Latent cooling 7260 Btuh Temperature rise 31 OF Total cooling 24200 Btuh Actual air flow 825 cfm Actual air flow 825 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.070 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.77 Ca pacity ba lance point 15°F Backup:Weil-McClain WEIL-MCLAIN EVG 110 In ut=110000 Btuh Out ut= 101000 Btuh 95 AFUE ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Zone 3 777 10843 7933 436 552 Zone1 708 9689 6782 389 472 AH#3 1485 20532 11864 825 825 Other equip loads 5102 1206 Equip.@ 1.00 RSM 13070 Latent cooling 3912 TOTALS I 1485 I 25635 I 16982 I 825 I 825 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft^ 2024Sep-1714:55:55 ,..�.e_ �. RightSuite®Universal 202323.0.05RSU25299 Page 5 and Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S e. tea. Load Short Form Job: 900 Sound Drive 1 0ightsoft° Date: 09/12/2024 Zone I By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 900 Sound Drive,Greenport, NY 11944 Design Information Htg Clg Infiltration Outsidedb(°F) 15 88 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD(°F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BSMT Bath 85 317 9 11 1 BSMT Bedroom 179 4567 2308 159 154 BSMT Stairs l 56 0 0 0 0 Mech Room 290 0 0 0 0 Office 196 1682 980 59 65 Recreation Room 839 5440 3697 190 247 Storage 1 581 3791 1356 132 90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i Vri htso1Ft" 2024Sep-Sep 14:55:55 9R � RightSuite®Universal 202323.0.05RSU25299 Page AiCA ...und Drive_900_Ruttura and Sons Construction.rup Calc=MA House Front faces: S Zone 2225 15797 8350 552 557 Other equip loads 0 0 Equip.@ 1.00 RSM 8350 Latent cooling 1788 TOTALS I 2225 I 15797 I 10137 I 552 I 557 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rlghtsoft- 2024Sep-1714:55:55 RightSuite®Universal 202323.0.05 RSU25299 Page l4C ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: 3 1, Load Short Form Job: 900 Sound Drive t W 11��1 $0 Date: 09/12/2024 Zone 2 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 900 Sound Drive, Greenport, NY 11944 Desig n Information Htg Clg Infiltration Outside db(°F) 15 88 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD(°F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) HER W.I.0 81 316 69 11 5 HIS W.I.0 47 514 211 18 14 Linen 10 0 0 0 0 Master Bath 152 2398 1014 84 68 Master Bedroom 288 4177 4222 146 282 PWDR 33 422 162 15 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -+'}+-_W"'ghtsott- 2024-Sep-17 14:55:55 ^-a RightSuite®Universal 202323.0.05RSU25299 Page f.& ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Zone 2 610 7827 5678 273 379 Other equip loads 0 0 Equip.@ 1.00 RSM 5678 Latent cooling 763 TOTALS I 610 I 7827 I 6441 I 273 I 379 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w,rig'1#5of t- 2024Sep-17 14:55:55 ,. RightSuite®Universal 202323.0.05RSU25299 Page ..und Drive_900_Ruttura and Sons Constructicn.rup Calc=MJ8 House Front faces: S Load Short Form Job: 900 Sound Drive wrightsoft' Date: 09/12/2024 Zone 3 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 900 Sound Drive, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(°F) 15 88 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD(°F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ff?) (Btuh) (Btuh) (cfm) (cfm) Bath 1 63 1082 787 43 55 W.I.0 1 68 0 0 0 0 Hall 1 100 0 0 0 0 Hall 2 23 0 0 0 0 Bedroom 1 207 4412 3878 177 270 Bedroom 3 169 4659 2629 187 183 Bath 3 65 691 638 28 44 OTB 72 0 0 0 0 W/D 11 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -0 2024Sep-1714:55:55 �,. ,.,•... .<.- Right-Suite®Universal 2023 23.0.05 RSU25299 Page10 Zt ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Zone 3 777 10843 7933 436 552 Other equip loads 0 0 Equip.@ 1.00 RSM 7933 Latent cooling 1018 TOTALS I 777 I 10843 I 8951 I 436 I 552 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F' wrilghtsoft" 2024-Sep-1714:55:55 �„ RightSuite®Universal 2023 23.0.05 RSU25299 Page 11 �i ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S . :}. 9 Load Short Form `'1 C Job: 900 Sound Drive x wri htsoft° (+� u Date: 09/12/2024 Zone 1 By: Marvin Murillo Home Energy Solutions ��yy,,��``11 - 1. 2026 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3Qgmail. o 4` eb home-ent�olutions.com Project Information For: 900 Sound Drive, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(°F) 15 88 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD(°F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 2 95 1600 967 64 67 Bath 4 77 1296 771 52 54 Bedroom 4 189 3218 1539 129 107' CL 4 13 0 0 0 0 Linen 2 13 0 0 0 0 Stairs 2 60 0 0 0 0 W.I.0 2 45 0 0 0 0 Bedroom 2 218 3575 3506 144 244 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*- wrightsoft" 2024Sep-1714:55:55 =+. .... , a .e ,.. RightSuiteS Universal 2023 23.0.05 RSU25299 Page 12 9 �i ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: 8 Zone1 708 9689 6782 389 472 Other equip loads 0 0 Equip.@ 1.00 RSM 6782 Latent cooling 987 TOTALS I 708 t 9689 I 7770 I 389 I 472 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wri hfsoft" 2024Sep-1714:55:55 14 :«�. 9., _gym. Rig htSuite®Universal 202323.0.05 RSU25299 Page13 and Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Basement _ Mechanical Legend _pt_=--•-- _�.- =-----•D J Sheet Metal Supply Trunk [)- - - -4-- Sheet MelafR =TTrunk Flex Duct n. Supply 4;jril1e1Reg1ster' r ) GrillelRegisterRbove -- . ( Wail GrillelRegister Office 65 cfm 132 c5n Storage 4 x 10 4.10 xx 10 Ref R1scr IV7" l BSMT Bath 4^ �� 11 cOn 7" 4x10 4x 10 4x10 6" 123 cRn 123 cfn 9" q" I. 0^ 159 cft �„ Rcrw�n BSMTBedr m 10.10 I " BSMT Stairs Recreation Roo 6" a^ S77 tOn 4" RupR ser y 3. '^ II1H r'l0x 14x1� — — 9" 1Gx10 e x 10 I _ _ _ Me eh Ra_m 16" —12=10 —2. 20x10 20.10 Storage 2 Job#: 900 Sound Drive Home Energy Solutions Scale: 1 : 123 Performed by Marvin Murillo for: Page 1 187 E Main St RightSuite®Universal 2023 900 Sound Drive Huntington,NY 11743 23.0.05 RSU25299 Greenport,NY 11944 Phone:631-673-0664 2024-Sep-17 14:56:28 home-energysolutions.com gdlamay3@gmail.com ...uttura and Sons Construction.rup Ist Floor Mechanical Legend? ;Sheet M9taI,Supply Trdnk ;ShM.Metal Retum'Trunk` Flak Ducl GrillelRegister 0dlielRegister Above: � t WillGrilleIAegister. of T 166 cSn 166 d. 117 E.`V 117 c0u I Dining Room RaR'cr Illy Great Room 16" �p m 825 c9u 94 ctm 94 cOn 11 cfia: - 16 HERWLC Bar Master Bedroom ` - oxlou Statrs/ 183 cfm Kitchen . 11-94 d.- - - 10.18" 9• . •,3q9 cfm Sup Rfea Linen Foyer �51, Mudroom Laundry Pantry Master Bath Garage Job# 900 Sound Drive Home Energy Solutions Scale: 1 : 123 Performed by Marvin Murillo for: Page 2 187 E Main St Right-Suite®Universal 2023 900 Sound Drive Huntington,NY 11743 Greenport,NY 11944 9 23.0.05 RSU25299 Phone:631-673-0664 2024-Sep-17 14:56:29 home-energysolutions.com gdlamay3@gmail.com ...uttura and Sons Construction.rup 2nd Floor Mechanical Legend U- --- -.-� 1 S OlMbtalSupplyTrunk Sheet Melal Return TNnk, r•• �•..,...,h; Flex Duct [�`_� ;SupplyGrillelRegister OrilIWRegisterAbove .�.>^? ���^Wall Gfille/Register- 133 dm 135 dm Bedroom 2 122 cfin 122 cfin e• 7• r• 55cm Bath Bath 2 18z 30 Bedroom 1 7' 6' 14' 67cfin 5• W.I.0 I 6.10 WID 6z 10 18 z 10 6.10 552 cfm 12z 10 10z90 W.LC2 Bath 3 °• 6110 Ha111 4n cm1 44afin Xa112 L len 2 12' CL 4 5. s<cfin Bath 4 Stairs 2 6• 6 7" Bedroom 3 7' Bedroom 4 %dm 94d. OTB 65 cfm 65 cfn Job#: 900 Sound Drive Home Energy Solutions Scale: 1 : 123 Performed by Marvin Murillo for: Page 3 187 E Main St Right-Suite®Universal 2023 900 Sound Drive Huntington,NY 11743 23.0.05 RSU25299 Greenport,NY 11944 Phone:631-673-0664 2024-Sep-17 14:56:29 home-energysolutions.com gdlamay3@gmail.com ...uttura and Sons Construction.rup Manual S Compliance Report Job: 900 Sound Drive wrlghbsofk° Date: 09/12/2024 AH #1 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 900 Sound Drive, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 14037 Btuh Entering coil DB: 78.4°F Outdoor design WB: 73.2°F Latent gain: 5573 Btuh Entering coil WB: 65.1°F Indoor design DB: 75.0°F Total gain: 19609 Btuh Indoor RH: 50% Estimated airflow: 825 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25VNA825A0030+FE4ANF003 Actual airflow: 825 cfm Sensible capacity: 16940 Btuh 121%of load Latent capacity: 7260 Btuh 130%of load Total capacity: 24200 Btuh 123%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 31710 Btuh Entering coil DB: 61.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25VNA825A0030+FE4ANF003 Actual airflow: 825 cfm Output capacity: 28000 Btuh 88%of load Capacity balance: 21 OF Supplemental heat required: 3710 Btuh Economic balance: -99 OF Backup equipment type: Gas boiler Manufacturer: Model: Actual airflow: 825 cfm Output capacity: 0 Btuh 0%of load Meets all requirements of ACCA Manual S. w rightsoft- 2024Sep-17 14:55:55 RightSuite@ Universal 202323.0.05 RSU25299 Page 1 and Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S Manual S Compliance Report Job: 900 Sound Drive +wrightsoft Date: 09/1212024 AH 112 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 900 Sound Drive, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 14916 Btuh Entering coil DB: 76.3°F Outdoor design WB: 73.2°F Latent gain: 3318 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 18234 Btuh Indoor RH: 50% Estimated airflow: 825 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25VNA825A0030+FE4ANF003 Actual airflow: 825 cfm Sensible capacity: 16940 Btuh 1140/6 of load Latent capacity: 7260 Btuh 219%of load Total capacity: 24200 Btuh 133%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 20661 Btuh Entering coil DB: 66.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25VNA825A0030+FE4ANF003 Actual airflow: 825 cfm Output capacity: 28000 Btuh 136%of load Capacity balance: 8.2 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Gas boiler Manufacturer: Model: Actual airflow: 825 cfm Output capacity: 0 Btuh 0%of load Meets all requirements of ACCA Manual S. ti -Pkwrightsoft" 2024Sep-1714:55:55 ..a•. -a.- Right-Suite(g)Universal 2023 23.0.05 RSU25299 Page 2 and Ddve_900_Ruttura and Sons Construction.rup Calc=M.18 House Front faces: S Manual S Compliance Report Job: 900 Sound Drive 'Wrightsoft° epor Date: 09/1212024 AH #3 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 900 Sound Drive, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 13070 Btuh Entering coil DB: 76.4°F Outdoor design WB: 73.2°F Latent gain: 3912 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 16982 Btuh Indoor RH: 50% Estimated airflow: 825 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25VNA825A0030+FE4ANF003 Actual airflow: 825 cfm Sensible capacity: 16940 Btuh 130%of load Latent capacity: 7260 Btuh 186%of load Total capacity: 24200 Btuh 143%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 25635 Btuh Entering coil DB: 66.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25VNA825A0030+FE4ANF003 Actual airflow: 825 cfm Output capacity: 28000 Btuh 109%of load Capacity balance: 15 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Gas boiler Manufacturer: Weil-McClain Model: EVG 110 Actual airflow: 825 cfm Output capacity: 101000 Btuh 394%of load Meets all requirements of ACCA Manual S. wrighttof#^ 2024Sep-1714:55:55 RightSuite®Universal202323.0.05 RSU25299 Page 3 and Drive_900_Ruttura and Sons Construction.rup Cale=MJ8 House Front faces: S wrightsoft Duct System Summary Job: 900 Sound Drive Date: 09/12/2024 AH #1 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 900 Sound Drive,Greenport, NY 11944 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.245/0.125 in H2O 0.245/0.125 in H2O Lowest friction rate 0.058 in/100ft 0.058 in/100ft Actual air flow 825 cfm 825 cfm Total effective length(TEL) 640 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk BSMT Bath h 317 11 1 0.081 4.0 Ox 0 VIFx 71.5 230.0 st4A BSMT Bedroom h 4567 159 154 0.086 9.0 Ox 0 VIFx 66.0 220.0 st4A HER W.I.0 h 316 11 5 0.065 4.0 Ox 0 VIFx 35.5 340.0 stSB HIS W.I.0 h 514 18 14 0.061 4.0 Ox 0 VIFx 51.5 350.0 stSB Master Bath h 2398 84 68 0.101 6.0 Ox 0 VIFx 7.5 235.0 st5 Master Bedroom c 1407 49 94 0.102 7.0 Ox 0 VIFx 15.0 225.0 st5 Master Bedroom-A c 1407 49 94 0.069 7.0 Ox 0 VIFx 32.0 320.0 st5A Master Bedroom-B c 1407 49 94 0.101 7.0 Ox 0 VIFx 23.0 220.0 st5 Office c 980 59 65 0.107 6.0 Ox 0 VIFx 44.0 185.0 st4 PWDR h 422 15 11 0.058 4.0 Ox 0 VIFx 63.0 360.0 st5C Recreation Room c 1849 95 123 0.139 7.0 Ox 0 VIFX 21.5 155.0 st4 Recreation Room-A c 1849 95 123 0.104 7.0 OX 0 VIFx 35.0 200.0 st4 Storage 1 h 3791 132 90 0.079 8.0 Ox 0 VIFX 69.0 240.0 st4A SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st5A Peak AVF 92 123 0.058 444 7.0 10 x 4 ShtMetl st5 stSB Peak AVF 44 30 0.058 157 4.8 10 x 4 ShtMetl st5A st5C Peak AVF 15 11 0.058 53 3.2 10 x 4 ShtMetl st56 st5 Peak AVF 273 379 0.058 682 10.7 10 x 8 ShtMetl st1 st4A Peak AVF 303 245 0.079 545 9.2 10 x 8 ShtMetl st4 st4 Peak AVF 552 557 0.079 669 11.6 10 x 12 ShtMetl st1 st1 Peak AVF 825 936 0.058 674 15.0 10 x 20 ShtMetl ,� -rk wrightSOW, 2024Sep-1714:55:65 �r,d, ....-.�,,�, RightSuiteS Universal 2023 23.0.05 RSU25299 Pagel �r\iJ'1 ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb7 Ox 0 273 379 217.0 0.058 546 10.7 10x 10 ShMt rt1 rb8 Ox 0 552 557 205.0 0.061 573 12.2 10x 14 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (Cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 825 936 0.058 674 15.0 10 x 20 ShtMetl c -�-.wregftftsoft" 2024Sep-17 14:55:55 ,ems. Rig htSu ite®Universal 2023 23.0.05 RSU25299 Page 2 ACC-k ...und DNve_900_Ruttura and Sons Construction.rup Catc=MJ8 House Front faces: S Duct System Summary Job: 900 Sound Drive +J+,wlrightsoft° Date: 09/12/2024 AH 112 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 900 Sound Drive, Greenport, NY 11944 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.246/0.124 in H2O 0.246/0.124 in H2O Lowest friction rate 0.068 in/100ft 0.068 in/100ft Actual air flow 825 cfm 825 cfm Total effective length(TEL) 546 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Dining Room h 2302 117 92 0.096 7.0 OX 0 MtFx 41.5 215.0 st3 Dining Room-A h 2302 117 92 0.121 6.8 10x4 VIFx 34.0 170.0 st3 Foyer h 1735 88 38 0.069 7.0 Ox 0 MtFx 75.5 280.0 st3A Great Room C 2791 154 166 0.068 8.0 Ox 0 MtFx 62.5 300.0 st313 Great Room-A C 2791 154 166 0.072 8.0 Ox 0 MtFx 49.5 290.0 st3A Kitchen C 3071 42 183 0.079 9.0 Ox 0 VIFX 64.5 245.0 st3 Laundry C 678 28 40 0.088 5.0 Ox 0 MtFx 53.0 225.0 st3 Mudroom h 1423 72 32 0.077 6.0 OX 0 MtFx 61.0 260.0 st3 Pantry h 1003 51 16 0.171 5.0 Ox 0 MtFx 4.0 140.0 st3 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st36 Peak AVF 154 166 0.068 598 7.6 10 x 4 ShtMetl st3A st3A Peak AVF 397 370 0.068 714 10.5 10 x 8 ShtMetl st3 st3 Peak AVF 825 825 0.068 743 13.9 10 x 16 ShtMetl ti _rk wrilghtsoft, 2024Sep-1714:55:55 RightSuite®Universal202323.0.05RSU25299 Page /Z ...und Drive_900_Ruttura and Sons Construction.rup Cale=MJ8 House Front faces: S Table ---Return Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) M FIR (fpm) (in) (in) Opening(in) Matl Trunk rb5 Ox 0 825 825 183.0 0.068 591 16.0 Ox 0 ShMt 2024Sep-1714:55:55 Q wrogh fk` �� Ris htSuite®Universal 2023 23.0.05 RSU25299 Page 4 / � ...und Drive_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S +Wrightsoft- Duct System Summary Date: 900 Sound Drive 24 AH #3 By: Marvin Murillo Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 900 Sound Drive, Greenport, NY 11944 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.251 /0.119 in H2O 0.251 /0.119 in H2O Lowest friction rate 0.087 in/100ft 0.087 in/100ft Actual air flow 825 cfm 825 cfm Total effective length(TEL) 425 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 1 c 787 43 55 0.099 5.0 Ox 0 VIFx 18.5 235.0 st6 Bath 2 C 967 64 67 0.089 6.0 Ox 0 VIFx 23.0 260.0 st713 Bath 3 C 638 28 44 0.087 5.0 Ox 0 VIFx 28.5 260.0 st613 Bath 4 C 771 52 54 0.096 5.0 Ox 0 VIFx 21.0 240.0 st7A Bedroom 1 c 1939 89 135 0.088 8.0 OX 0 VIFx 38.9 245.0 st6A Bedroom 1-A c 1939 89 135 0.097 8.0 Ox 0 VIFx 33.0 225.0 st6 Bedroom 2 c 1753 72 122 0.101 7.0 Ox 0 VIFx 17.9 230.0 st7 Bedroom 2-A c 1753 72 122 0.106 7.0 Ox 0 VIFx 21.0 215.0 st7 Bedroom 3 h 2329 94 91 0.088 7.0 Ox 0 VIFx 34.0 250.0 st6 Bedroom 3-A h 2329 94 91 0.091 7.0 Ox 0 VIFx 39.5 235.0 st6 Bedroom 4 h 1609 65 54 0.094 6.0 Ox 0 VIFX 23.0 245.0 st7A Bedroom 4-A h 1609 65 54 0.100 6.0 Ox 0 VIFx 16.0 235.0 st7 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st6 Peak AVF 436 552 0.087 662 11.3 10 x 12 ShtMetl st2 st6A Peak AVF 116 179 0.087 430 7.4 10 x 6 ShtMetl st6 st613 Peak AVF 28 44 0.087 107 4.4 10 x 6 ShtMetl st6A st7A Peak AVF 181 174 0.089 434 7.4 10 x 6 ShtMetl st7 st7 Peak AVF 389 472 0.089 679 10.6 10 x 10 ShtMetl st2 st713 Peak AVF 64 67 0.089 161 5.1 10 x 6 ShtMetl st7A st2 Peak AVF 825 1023 0.087 819 14.3 10 x 18 ShtMetl W C19v1t50fC 2024Sep-17 14:55:55 RightSuite@ Universal 2023 23.0.05 RSU25299 Page 5 + + ...und Drive_900_Ruttura and Sons Construction.rup Cale=MJ8 House Front faces: S TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Mat[ Trunk rb4 Ox 0 389 472 133.0 0.089 601 12.0 Ox 0 VIFx rt2 rb3 Ox 0 436 552 136.5 0.087 516 14.0 Ox 0 VIFx rt2 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt2 Peak AVF 825 1023 0.087 819 14.3 10 x 18 ShtMetl -�- yvrilghtsOtFtn Rig htS 2024Sep-1714:65:55uite®Universal 2023 23.0.05 RSU25299 Page 6 ACCA ...und DrIve_900_Ruttura and Sons Construction.rup Calc=MJ8 House Front faces: S 1977 Main Road, Laurel NY 11948 PROJECT INFO: DATE OF WORK: 8/25/2025 900 SOUND DRIVE GREENPORT, NY r6 F i1 1J i G MAY 2 6 2026 ROOF RAFTERS 2LB CLOSED 6 42 CELL SPRAY FOAM r 6d ROOF RAFTERS IGNITION NO BURN THB BARRIER INTUMESCENT PAINT ---------------- ---------------- -------- -------- -------------------------------- ------- BASEMENT 2LB CLOSED 6 42 CEILING Q DECK CELL SPRAY FOAM -------------------------------•------ --------------------------------------------------...---•-•..... ............. EXTERIOR WALLS 2LB CLOSED 2 14 CELL SPRAY FOAM EXTERIOR WALLS FIBERGLASS 3.5 13 BATT ---•--------•--•---•----•-•-------•----•-•...................................•------------•---------------........... FOUNDATION 2LB CLOSED 2 14 WALLS CELL SPRAY FOAM ----------- --------•--------•------ --------------•-• - .......--.......--................... - WINDOW/DOOR LOW EXPANSION AIR SEAL FOAM •------------ ..................................... --•----••-•------ ........................................... FIRE-STOP FIRE-BLOCKING FOAM DATE OF FIRE-STOP: 8/25/2025 Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes and or verified by architect and or HERS rater prior to install. DATE OF FIRE-STOP: 8/25/2025 ho��oF so�ryQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �Q coUNTV,N BUILDING DEPARTMENT TOWN OF SOUTHOLD July 27, 2023 To: Bliss, John 21 Cynthia Dr Farmingville,NY 11738 RE: SCTM# 1000-33.4-4—Bliss, determination of merger request Mr. John Bliss and Mr. Paul Bliss: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold,we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions, please feel free to contact me at(631) 765-1802. Respectfully Yours, n Tracey Dwy r Building Permi S Examiner FIELD INSPECTION REPORT DATE COMMENTS ti 1' w40 FOUNDATION (1ST) 8YY ------------------------------------ Z C FOUNDATION (2ND) z tit � G ROUGH FRAMING& IV ,.� PLUMBING og Ole— C 'r INSULATION PER N.Y. STATE ENERGY CODE d i � u� .� FINAL p - ADDITIONAL COMMENTS t-15-a5 - - Z ;✓ - F\ A-, b � o 7d o � � d b =off 4^19 TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 hqs://www.southoldtommu.aov Date Received APPLICATION FOR BUILDING PERMIT - `] For Office Use Only D PERMIT NO. I of Building Inspector: �J D �,Applications and forms-must,be'filled out'in their`enti`rety Incomplete, AUG 1502024 applications will not be accepted Where tfie Apphcan#is not the owner,on Owner's Authorization form(Page 2)shall be completed BUILDING g}P . T-0 lerl,i SOT7T110I,-, Date: OWNERS)OF PROPERTY. .Name: f>A SCTM#1000 0 Project Address Phone#: _..w_..._ w ��_ .__� _..___.-...--._. ....__ Email . ('� Urq_ ?._.:1Y14V ®wh._. Mailing Address i CONTACT.PERSON -, Mailing Address.__ �___.Gs? p.__ __._ _ ...1L�' __.ill.Ate.► tyv . .._. �.-1..,_.._�..�...hw_..__._._.___ Phone#. Email: .DESIGN�PkOFESSIONAL INFORMATION Na me: -__-U�- Mailing Address Phone# Email ` CONTRA CTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION-OF PROPOSED.CONSTRUCTION XlewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Est' ed Cost of Project: ❑Other [Will the lot be re-graded? ❑Yes)KIo Will excess fill be removed from premises?,es []No 1 PROPERTY INFORMATION' Existing use of property: VP Intended use of property: Zone or use district in which premises is situated: Are there.any covenants and restrictionswith respect to this property? E1Yes o IF YES,.PROVIDE A COPY. CI,Check B6x' After Reading; .The owner/contractor/design profes Tonal is responsible for all drainage and storm waterassues as provided by Chapter:236 ofthe Town Code.APPLICATION IS HEREWMADE to the Widing D partment forthe,issuance of a"Building Permit pursuant to the Building Zone dtdinance,oftheTowiiof$outhold`Stiffollc Coun . ty,:New:Yarltang'otherapplitableLainis,Ordinances�or;Regulations,forthecoristrucfionof_bwidingsr: additions;alterations of for removal or demolition as herein deseribed:She applicant'aWees to comply with alFapplicable taws,ordinances,[iu0ding code, housing code and regulations and to admit.authorized inspectors on premtses,and m,building(s)for necessary inspections Falses,Mements made hereigare unishableasaClassAirilsdemeanor ursuanttoSection210.A5oftheNeviYorkState,Penaltaw.:: .. AplolicatiorrSuPorreiitted By(pr t artne)• li� (� � uthorized agent ❑Otnmer Signature of Applicants ®ate: CONNIE D.BUNCH State of New York STA T E OF NEW PORK) No.01 BU6185050 ss: Qualified in Suffolk County COUNTY-OF . ). Commission Expires April 14,20�ff 1n1 toeing duly sworn,deposes and says_that(s)he is the applicant (Name of.individual,signing contract)above named, (S)he is the �^ :(Contractor,Agent,Corporate Off, er,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 IJ' zio ay of ZOGT r (6�`/' I Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing At do;hereby authorize_ .�° 1. .� d�11 to apply on my behalf to the Town of-Southold-Building Department for approval as described`herein. z4 Owner's Signature Date & Print Ovirner's Name 2. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-09 Telephone(631)765-1802 Fax (631).765-9502 11ttI)S:%/www.southoldtowfui y ov Date Re eived AP '��ICATION FAR BUILDING PERMIT P%7 For Office Use Only PERMIT NO. 'SefaraBuilding Inspector:_...s jJUN 1 4 2023 '/N Py R W Inateacd2ePteR T Ow X 49SWV?a&�� , "M Mow=" �4�0? �T� Date: R %A" 0 F A X Name: �� 44 vf�#1000- 6 3-. C C- Project Address: _5 7 Pho n e# Email: Mailing Address: Ai .1173 6-' Name: Mailing Address: Phone#: Email:\�q r Cce)Y�Q iX 2-77" raw ME; Name: _7 Mailing Address: A.5V Phone#: Email: R, g Name: Mailing Address: Phone#: mail: ............. .......... IT 11 New Structure ElAddition ElAlteration EJRepair E]Demol ition Estimated Cost of Project: V§Other &;!te Oln Q,*r .............. . Will the lot be re-graded? E]Yes El No 14— Will excess fill be removed from premises? ElY , EIN J � ��f Y � 'ors �'✓ '�'k� �33 ""� .�.v$�" .5 > �hu�,??.J"T:rr� �- �^'� &�'�^+� x".35.. �'�� a4 � ,r£c^�'� r"✓ Existing use of property: KC Intended use ofproperty: ✓``CAI G1 E'0T� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes>910 IF YES, PROVIDE A COPY. t �Cls BCJX Afters a M Th�oWr�erJcpntrada�/desj�»professlortat�s respot�srb�e for a0 drarhage and stor titer issues as j3iov�ciced by�r � �j Chaps ei 23 �f th own w P [ l"'fi )EAU M71(�E tC t Buffdmg tlepaFfm�i foK Yheis dance of a t3uddf g Fe rrftt gprsuan o tI� l tiiCd ng an' Ord nce f "d, gf5otrtla )d,5n fotk,Ga my,N Yprkantldathef appIkAble'aw t Orctrrfances qr Etegu a ores t t rtstruc ro»o but Gigs a dtlit oas,atteratt�n�orf`or goat � etnotitt as lke�rein detrtit`tlTfe ahtantag�eesto tompjt`K+lt aii applltCaKteawsardretarces'-boitd� coiTe,, tro isanf care d regalatcons anc f`a elrzfE arftho� t}nspettors n preiprsesafrtl�n urlding�syfar rS!t j4ry rnspethr ns F se (afem��s maFfe fierern are a uE; ahlSa�Gl�ssA mrsdemeb#igptf utlY;fo SCtro 2k03ndY`the�NewF�r State Peal tatr z .Y' Application Submitted By(print name) LeF' . e U rotAuthorized Agent ❑Owner Signature of Applicant Date STATE OF NEW YORK) :D COUNTY OF -v5--mac / ) f, 1 fc 12u /�q being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the- /t�tL�� y en c4e e (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. CNARLENETORTOEO MARY PUBLIC,SWe of NOW114 No.01T060709M Sworn before me this GMeduelCoufft onfi In N��assauh", day of 20-13 C�QJi.e?�P — Notary Public PROPERTY OWNER AUTHORIZATION / (Where the applicant is not the owner) T `1/l -P. /s`3-5 C;�t jG jy�) � C�,���j✓� a(d�- T`�� .�rrY j V, 1��,,� residing a /qyl) l 73 7 do hereby authorize (J/ r; to apply on y ehalf o t e Town of thold Building Department for approval as described herein. 114j-2 RL "CIO 1,9(02 3 Owner's Signature Date Print Owner's Name 2 Glenn Goldsmith. President �rg S0 Town Hall Annex A. Nicholas Krupski.Vice President �®� ®�® 51375 Route 25 P.O.Box 1179 Eric Sepenoski [ t Southold,New York 11971 Liz Gillool} N Elizabeth Peeples � • � Telephone(631) 765-1592 a Fax(631) 765-6641 CoUNT`{ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 15, 2024 Frederick Robert Weber, Architect 41 East Maple Road Greenlawn, NY 11740 RE: PETER & DONNA RUTTURA 900 SOUND DRIVE, GREENPORT SCTM# 1000-33-4-4 Dear Mr. Weber: The Southold Town Board of Trustees reviewed the site plan prepared by Frederick Robert Weber, Architect, dated May 28, 2024 and determined that the proposed construction of a two- story dwelling with detached two car garage is out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100' landward from the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Sincerely, . '41 Glenn Goldsmith, President GG:ec o�OSUEEQ({-co.. BUILDING DEPARTMENT- Electrical Inspector Gym TOWN OF SOUTHOLD ...J . Town Hall Annex - 54375 Main Road - PO Box 1179 21 Southold, New York 11971-0959 y ..' ` Telephone (631) 765-1802 - FAX (631) 765-9502 �01 # Sao iamesh(a-southoldtownny.gov - seandCcDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: AJ a v J Company Name: Co 6 IF Electrician's Name: o& wf�fLf2l �,� License No.: ;57-7� 41, Elec. email: .�� ���7 � Elec. Phone No: G RI request an email copy of Certificate of Compliance Elec. Address.: 2 x r � Souv JOB SITE INFORMATION (All Information Required) Name: 29 v 7 T(J ( _4 Address: Cross Sfreet: /1�1 Phone No.: BIdg.Permit#: —V C�9 email: Tax Map District: 1000 Section: Block: Lot: BRIEF D`ESCRIPTION.OF WORK, INCLUDE SQUARE FOOTAGE,(Please-Print Clearly):' 9���z Square Footage: 377 Circle All That'Apply: Is job ready for inspection?: YES ® NO Rough In Final Do you need a Temp Certificate?: YES ❑ NO Issued On Tem .Information: (All information required) Service Size®1 Ph❑3 Ph Size: Zl©d A # Meters_� Old Meter# [ ,New Service0 Fire Reconnect[]Flood Reconnect OService Reconnect Nonderground QOverhead #Underground Laterals 1 212 H Frame M Pole Work done on Service? DY N Addittonal Information: PAYMENT'D:UE WITH APPLICATION O -oo Ll n L o �Vi dQ) 19d 0_12a_O-u �p� OGy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 'yfj�l �p0� Telephone(631)765-1802 Temporary Certificate # 1 90y Date 01'-- i°c. 2024 Customer Name Lrp Electrician Name Address g1D0 Ckk l d A IS Phone E) 16_ 2rV e-mail e-mail �' ��c►� ( O(a m Phone License# Size�A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 C2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by V2, I o � Ins PERMIT# Address: Switches l l (,Ki5evigog r Outlets d GFI's Surface Sconces y H H's l UC Lts Fridge HW POOL Fans Mini Fr. W/D Z/ Panel Pump Exhaust !F Oven Sump Heater Trnsfmr Smokes DW Generator 3 Salt Gen. Carbon 3 Micro GrbDis Water Bond Lights Heat Pucks Z, ERV Inst Hot DeHum Transfer IfUD AHp _HOT TUB/SPA Disc Combo Cooktop Minisplit Blower AC 3 AH :3 Hood Blower Service Amps 6100 Have Used Sub Amps Have Used Comments G 0l� 12 S40V11- z �� � b00rc 0 F6N r Town Nall Annex �t5 , Telephone(631)765-1802 54375 Main Road :g� . Fax(631)765-9502. P.O. Box 1179 $, Southold, IVY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS.TYPE-CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION PANWOR TIMBER CONSTRUCTION Date: AUCe (501 '),Q`L`K' Owner: � 1 _ Location of Property: Please take notice that the (check applicable line): X- New commercial o residential tructure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floo ndTffring (FR) Signature: Name (person su mitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-016331 District: 1000 /R Section: 033.00 Block: 04.00 Lot: 004.000 Town of Southold,New York 3 1 f Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by John P. Bliss and Paul S.Bliss and his/her predecessors in title since prior to 1960 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: May 25, 2023 FIDELITY NATION TITLE INSURANCE SERVICES, LLC JEAN D V Sworn to before me this 25th day of May, 2023 -a , N ao—terry Public 3AWORAJ.GOLESKI Notary Public,#01GO5032467 Suft dk County,New York ikdon Expires:Aug.29,20 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC ° TITLE NO. 7404-016331 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-033.00-04.00-004.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1960. SUBJECT PREMISES: 1000-033.00-04.00-004.000 First National Bank of Greenport,New York Liber 2058 cp 494 TO Dated: 08/22/1939 Dorothy Barstow Rec'd: 08/23/1939 (premises and more) Dorothy Barstow McCann died a resident of New York County on 12/21/1962, Surrogates File No. P347/1963. Harrison K. McCann died a resident of New York County on 12/21/1962, Surrogates File No. P343/1963. FIDELITY NATIO AL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN D 25th day of May, 2023 Notary Public SAPIDFiAJ.GOLESKI Notary Public,#01GO5032467 Suffolk County,New York iJ/„ CommhWon P)ires:Aug.29,20 24 Commerce Drive 9 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title rn r INSURANCE SERVICES,LLC Morgan Guaranty Trust Company of New York, Liber 5474 cp 57 Executors of the Last Will and Testament of Harrison Dated: 12/19/1963 K. McCann Rec'd: 12/27/1963 TO (premises and more) Eastern Shores, Inc. Eastern Shores, Inc. Liber 5901 cp 93 TO Dated: 01/24/1966 John S. Bliss and Concetta G. Bliss, his wife Rec'd: 01/26/1966 John S. Bliss died a resident of Nassau County on 10/29/1988, Surrogates File No. 307200. Concetta G. Bliss Liber 12006 cp 243 TO Dated: 10/20/1999 Concetta G. Bliss, as to 50%, John P. Bliss, as to 25% Rec'd: 12/09/1999 and Paul S. Bliss, as to 50%, as tenants in common Notice of Guardianship on Real Property recorded 01/12/2001 in Liber 12096 cp 759. John P. Bliss, individually and as Executor of Liber 12224 cp 599 Concetta G. Bliss, who died on 7/27/1999, Dated: 11/01/2002 Surrogates File No. 310118 Rec'd: 12/11/2002 TO John P. Bliss and Paul S. Bliss LAST DEED OF RECORD FIDELITY NATIO AL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DU A 25th day of May, 2023 � GU Notary Public SANDRA J.GOLESla No467 tary Pub lic, New York 4,1— CommkWon EWrw.Aug.20.20 24 Commerce Drive 9 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES NORTH: LONG ISLAND SOUND PREMISES EAST: 1000-033.00-04.00-005.000 6 First National Bank of Greenport,New York Liber 2058 cp 494 �n TO Dated: 08/22/1939 Dorothy Barstow Rec'd: 08/23/1939 (premises and more) Dorothy Barstow McCann died a resident of New York County on 12/21/1962,Surrogates File No. P347/1963. Harrison K. McCann died a resident of New York County on 12/21/1962, Surrogates File No. P343/1963. Morgan Guaranty Trust Company of New York, Liber 5474 cp 57 Executors of the Last Will and Testament of Harrison Dated: 12/19/1963 K. McCann Rec'd: 12/27/1963 TO (premises and more) Eastern Shores, Inc. Eastern Shores, Inc. Liber 5863 cp 140 TO Dated: 11/10/1965 Joseph E.Nemeth and Leanna M.Nemeth,his wife Rec'd: 11/22/1965 Joseph E. Nemeth and Leanna M. Nemeth,his wife Liber 6272 cp 384 TO Dated: 12/07/1967- Dorothy C. Beggs Rec'd: 12/13/1967 FIDELITY NATIO V TLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DU A 25th day of May, 2023 Notary Public SANDRA J.GOIESia Notary Public,kiGO5032467 gsion tos,�29,,20 commission ExP 24 Commerce Drive 0 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC Dorothy C. Beggs Liber 7894 cp 562 TO Dated: 07/24/1975 Christ Stratakis and Mary C. Stratakis, his wife Rec'd: 08/20/1975 Christ Stratakis and Mary C. Stratakis, his wife Liber 11626 cp 40 TO Dated: 04/05/1993 Christ Stratakis and Marcy C. Stratakis, as tenants in Rec'd: 04/20/1993 common LAST DEED OF RECORD PREMISES SOUTH: SOUND DRIVE PREMISES WEST: 1000-033.00-04.00-003.000 h� First National Bank of Greenport,New York Liber 2058 cp 494 /0 ! TO Dated: 08/22/1939 Dorothy Barstow Rec'd: 08/23/1939 (premises and more) Dorothy Barstow McCann died a resident of New York County on 12/21/1962,Surrogates File No. P347/1963. Harrison K. McCann died a resident of New York County on 12/21/1962, Surrogates File No. P343/1963. Morgan Guaranty Trust Company of New York, Liber 5474 cp 57 Executors of the Last Will and Testament of Harrison Dated: 12/19/1963 K. McCann Rec'd: 12/27/1963 TO (premises and more) Eastern Shores, Inc. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Dr Sworn to before me this JEAN DU A 25th day of May, 2023 Al W/ZJ��Ti/V Notary Public SANDRAj.COLESa Na1y Public,#01WW32467 Suflblk County,New York (ftMM1 m Expirm:Aug.29 20 24 Commerce Drive • Riverhead,New=ork 11901 • (631)727-0600 • Fax: (631) 727-0606 �Lu Fidelity National Title INSURANCE SERVICES,LLC Eastern Shores, Inc. Liber 5894 cp 588 TO Dated: 01/13/1966 Eiliv M.Norvik and Margaret G.Norvik, his wife Rec'd: 01/14/1966 Find no proof of death for Margaret G.Norvik in Suffolk Surrogates Court. Eiliv M. Norvik, as surviving tenant by the entirety Liber 11639 cp 939 of Margaret G.Norvik Dated: 07/29/1993 TO Rec'd: 08/12/1993 Christine Anderson Christine Anderson Liber 11768 cp 748 TO Dated: 01/20/1996 Christine Anderson,Nozipo Xaba and Tembani Xaba, Rec'd: 04/04/1996 as joint tenants with rights of survivorship Christine Anderson,Nozipo Xaba and Tembani Xaba, Liber 12070 cp 757 as joint tenants with rights of survivorship Dated: 05/31/2000 TO Rec'd: 09/14/2000 Christine Anderson Christine Anderson Liber 12291 cp 86 TO Dated: 11/10/2003 Christine Anderson and Tembani Xaba, as tenants in Rec'd: 12/22/2003 common Christine Anderson and Tembani Xaba, as tenants in Liber 12625 cp 953 common Dated: 04/30/2010 TO Rec'd: 05/26/2010 Michael Phillips FIDELITY NATI AL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DOVA 25th day of May, 2023 Notary Public sMORAJ.GOL9610 NoUry publN%#05� �Gorlam ms:Aug.x9,�0 ote e� 24 Commerce Drive 0 Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC Michael Phillips Liber 13112 cp 191 TO Dated: 05/12/2021 1000 Sound Drive LLC Rec'd: 07/13/2021 LAST DEED OF RECORD FIDELITY NATIO AL ITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DUV 25th day of May, 2023 Notary Public SANDRAJ.GOLESKI Notary P lc,#01GO5032467 SutbJk County New York Commialon E*m s:Aug.20,20 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 7404-018884 Fidelity National Title Insurance Services, LLC __um 24 Commerce Drive, Riverhead, NY 11901 PHONE: (631)727-0600 1 FAX(631)727-0606 Application Date: 09/03/2024 Report Due Date: 09/12/2024 Title No.: 7404-018884 APPLICANT: AMOUNT OF INSURANCE:-' , Robert Reichelscheimer, Esq. Attention: 83 Commack Road, Suite 210 21 INSURED MORTGAGER Commack, NY 11725 Phone: (631)499-3800 Fax: (631)499-0534 Email: kalbrosenfeld@aol.com Sales Rep:TPS LENDER,ATTORNEY: BUYER: SELLER: Peter Ruttura and Donna Ruttura SELLER ATTORNEY: SURVEY INSTRUCTIONS: COMPANY CHARGES:*: Variance Search Update(9/2/24) $175.00 LENDER: Sales Tax at 8.62500% $15.09 TOTAL $190.09 PREMISES: ; Municipal Search charges quoted herein are estimated only 900 Sound Drive and will be finalized prior to closing. Greenport, NY 11944 County of Suffolk Town of Southold Dist: 1000 Section: 033.00 Block: 04.00 Lot: 004.000 SPECIAL INSTRUCTIONS: _ ;:way .:;gym•... N, ,w.A .. ., ., t , I � SEP S 2024 e BUILDING DREPT. TOWN r-)F SOUTHO NY Title Bill Application Page 1 of 2 (7404-018884f7)September 06,2024 12:40 PM Date: 09/06/2024 Closing Date: Title No.: 7404-018884 Closer: Applicant: Robert Reichelscheimer, Esq. Bank: Buyer: Bank Attorney: Seller: Peter Ruttura and Donna Ruttura Seller Attorney: Premises: 900 Sound Drive Sales Rep: Timothy P. Smith Greenport, NY 11944 County of Suffolk County: Suffolk Town of Southold Dist: 1000 Section: 033.00 Block: 04.00 Lot: 004.000 CFPB TRID DISCLOSURE: Note: OTP/LTP Disclosures are to be used only for TILA-RESPA purposes and for disclosure purposes in connection therewith, and may not properly reflect the actual premium charges on the title invoice. OTP on Closing Disclosure ........................................................................r................................................................................................................................................................................................................................................................. LTP on Closing Disclosure ............................................................................................................................................................................................................................................................................................................................................. NY Title Bill Application Page 2 of 2 (7404-01888477)September 06,2024 12:40 PM Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-018884 District: 1000 Section: 033.00 Block: 04.00 Lot: 004.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Peter Ruttura and Donna Ruttura, husband and wife and his/her predecessors in title since prior to 1960 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount df Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. i Dated: September 6,2024 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC JEAN D Vk1. Sworn to before me this 6th day of September, 2024 SANDRA J GOLESKI Notary Public NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 GO5032467 Qualified in Suffolk County 1 Commission Expires August 29,2026 24 Commerce Drive •Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 ° Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-018884 STATE OF NEW YORK)ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: S CTM: 1000-033.00-04.00-004.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1960. SUBJECT PREMISES: 1000-033.00-04.00-004.000 First National Bank of Greenport,New York Liber 2058 cp 494 TO Dated: 08/22/1939 Dorothy Barstow Rec'd: 08/23/1939 (premises and more) Dorothy Barstow McCann died a resident of New York County on 12/21/1962,Surrogates File No. P347/1963. Harrison K.McCann died a resident of New York County on 12/21/1962, Surrogates File No. P343/1963. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN D A 6th day of September, 2024 Notary Public SANDRA J GOLESKI NOTARY PUBLIC,STATE OF NEW YORK Registration No,01005032467 Qualified in SuI olk County Commission Expii-es August 29,2026 24 Commerce Drive •Riverhead,New York 11901 •(631)727-0600 • Fax: (631)727-0606 = u Fidelity National Title INSURANCE SERVICES,LLC Morgan Guaranty Trust Company of New York, Liber 5474 cp 57 Executors of the Last Will and Testament of Harrison Dated: 12/19/1963 K. McCann Rec'd: 12/27/1963 TO (premises and more) Eastern Shores, Inc. Eastern Shores, Inc. Liber 5901 cp 93 TO Dated: 01/24/1966 John S. Bliss and Concetta G. Bliss,his wife Rec'd: 01/26/1966 John S. Bliss died a resident of Nassau County on 10/29/1988, Surrogates File No. 307200. Concetta G. Bliss Liber 12006 cp 243 TO Dated: 10/20/1999 Concetta G. Bliss, as to 50%,John P. Bliss,as to 25% Rec'd: 12/09/1999 and Paul S. Bliss, as to 50%,as tenants in common Notice of Guardianship on Real Property recorded 01/12/2001 in Liber 12096 cp 759. John P. Bliss, individually and as Executor of Liber 12224 cp 599 Concetta G. Bliss,who died on 7/27/1999, Dated: 11/01/2002 Surrogates File No. 310118 Rec'd: 12/11/2002 TO John P. Bliss and Paul S. Bliss John P. Bliss and Paul S.Bliss Liber 13219 cp 520 TO Dated: 08/14/2023 Peter Ruttura and Donna Ruttura,husband and wife Rec'd: 09/22/2023 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN DUV 6th day of September, 2024 SANDRA J GOLESKI Notary Public NOTARY PUBLIC,STATE OF NEW YORK Registration No.01GO5032467 Qualified in Suflblk County Commission Expires August 29,2026 24 Commerce Drive •Riverhead,New Yo - . (631)727-0606 =' Fidelity National Title . . T INSURANCE SERVICES,LLC PREMISES NORTH: LONG ISLAND SOUND PREMISES EAST: 1000-033.00-04.00-005.000 First National Bank of Greenport,New York Liber 2058 ep 494 TO Dated: 08/22/1939 Dorothy Barstow Rec'd: 08/23/1939 (premises and more) Dorothy Barstow McCann died a resident of New York County on 12/21/1962,Surrogates File No. P347/1963. Harrison K. McCann died a resident of New York County on 12/21/1962, Surrogates File No. P343/1963. Morgan Guaranty Trust Company of New York, Liber 5474 cp 57 Executors of the Last Will and Testament of Harrison Dated: 12/19/1963 K. McCann Rec'd: 12/27/1963 TO (premises and more) Eastern Shores, Inc. Eastern Shores, Inc. Liber 5863 cp 140 TO Dated: 11/10/1965 Joseph E.Nemeth and Leanna M. Nemeth,his wife Rec'd: 11/22/1965 Joseph E.Nemeth and Leanna M.Nemeth,his wife Liber 6272 cp 384 TO Dated: 12/07/1967 Dorothy C. Beggs Rec'd: 12/13/1967 FIDELITY NATIONAk TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN DUV4 J/ 6th day of September,�2024 Notary Public SANDRA J GOLESKj NOTARY PUBLIC,STATE OF NFW YO',:y� Registration No,0IGO5032467 Qualified in Suflblk Counts; Cotimission Expires August 29,2020 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600 0 Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Dorothy C. Beggs Liber 7894 ep 562 TO Dated: 07/24/1975 Christ Stratakis and Mary C. Stratakis,his wife Rec'd: 08/20/1975 Christ Stratakis and Mary C. Stratakis,his wife Liber 11626 cp 40 TO Dated: 04/05/1993 Christ Stratakis and Marcy C. Stratakis, as tenants in Rec'd: 04/20/1993 common LAST DEED OF RECORD PREMISES SOUTH: SOUND DRIVE PREMISES WEST: 1000-033.00-04.00-003.000 First National Bank of Greenport,New York Liber 2058 cp 494 TO Dated: 08/22/1939 Dorothy Barstow Rec'd: 08/23/1939 (premises and more) Dorothy Barstow McCann died a resident of New York County on 12/21/1962,Surrogates File No. P347/1963. Harrison K. McCann died a resident of New York County on 12/21/1962, Surrogates File No. P343/1963. Morgan Guaranty Trust Company of New York, Liber 5474 cp 57 Executors of the Last Will and Testament of Harrison Dated: 12/19/1963 K.McCann Rec'd: 12/27/1963 TO (premises and more) Eastern Shores, Inc. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC �r` Sworn to before me this JEAN D 6th day of September, 2024 SANDRA.I GOLESKI NOTARY PUBLIC,STATE OF NEW YORK Notary Public Registration No,OIG05(i32467 Qualified in Suffolk Ct)unty Commission Expires August 29,2026 24 Commerce Drive •Riverhead,New York 11901 0 (631)727-0600 0 Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Eastern Shores, Inc. Liber 5894 cp 588 TO Dated: 01/13/1966 Eiliv M.Norvik and Margaret G.Norvik,his wife Rec'd: 01/14/1966 Find no proof of death for Margaret G.Norvik in Suffolk Surrogates Court. Eiliv M.Norvik, as surviving tenant by the entirety Liber 11639 cp 939 of Margaret G.Norvik Dated: 07/29/1993 TO Rec'd: 08/12/1993 Christine Anderson -Christine Anderson Liber 11768 cp 748 TO Dated: 01/20/1996 Christine Anderson,Nozipo Xaba and Tembani Xaba, Rec'd: 04/04/1996 as joint tenants with rights of survivorship Christine Anderson,Nozipo Xaba and Tembani Xaba, Liber 12070 cp 757 as joint tenants with rights of survivorship Dated: 05/31/2000 TO Rec'd: 09/14/2000 Christine Anderson Christine Anderson Liber 12291 cp 86 TO Dated: 11/10/2003 Christine Anderson and Tembani Xaba, as tenants in Rec'd: 12/22/2003 common Christine Anderson and Tembani Xaba, as tenants in Liber 12625 cp 953 common Dated: 04/30/2010 TO Rec'd: 05/26/2010 Michael Phillips FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN DUVA 6th da of September,2024 SANDRA J GOLESKI Notary Public NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 G05032467 Qualified in Suffolk County Commission Expires August 29,2026 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Michael Phillips Liber 13112 cp 191 TO Dated: 05/12/2021 1000 Sound Drive LLC Rec'd: 07/13/2021 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN DUVA 6th day of September,2024 _ -4� Notary Public SANDRA J GOLESKI NOTARY PUBLIC,STATE OF NEW YORK Registration No.01005032467 Qualified in Sullolk County Commission Expires August 29,202G 24 Commerce Drive•.Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 LONG ISLAND SOUND - - S85-43'00"E 104.06' TIE LINE PER FILED MAP HIGH WATER MARK 65/_ /N23 1 - BOTTOM BLUFF; BOCK WAIL - -CRANf.i�..:Wgl(ST10L•ice_•-----__...._._-12-10-- W E _. - 'P• -gip__ --•- --_ '_ ----- - ...?.G--__ --26- -_Cf1 -30-- - O. 38 O% - - - .__ - ___ = a0- - -- - 52- -_ - TOP OF BLUFF DECK & i STEPS CEHL PER COASTAL EROSION HAZARD AREA MAP PHOTO _ 2.6'E NO. 51-606-83 LAST DATED OCT. 28, 1991, -• _ _ _ _ \ % Lot 21 r - i Lot 19 Lot 20 0 0 I f 1 I Z FEN "WOODED" LA CRB -- - 9 35w / O �F ,- DdE CRB 1 G �x r 11 r , - N CRB O \ 0 m � m 52 m x G i FEN /i 100.00, 4N ROAD N85-35'10"E ANGLE S85' 510 EDGE OF PAVEMENT `J SOUND DRIVE/ Survey for: DATE: MAY 23, 2023 PETER RUTTURA JOB N0: 2023-243 CERTIFIED TO: OG DONNA RUTTURA PETER RUTTURA, DONNA RUTTURA Lot 20, "Eastern Shores" FIDELITY NATIONAL TITLE INSURANCE At sE o -Creenport Town of Southold Suffolk County, New York 4' YI S.C.T.M.: 1000-033.00-04.00-004.000 S0234 Q�w 40 0 40 DAVID H. FOX;hL•&.: C. N.Y.S.L.S. #50234 SCALE:1"=40' FOX LAND SURVEYING 64 SUNSET AVENUE NOTES: WESTHAMPTON BEACH, N.Y. 11978 1. AREA = 36,203 S.F. (TO TIE LINE) (631) 288-0022 AREA NORTH OF 'CEHL = 21,073 S.F. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 2, ■ = MONUMENT FOUND, • = ROD FOUND. IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND LAW. PIE INKED SEAL OR EMBOSSED SEAL 3. SUBDIVISION MAP "EASTERN SHORES" FILED SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE ON APR. 27, 1964 AS FILE NO. 4021. PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS FNALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY 4. ELEVATIONS REFERENCED TO NAVD (1988) DLENDING INSTITUTION LISTED HEREON • AND TO THE SSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. DWG: 2023-243 i N Pump Selection for a Pressurized System-Single Family Residence Project LONG ISLAND SOUND M LONG ISLAND Notes: Ruttura PROJECT SOUND 'All wiring and equipment are to be be plrovided and installed by the Electrical contractor(EC)in accordance with LOCATION s S85'43�� •• N the National Electric Code(NEC)and LomI Electrical Codes. Parameters TIE LINE PER FILED M104.06• DischargeAsembl *The EC will file all necessary forms andl pay all fees for the electrical work shown on these drawings.They Size 1.25 inches 120 contractor will arrange for all inspec6orls and secure a Fire Underwriters certificate which is to be tamed over to Transport Length Before Valve 6 feet the owner at the completion of the work. Transport Pipe Class 40 N � Transport Lane Size 1.50 inches pL *All foundation penetrations f r entry of directly buried feeders are to be equipped with galvanized steel sleeves. y HIGH WATER MARK RMC is to Valve Model 4404 to be used at all other foundation.and floor penetrations. Transport Length After Valve 82 feet 100 05/23/2023 . Transport Pipe Class 40 Furnish and install new service equipment and circuit breakers as shown in these drawings. All panels and LOCATION MAP breakers are to be labeled. The electric paanels are to be Installed and grounded in accordance with the NEC and Transport Pipe Size 1.50 inches Local Electric Codes. Max Elevation Lift 2.8 feet = 0' Manifold Length 2 feet W i -E _ -- - - -- -- - -4 All switch and outlet boxes,junction boxes,and pull boxes installed on the exterior are to be galvanized steel Manifold Pipe Class 40 - - - - - - - - - - - - -6 - W At and rated for exterior use. 19q ROCK Manifold Pipe Size 1.50 inches :. 80 - BO Number of Laterals per Cell 4 y 1TOM BLUFF *All exterior outlets are to be housed in uweather proof enclosures. - - - `N PLL - - - -- -8- --- OAK Lateral Length 82 feet �,1� 210_ - - _ - - Lateral Pipe Class 40 o GENERAL NOTES WIRE- -_12 �_ (n Lateral Pipe Size 1.50 inches ~ 14 -- - Orifice Size 1/8 inches ca �z - -- - - -- 16 - -18 EX a, 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS _ -20- _ _20- - ' ELEC Orifice Spacing 1.5 feet = 60 AND SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY -24 22- - -� PANEL Residual Head 5 feet DEPARTMENT OF HEALTH SERVICES AS REQUIRED. _2B --28 Flow Meter None inches m _Lr TEST H 0 L E DATA ;, 2. BOUNDARY&�TOPOGRAPHIC INFORMATION FROM SURVEY BY PROVIDED BY FOX LAND - -30-- 'Add-on'Friction Losses 14 feet -32- - -0- McDONALD GEOSERVICES o SURVEYING DATED MAY 23,2023&SITE PLAN BY FREDRICK R.WEBER ARCHITECT DATED - - - - - - 34- - - _ _rA JANUARY 8, 2024, 3PM - PF500552 JANUARY 11,2024. ELEVATIONS ARE REFERENCED TO THE NAVD 88 DATUM. 36- - - -` ` O EL +52� PERCOLATION SOIL Calculations 12 �'� EXTERIOR RATED JUNCTION BOX 40 - - - -42 _ - = 5 BROWN 20 AMP BREAKER Minimum Flow Rate per Orifice 0.43 gpm 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES -_ pA�� R BELOW GARDE IN A SPRINKLER ___ - _ ____I,' LOAM OL PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL _ _ _ 44_-- - - L BOX Number of Orifices per Zone 55 j 50 --_ - - - - =46 - - 48 TEST RESULTS: Total Flow Rate per Zone 24.4 gpm SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. _ -- - --_ - - -- - - -' - -50- -. Number of Laterals per Zone 1 _ SOP g 'SLUFF- - - 52- - - N0. DATE DEPTH #1 #2 #3 12 AWG OF WIRE IN 314'PVC DECK do SCH 80 CONDUIT %Flow Differential 1 st/Last Orrfice 9.4 % 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES \ STEPS PERC.#1 2122/24 24'SM 5:22 5:10 5:45 Transport Velocity Before Valve 3.9 fps 20 VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR \ PERC.#2 2122124 24'SM 5:58 5:32 5:05 Transport Velocity After Valve 3.9 fps SANITARY LIMES OR STRUCTURES. \ BENCH PERC.#3 2127J24 24'SM 5:05 5:53 5:28 / PLC CONTROL PANEL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS SOIL LEACHING RATE IS 6-15 MPI. Frictional Head Losses CEHIL PER W/HP80 COMPRESSOR AIR PUMP BEFORE COMIMENCING WORK. USE 2.00 GPD/SF LEACHING RATE PER TABLE 13. COASTAL �^ \ � Loss through Discharge 4.2 feet EROISION \ TEST PERFORMED ON 2/22l24 BY SHAWN M.BARRON,M.S. Loss in Transport Before Valve 0.2 feet _L_ 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ELECTRIC RISER DIAGRAM Loss through Valve 8.7 feet 00 20 40 60 80 TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR HAZARD AREA •n �,A SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. MAP' PHOTO Z Lot 21 PAT �/ SCY Net Discharge(gpm) DEBRIS SHALL NOT BE BURIED ON-SITE. NO. it 2 ONOT TO SCALE Loss in Transport after Valve 2.9 feet Loss in Manifold 0.0 feet 51-606-83 Lot Loss in Laterals 1.0 feet 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR LAST DATED Loss through Flowmeter 0.0 feet TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO OCT. 28, 1991. 13 'Add-on'Friction Losses 14.0 feet PumpData Legend WITHSTAND AIASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. - _ - _ 9 PF5005 High Head Effluent Pump System Curve:- 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH Lot 19 __ , - _ o Pipe Volumes 50 GPM,112HP CONCRETE. SQ\ 0Vol of Transport Line Before Valve 0.6 gals 220V 10 50Hz Pump Curve:--- y Vol of Transport Line After Valve 8.7 gals 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. \ - 50 Vol of Manifold 0.2 gals Pump Optimal Range:- Vol of Laterals per Zone 8.7 gals 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED I "W00 ED" Total Vol Before Valve 0.6 ® AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS, 1 0.27 AYEY gals Operating Point: � DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION IN L• SC Total Vol After Valve 17.6 gals Q AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO NEW Design Point: YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 0 � (jJ � ,�^"''' � lquirements 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM - �i 54 f I Q 65 q I f Af 38.9 gpm DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR A N CREW �� I4 38.9 feet 553 Q 71' TEST. ... i / �e w� 12. LOT AREA:36„203 S.F. SINGE FAMILY DWELLING LI �°�` Q DpOSE�S1N� W/PUBLIC WATER o - � F R,ES1 ENCE, `' �. 13. THERE ARE NO WELLS WITHIN 150'OF THE PROPERTY. I FF��MS1 o SINGLE FAMILY DWELLING 3.5 68 221 ' PROPOSED VENT TO BE TERMINATED W/PUBLIC WATER O� ' THROUGH ROOF WITH A CARBON FILTER SCTM/100D-33-4-3 co a 13.2 12,E FUJI CLEAN USA CONTROL PANEL PROPOSED GAS SERVICE 4 5 �8 co wd RppOSED N �- FUJI CLEAN USA MAC'R'AIR BLOWER TO BE INSTALLED to COED �- ON A 4"P.C.SLAB AND TO BE HARD WIRED TO CONTROL G ;t��g}an�°� sEPnc D R PANEL(SEE DETAIL THIS SHEET) REr ING WALL t CP Q PROPOSED WATER SERVICE rn c� AJ D M/N. ss.o AIR LINE r gMIN. "C" fo-M,N VW w54.o PROPOSED ELECTRIC SERVICE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Al TO BE PLACED IN CONDUIT TIN 55.0 ,may 4! 03 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A PROPOSED VA FUJI CLEAN USA WASTEWATER ? BW 55.0 TREATMENT SYSTEM MODEL CEN-7 TEST HOLE PIPE TIE WITH 30lb TENSILE STRENGTH SINGLE FAMILY RESIDENCE O'i V LY WEATHER-RESISTANT POLYPROPYLENE TOPPS 244NCH PUMP BASIN WITH T� AT EACH CHAMBER CONNECTION ORENCO PF SERIES EFFLUENT PUMP 9 MIN. 5 CLEAN OUT WITH A PLASTIC VALVE BOX ESTABLISH VEGETATIVE COVER _T T--�-_3 INSTALLED FLUSH WITH GRADE(M.) NATIVE BACKFlLL 3'MIN. 1:3 SLOPE MAX TO DATE �l5/24 .S F. 0. R-24-0621 APPROVED 1114"HDPE FORCE MAIN Z aM - 1 1 c. _ MEET EX.GRADE OR - + ro + 5'PROP.DISTAL HEAD HT.(TYP.) RETAINING WALL E 100.00 ROAD I,485'35'10 N '3 �• 5 PROPOSED ELECTRIC SERVICE . . . . . . . . . . . . . FOR I' AXIMU, OT s BEDROOMS E PROPOSED VA 0 /' �/ � . .•.•.•. . . .. . . .. .. . . . . . . . . . . .. . . . ... . .. � ' c, ANGLE 100' TO McCANN LAN _ o E OF PAVE T / :: /�/� EXPIRES THREE YEARS FROM DATE OF APPROVAL 1114"HDPE FORCE MAI ---��in>�• f0" EDG PROPOSED EXPANSION 8.5 X 4.75'X 1'DEEP //� '�//' TOPSOIL ACROSS THE STREET MEET EXISTING GRADE ' ' ' NON LEACHING CATCH BASIN- BOT.SAN EL 50.0 AT 1:3 SLOPE MAX. LEACHING GALLEY(TYP.OF 7) %/ ..•.,_. _.•.•_ _ _._.. . 'THE 8.5'X 4.75'X 1'DEEP LEACHING GALLEY LEACHING TOP DRAIN EL 48.5 ��/•________ / SYSTEM SHALL BE PLACED IN ACCEPTABLE LEACHING INSTALL 1114"HDPE FORCE MAIN FOR EXPANSION ( PROPOSED 8.5'X 43Y X 1'DEEP ;/// •• •:_: //� SOILS. BACKFIL WITH NATIVE SOILS WITH A 6-15 MPI LEACHING GALLEY(IYP.OF13) /�/ /j Design Professional's Certification Required. GALLEYS UNDER DRIVEWAY AND CAP I / •-_• -• • ...••.•, 3.3'INVERT PERCOLATION RATE. SOUND DRIVE ,��l-. :ice •- ��• i. Submit P.E. or R.A. Certification For The Installation and Construction of the Sewage Disposal System SINGLE FAMILY DWELLING 4'-9' PRESSURE LATERAL, Use Form WWM-073 w PUBLIC WATER VACANT S-9'WIDE TRENCH SIZE PER DESIGN SCTMt 1000-33-4-6A t000-33-4-3t *NATIVE SOIL AND I OR SPECIFIED FILL 'SP'OR BETTER SOIL WITH 6-7 MPI PERCOLATION RATE 12" PRECAST LEACHING GALLERY CROSS SECTION NOT TO SCALE V!ater lines r u-.t br,,ins^^Cted hyt". e _u oak Counly D-pt._ef H-e"th S-nrvices. Call (631)852-5754, 48 hours in SITE PLAN Z y a&anca, to schedu!e inspect^on(s). SCALE:V=30'-0' T VENT THE VENT TOBETERMINATED PSD LEACHING SYSTEM DESIGN CALCULATIONS: THROUGH THE ROOF. 1TMIN. VALVE BOX 1 1/4'0 PVC PERF.PIPE W/118'HOLES @ 18'O.C.PERF.HOLES SHALL BE -6 BEDROOMS HEALTH DEPARTMENT APPROVAL STAMP ALONG PIPE INVERT.PROVIDE GEOGUARD ORIFICE SHIELDS @ 18'O.C. (W MIN. VALVE(TYP.) TO PSD ORIFICES TO BE IN THE 12 O'CLOCK POSITION WITH EVERY 5TH ORIFICE -6-15 MIN.PER INCH PERCOLATION RATE INSTALLED IN 6 O'CLOCK POSITION TO PSD USE 2.0 GPD/SF LEACHING RATE FOR SHALLOW PRESSURE DRAIN FIELD CATEGORY 1 PER TABLE 13. CARBON FILTER WATERTIGHT PLASTIC FRAME&COVER W/APPROVED MATERIAL OF THE SAME PERMEABILITY AS THE UNDERLYING DEVICE T ORIGINAL SOIL SHALL BE USED AS USEABLE FILL LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR O PSD 6 BEDROOMS X 110 GPDBEDROOM=660 GPD 5/24/24 SCDHS COMMENTS SECONDARY SAFETY LIDS/DEVICES TO BE PROVIDED CAP 31.3 LF.8.5 X 4.76 X V DEEP LEACHING REVISIONS VALVE BOX (FOR FUTURE EXPANSION) GALLEY LEACHING SYSTEM 660 GPD 12.0 GPD/SQ.FT=330.0 SF CLEANOUT PLASTIC VALVE BOX INSTALLED 12'MIN. Plans arepreparedteE b Condon A Engineering, pf NE F.F.EL 58.0 FLOW LINE TRAFFIC FLUSH WITH GRADE 1:3 SLOPE MAX TO PRECAST LEACHING GALLEYS 4'-1'X 7'-10'X 1'-0'DEEP:(4'-1'TRENCH WIDTH) Y 9 ng,P.C. It s a violation of the � �/ BEARING SLAB CONCRETE COVER EL 52.0 MIN. 24•MAX. New York State Education Law,Article 145,Section 7209,for an � r [EL..56.5 „err EL.53. t11r4 53.0 GRADE EL 52.5 FINISHED GRADE BELOW GRADE EL 53.0 MAX. 3'MIN. MEET EX.GRADE person unless actin under the direction of a licensed ProfessionalJ. �P 45EPN C 330.0 SF/3.25'WIDTH=101.5 L.F. Pe 9 ADJUST VALVE TO PROVIDE 5' EX.GRADE Engineer,Architect,or Land Suirveyor,to after any item in any way.If an l HL MAX.AT DISTAL END INV EL.50.2 item bearing the seal of an Engineer,Architect,or Land Surveyor o ` 101.5 LF.t 7.83'L.FJGALLEY=12.9 GALLEYS 9 n9 Y 5 DISTAL HEAD HEIGHT)-----, / b INV.EL 52.6 - - -- ( altered,the altering Engineer,Architect,or Land Surveyor affix to USE 2 ROWS 5 LEACHING GALLEYS=78.3 L.F. the item his/her seal and the notation by'followed by his/her i sl 'u Te INV.EL.51.6 r WL INV.EL 50.7 2 EL.49.8 C� .?. �`_.-xA_ W 4"SANITARY WASTE PIPE INV.EL.49.7 EL.49.4 USE 1 ROW 3 LEACHING GALLEYS =23.5 L.F. signature and the date of such a(fterations,and a specific description of 2'VENT TO �_ INV EL.50.1 11/4'PVC SCH.40 1' INSTALL LONG ` PITCH 114 INCH PER FOOT VA UNIT SANITARY FORCE MAIN =101.8 L.F.>101.5 L.F. the alteration. 26'(2'MIN.) SWEEP FITTING ��`D 081912 45'(10 MIN.) INV.EL.51.4 SLOPE FORCE MAIN TOWARDS 50%EXPANSION: piQ��-ESS,O�P�' EL 46.4 5'(5'MIN.) TREATMENT TANK UNDERLYING ORIGINAL SOIL TO BE PROVIDE 7 LEACHING GALLEYS=54.8 L.F.>50.8 LF. EXCAVATED TO ACCEPTABLE 'SC'SOIL WITH S.C.T.M.: DIST. 1000 SEC.33 BLK.4 LOT.4 6'(5'MIN.) Z A 6-15 MPI PERCOLATION RATE PROPOSED VA FUJI CLEAN USA WASTEWATER TREATMENT SYSTEM MODEL CEN-7 L.45.7 12'PEA GRAVEL BASE POLYLOK 3017-20H6 20' NOTE' R U TT U RA FUJI CLEAN TREATMENT SYSTEM 30 ROUND SEPTIC VALVE BOX LEACHING GALLEYS TO BE Condon Engineering, P.C. RESIDENCE SET DISCHARGE PUMP FLOATS TO OR APPROVED EQUAL MANUFACTURED BY LONG ISLAND Scale:AS SHOWN PROVIDE 32 GALJDOSE MAX.TO PSD WATER EL 14.5 PER SGS WELL $16783.2 PRECAST OR AN APPROVED EQUAL. OPPS24-INCH PUMP BASIN (HG GROUND UND WATER EST XPECTED) Drawn by:JJC 1755 Sigsbee Road 900 SOUND DRIVE OF ORENCO PF SERIES EFFLUENT PUMP AND MVP NOTE: Mattituck, New York 11952 GREEN PORT, NY SHALLOW PRESSURIZED DRAINFIELD PSD AND TREATMENT UNIT TO BE COVERED E E A' TA C!�M E T S CONTROL PANEL DEMAND DOSE SANITARY SEPTIC SYSTEM PROFILE PROPOSED BY A MAINTENANCE AGREEMENT. Date:4/23/2024 (631) 298-1986 (631)298-2651 fax NOT TO SCALE www.condonengineedng.com SANITARY PLAN i i i CONTROL PANEL WIRING DIAGRAM PA ALARM/CONTROL PANEL WIRING DIAGRAM P.2 PLEASE PROVIDE WIRING DIAGRAM TO LICENSED ELECTRICIAN FOR MAKING PROPER ELECTRICAL CONNECTIONS. Sedimentation ChambhambererCHAMBER Volume 558(gal) (A COPY OF THIS DIAGRAM IS ALSO PROVIDED INSIDE NEMA 4X RATED CONTROL PANEL ENCLOSURE). u N _1/2.VENTILAI ,I PIPE Anaerobic Filtration Chamber 556 SCUTA GAFF Aerobic Contact Filtration Chamber 248 " ® Storage Chamber 125 PLEASE NOTE:THE BASIC FUJI CLEAN CONTROL PANEL DOES NOT COME EQUIPPED WITH A TIMER OR TIMING DEVICE.PLEASE ' -e•- -�- ' - �' Disinfection Chamber II CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARWCONTROLLER UPGRADE OPTIONS. i Total Volume 1,498 1 TBfl 1 N SPECIFICATIONS ® ECO2CI1LATKIN Anaerobic Media PP/PE Fining Rate 46% o AIR LIFT PUMP Board Type Aerobic Media PVC/PP/PE Filling Rate 17% �M TOROUE 15 16 IN-LB CYLINDER�r��) Aerobic Media PP/PE Filling Rate 54% ® Blower 3.0 cfin r---------------------------- r INLET 'OUTLET PIPE Tank FRP -'ZI I O (O C] O © [�€TBI A Piping PVC/PP/PE i 3-9"--oz--_-- Access Covers Plastic/Cast Iron o Disinfcctimt(Optional) Chlorine Tablets TEST, NORnaL, SILENCE T ENT AMP t TNS108 © AR LIFT PUMP I I I I 1 I �jj 1+ f �H I I 1 I CIRCUITARM BREAKER N • INLET BAFFLE­ N t i O 11 I S a AH111 iIND IN5 POWER ALARM FLOAT I _______________��_-___- FAT, 4 BRANCH CIRCUIT PROTECTION, OVERLOAD PROTECTION Psuz I I [ AND MAIN DISCONNECT PRODDED BY OTHERS t e " • tea+ FLOW OPENING( BANE B it AIR.,TAKE AND MUST 8E SIZED ACCORDING TO PUMP/MOTOR PRESSURE s . ( ) SWITCH L-------------. 1 MANUFACTURING SPECIFICATIONS- 1 LTlT5 TBI FS115 TBI i Pl1NP P v lip 3 x1 R �x2 ALARM FLOAT BEACON18'MANHOLE 18"MANHOLE 24"MANHOLE Cn0N 4"MANHOLE CYLINDER(OPTIONAL) AERATOR A - OW OPENING LUG 1'-4" ARD TYPE TI]R(1llE TO ! . 1_8. CONTACT MEDIA EXTERNAL COMPONENTS (COMPRESSOR AND/OR PUMPS) PRODDED BY OTHERS 45 IN-LB C8120 TBl AND MUST BE U.L. APPROVED THERIMY PROTECTED PUMPS z +l o-'{4}------`-------i COMPRESSOR clRculT CpcuunoN © ASSEMBLY A' -, I -z• TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 DEG. F. AERATpR 1 (D 4-,t ® 4•_ (60 DEG, C. ). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY. _ ® ® OBIC MEDIA CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND ERATKIN ASSEMBLY DASHED LINES REPRESENT FIELD WIRING FIELD WIRING SECTION CB128 TBI TBI r 0 fS128 � — 20 5 ————— fl-•----- 7 ------ —.... .-----•- N 2 � ' `'�'B 1 1 SECTION A-A VIEW SECTION B-B VIEW CIRMII BREAKER PUMA FLOAT P CEN-10 1 PuMP 1 Structural Drawing DATE: 11/2014 SCALE: 3/8"=1' 022.45 [057.Ocm] 021.65 ---- [055.km] 13.24 [33.6cmj ' 4 CUT AWAY NEW NUGENT & POTTER SIMPLEX EFFLUENT PUMP BASIN �I 15.60 SCALE: NTS MVP Control Panel CI _ 020.65 i [052.5m] LL --- / \ BOTTOM VIEW TOP VIEW 113.74 [34.9c9cm] POLYLOK 20"D-BOX BOX ACCEPTS: INSIDE BOX O PART NO.3017-20 UGHTCOVER PARTNO.-3009C MATERIAL-HOPE HEAVY COVER PART NO.-3017•C20 GRATE- PART NO.-3017-G20 J MAIN BREAKER DATE; 8112104 V TALL RISER PART NO.3009 —'I 17 TALL RISER PART NO.3009-R12 Pump Discharge \ 22.45[57.0cml CB A Call , PUMP DISCHARGE Control Panel c6 B c6 2 NTS CIRCUIT BREAKER 16-10 2-00[S.OBcm rr CL TO CL SIDE CUT OUT NOTES: Field Install 4 [40.9cm Grommet Inlet 3-FOOT SQUARE DEADMAN rrP.4o PLcs.j TO ACCEPT CONTROL POLYLOKSEAL ELECTRICAL PANEL PRT.NO.I001 PANEL Pipe. Model G4L TYP.40RCS. 1 2 3 4 CB A-20 AMPS "Riser w/Safety Grating to Grade. 13.91 8.00 120.32cm CB B-15 AMPS Topps use 24-inch Cover. Riser and Cover CL TO CL] [35.3cmj MVP CONTROL 28"Gasketed Fiberglass Type to be Specified by Engineer. 3s PANEL �- '- T //�� ( , CB 1•20 AMPS Flange With S.S. Bolts. Orenco, Tuf-tite or Polylok. [B°em' E T I 1 1\.r f �'1 E T S CB 2-15 AMPS renco Internal Splice Box FRONTISIDE VIEW Model SB4 or ClickTight Controls Package (Per Design) POLYLOK 3017-20H6 20" ROUND SEPTIC DISTRIBUTION BOX DETAIL R renco 1-1/470 Discharge Assy. COMMON Model HV 125B NOT TO SCALE GROUND 1-1/470 Transport Line To Drainfield VISUAL BEACON DISCHARGE Field Install Grommet G125L PUMP CONTROL Electrical Wiring Diagram g_ Orenco Float Assembly NTs 24" Model MF3P39FS Note: YB: On/High WaterAlanrT -Pump Basin to be Extended to Desired Length in Field with R: Off FUJICLEAN NEMA 4X Risers as Necessary 66" CONTROL PANEL -Pump System Designed for Demand Dose W.,Low Water/Redundant Off -Float Heights to be Adjusted per Design renco PF Series High Head Effluent ELEC -Pump Basin Volume:1.88 Gallon/Inch R Pump. Model PF3005 standard, other PANEL -Inlet/Outlet Grommets to be Field Installed sizes available upon request. -Optional Precast Anti-Floatation Collar(As Shown). i Anti-Floatation Collar Meets 150%+at Full Submersion per (I --Orenco Flow Inducer ELECTRICAL AND CONTROL TO BLOWER scDHs Vol 24"Topps Pump Basi Steel Lifting Rings(4) HEALTH DEPARTMENT APPROVAL STAMP CONTROL WIRING TO OWTS EXTERIOR RATED Reinforced Concrete Anti-floatation Flange: JUNCTION BOX 20 AMP BREAKER 3'Square (Optional) BELOW GRADE IN A SPRINKLER BOX Dimensions:36"Square x 12"Depth, MAC'R'AIR BLOWER 12 AWG OF WIRE IN 314' 30.25" PS Embedded 6" WEATHER RESISTANT PVC SCH 80 CONDUIT Dry Weight: With 3'Square Deadman 1205 lb ENCLOSURE SUPPLIED REVISIONS Total Basin Buoyancy:940 lb at 5' BY MANUFACTURER - - Plans are prepared by Condon Engineering,P.C. It is a OF NEW Submersion. ELECTRICAL SUPPLY FROM violation of the New York State Education Law,Article 145, .���05 P H �, y0�, Anti-Buoyancy with 3'Square Deadman: BUILDING MAIN ELEC.PANEL 4"CONCRETE SLAB FUJI CLEAN USA Section 7209,for any person unless acting under the co , 'f" 2815 lb (299%) at 5'Bury Depth CONTROL PANEL direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any Rem in any way.If an item a ' ELECTRIC RISER DIAGRAM bearing the sea[of an Engineer,Architect,or Land it Surveyor is altered,the altering Engineer,Architect or Land �� ---'- Drawn B Drawm Title: 8/9/202 2 NOT TO SCALE Surveyor shaft affix to the item his/her seal and the notation Y' 9 Sheet No. NUGENT & POTTER 'Altered by'followed by His/her signature and the date of �s 1557 COUNTY ROAD 39 THOMAS 0 DWYER, PE TOPPS 24—INCH PUMP BASIN Scale: such alterations,and a Spectiricdescriptionof the alteration. F�,o 081912 SOUTHAMPTON NY 11968 TECHNICAL SALES ENGINEER ORENCO PF SERIES EFFLUENT PUMP AND MVP CONTROL PANEL NTS 'D FUJICLEAN CONTROL PANEL AND BLOWER DETAIL OFE'SSIO�� 631 -283-1103 NUGENT & POTTER DEMAND DOSE WITH ANTI—BUOYANCY NOT TO SCALE S.C.T.M.: DIST. 1000 SEC. 33 BLK.4 LOT.4 RUTTURA Scale:AS SHOWN Condon Engineering, PC .P.C. RESIDENCE Drawn by:JJC 1755 Sigsbee Road 900 SOUND DRIVE OF Mattituck, New York 11952 GREENPORT, NY Date:4123/2024 (631) 298-1986 (631)298-2651 fax www.condonengineering.com SANITARY PLAN ....................._ 71E LINE PER FILE D MAP HIGH WATER MARK 05/23/ 01 0. TOP,O'F—BLU'FF— DECK CEHL PER COASTAL EROSION BENCH HAZARD AREA MAP PHOTO NO. 51-606-83 LAST DATED Lot 21 Lot 19 71 W ODE 100-00, CD,,E OF PAVEMENT SOUND DRIVE JUL 19, 2023 SET STAKES Survey for: DATE: MAY 23, 2023 JOB NO:2023-243 PETER RUTTURA CERTIFIED TO: At SER Greenport Town of Southold Al Suffolk County, New York 2025 Building DIDPartment Town Of Southold FOX LAND SURVEYING 64 SUNSET AVENUE NOTES: WESTHAMPTON BEACH, N.Y. 11978 AREA NORTH OF CEHL = 21,073 S.F. UNAUTHORIZED AL7EPAT;ON OP. ADDITION TO THIS SURVEY 2. MONUMENT FOUND, ROD FOUND. EDUCATION LAW. COPIES OF 7HIS SURVEY Y'Ap '407 ar"RiNG 3. SUBDIVISION MAP "EASTERN SHORES" FItED -,HE LAND SURVEYOR'S iNIKED SEAL OR EMBOSSED SFXL SHALL NOT BE CONSIDERED TO BE: A VALID TRU--- COPY. IN THE OFFICE OF THE CLERK OF SUFrOLK COUNTY CERTIFICATION INDICATED HEREON S�ALL,RUN ONLY 70 --HE ON APR. 27, 1964 AS FILE NO. 4021. 8 HALF --- THE TITLE: COMPANY. GOVERNME�7AL AGEN��Y 4. ELEVATIONS REFERENCED TO NAVD (1988) As rCNEES OF THE LENDING INSTITUTION. CER71FICATIONS OR SUSSEOLENT OWNERS. LONG ISLAND SOUND c'? LONG ISLAND SOUND /f S85"43'00"E 104.06' TIE LINE PER MLED MAP HIGH WATER MARK 05/23/2023 Cs 66 ROCK WA1Y 1 WPLI. ,•� �.n ......_.._....... ' .BOTTOM BLUFF .. L � V Cn,Q - 3p---------- Ir---- --_b0-- _gyp 0 --q0 �L - - •-I TOP OF 9I.UFF-I` CEHL PER COASTAL EROSION - 1 HAZARD AREA MAP PHOTO }�, I NO.51-606-83 LAST DATED q 26'VEGETATED I ec OCT.26,1991. - ON BUFFER I [ .1.FENCE ...... -• - 1 -- Lot 21 I l-....... II I Lot 19 Lot 20 0 I MET W ou,�,5 c� I rTW1 OI - �• SANITARY MEASUREMENTS: A B C — POV. 16.T FUJI 41' 45' �w TE PAno - +otw dT PUMP 51' 1 50' VALVE 58' 51' LG1 1 15.5' 37' ,> a s1 µuse 5 LG2 28' 17' 183 - FRS'ss•T D 1 LG3 21' 40.5' LG4 31.5' 24' 9 - e� L 1JIRWQ'ECA 1�` LG5 27.5' 45' ae Eic an®` 4`R„�s LG6 27' 34' G Ps so,!9 0 no cx 1 wvo LGJ Lc, paF LGS Lod H b p N85'35'10"E 100.0V wsA,� --yp ROAD ANGLE w 100.00' poi 1585"3510 W SOUND DRIVE APR. 23. 2026 f1 AL S11RV JAN. 09. 2025 ranoencx-'a. DEC 05, 2024 s1K FIXi mvsmucnpu JUL 19, 2023 ssr srvrEs DATE:MAY 23, 2023 JOB NO:2023-243 Survey for: CERTIFIED T0:I PETER R UTT URA PETER RUTTURA, DONNA RUTTURA FIDELITY NATIONAL TITLE INSURANCE SERVICES & DONNA RUTTURA U;= IyGN ✓�- Lot 20, "Eastern Shores" At j Greenyort Town of SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES q Southold APPROVAL OF CONSTRUCTED WORKS FOR I . Suffolk County, New York ASINGLE FAMILY RESIDENCE S.C.T.M.: 1000-033.00-04.00-004.000 sxa.mxs Date H.S.Ref,No. R-24-0821 eo 0 0 DAVID H.FOX,L.S:-RC. #50234 !..—I- I <I The sewage disposal and water supply raciliLes M this location have been FOX LAND SURVEYING SCALE:1"-40' inspected and/or codified by this Department or other agenc'es and found 64 SUNSET AVENUE I.be sallsfadnry FORA MAXIMUM OF._.e _BEDROOMS. WESTHAMPTON BEACH, N.Y. 11978 NOTES: (631) 288-0022 o.o+Ixco.vcR.na+oR,c 1. AREA = 36.203 S.F. (TO TIE LINE) J0 +7}WJ PAI,RE CI eGF AREA NORTH OF CEHL- 21,073 S.F. Off—of Weotowator Monagar-ni -EDe,.LL"m ex eoRsio+m oeei.`—0 1F.0—1. 2. ■v MONUMENT FOUND, •- ROD FOUND. 3. SUBDIVISION MAP "EASTERN SHORES" FILED -.1 is IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON APR. 27, 1964 AS MILE NO. 4021. oononALc_s'•ruro�s 4. ELEVATIONS REFERENCED TO NAVD(1988) DWG: 2023-243 f Generated by REScheck Web Software Compliance certificate Project 900 Sound Drive GreenportIs Q Energy Code: 2018 IECC Lam, DoLocation: Greenport, New YorkSEP 2 5 Construction Type: Single-family 2024 Project Type: New Construction Conditioned Floor Area: 1,940 ft2 RTC 4'�'• Glazing Area 28% ryi O'WN Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 900 Sound Drive Ruttura and Sons Construction Ed Burger Greenport, NY 11944 200 Cabot Street Burger Construction, Inc. West Babylon, NY 11704 PO Box 934 631-454-0291 Cutchogue, NY 11935 Ruttura@ruttura.com 631-734-5217 burgerconstruct@aol.com Compriance.1 Passes using UA trade-off Compliance: 2.8%Better Than Code Maximum UA: 598 Your UA: 581 Maximum SHGC: 0.40 Your SHGC: 0.35 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req- Assembly or Hot Roof-6" Close Cell Spray Foam: Cathedral Ceiling 2,623 39.0 0.0 0.027 0.026 71 68 BSMT Flat Ceiling-6" Close Cell: Cathedral Ceiling 232 39.0 0.0 0.027 0.026 6 6 Exterior Wall-Hybrid wall-2" CC+ R13 Batt:Wood 2,858 26.0 0.0 0.052 0.060 106 122 Frame, 16" o.c. Doors:Solid Door(under 50%glazing) 42 0.320 0.320 13 13 Window: Vinyl Frame 775 0.300 0.320, 233 248. SHGC: 0.35 Cantilever-6" Close Cell:All-Wood Joist/Truss 189 39.0 0.0 0.026 0.047 5 9 Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 1 of10 1 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Basement Wall-2" Close Cell: Solid Concrete or Masonry Wall height: 9.0' 1,867 0.0 13.0 0.068 0.059 122 106 Depth below grade: 1.0' Insulation depth: 9.0' BSMT Door 2:Solid Door(under 50%glazing) 21 0.320 0.320 7 7 BSMT Door 1:Solid Door(under 50%glazing) 21 0.320 0.320 7 7 BSMT Window:Vinyl Frame 36 0.300 0.320 11 12 SHGC:0.35 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. Marvin Murillo- HERS Rater06O2 7M,4vle�p 71-k� 09/17/2024 Name-Title Signature Date Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 2 of10 t REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. �'Section I Plans verified Field Verified #.. Pre-Inspection/Plan Review I lfalrae Value Complies? .,Comments/Assumptions �& Req.lD 103.1, ;Construction drawings and ,` i❑Complies :Requirement will be met. 103.2 !documentation demonstrate , ❑Does Not [PR1]1 ;energy code compliance for the building envelope.Thermal ( )❑Not Observable envelope represented on Not Applicable ;construction documents. iJ 103.1, ;Construction drawings and i0complies ;Requirement will be met. 103.2, :documentation demonstrate ! �❑Does Not 403.7 :energy code compliance for i❑Not Observable [PR3]1 ;lighting and mechanical systems. 1• 40 :Systems serving multiple j_ =❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. + 302.1, !Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ElDoes Not [PR2]2 Ion loads calculated per ACCA 1 Cooling: Cooling: Manual] or other methods g' 9 ❑Not Observable ; Btu/hr Btu/hr ❑Not Applicable lapproved by the code official. pp i Additional Comments/Assumptions: 11 High Impact(Tier 1) 12,1 Medium Impact(Tier 2) 13 Low Impact(Tier 3)� Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 3 of10 Section Plans Verified.- Field Verifiled # Foundation Inspection . i Complies? �, -Comments/!Assumptions, & Ite .ID Value' Value: , 402.1.1 ;Conditioned basement wall ; R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 insulation R-value.Where interior' R_ R :table for values. ❑Does Not l� insulation is used,verification ;❑Not Observable ;may need to occur during Insulation Inspection. Not :❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 ;Conditioned basement wall i ❑Complies ;Requirement will be met. [F05]1 :insulation installed per ) 3❑Does Not �^) ;manufacturer's instructions. `;❑Not Observable ` ) ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;see the Envelope Assemblies [F06]1 linsulation depth of burial or ❑Does Not ;table for values. !distance from top of wall. ❑Not Observable ❑Not Applicable _ 303.2.1 IA protective covering is installed ¢ °;{❑Complies ;Exception: Requirement is [F011]2 Ito protect exposed exterior fl, �❑Does Not not applicable. insulation and extends a v` y❑Not Observable ; minimum of 6 in. below grade. t i �01\lot Applicable 403.9 "' i Snow and ice melting system ❑Complies ;Exception: Requirement is [FO12]2 controls installed. a❑Does Not :not applicable. _+ ( yy ,❑Not Observable ' q ;[:]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3'1 Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 4 of10 $.ectoon. I' PBans Verified Faeld•17eraff6d': # Framing/Rough-In.1 Compalees� Comments/Assumptions. Value Ualue 402.1.1, ;Door U-factor.z U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 1 :❑Does Not ;table for values. [FR1]1 ' ;❑Not Observable ' ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- ; U- 1❑Complies ;See the Envelope assemblies 402.3.1, average). ; ❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2J1 ;❑Not Applicable QJ 303.1.3 U-factors of fenestration products gg "z', ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not ;with the NFRC test procedure or J ;taken from the default table. I❑Not Observable '❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR2311 ;installed per manufacturer's ❑Does Not instructions. i ❑Not Observable 1 Not Applicable 402.4.3 Fenestration that is not site built ;❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting ?❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 i ;or has infiltration rates per NFRC ( %j❑Not Observable ; r.^; 400 that do not exceed code ti t ,❑Not Applicable ;limits. 402.4.5 SIC-rated recessed lighting fixtures ❑Complies ;Exception: Requirement is [FR16]z sealed at housing/interior finish +•• 3❑Does Not not applicable. and labeled to indicate <_2.0 cfm } i leakage at 75 Pa. I❑Not Observable j .-�❑Not Applicable 403.3.1 ;Supply and return ducts in attics i y` ❑Complies ;Requirement will be met. [FR12]1 :insulated >= R-8 where duct is 7 ❑Does Not i = 3 inches in diameter and >_ >R-6 where< 3 inches. Supply and ]❑Not Observable ;return ducts in other portions of a❑Not Applicable ; ;the building insulated >= R-6 for .diameter>= 3 inches and R-4.2 Ifor< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 iboxes are sealed with 4 y ❑Does Not ;joints/seams compliant with International Mechanical Code or ;. ❑Not Observable ; International Residential Code,as ❑Not Applicable ; applicable. ; 403.3.5 Building cavities are not used as I ❑Complies ;Requirement will be met. [FR15]3 :.ducts or plenums. i ' '❑Does Not t , �';{❑Not Observable 1 1❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17J2 l above 105°F or chilled fluids ;❑Does Not i below 55°F are insulated to ?R- 3 UNot Observable i ;❑Not Applicable 403.4.1 :Protection of insulation on HVAC E❑Complies 1 Requirement will be met. [FR24]1 :piping. ;'-;❑Does Not J =J❑Not Observable =, ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ❑Complies :Requirement will be met. [FR18]z' �?R-3. j 1❑Does Not ❑Not Observable j {❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) T73 Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 5 of10 - Ser 403.6 Automatic or gravity dampers are ElComplies Requirement will be met. ':.I installed on all outdoor cm E]Does Not intakes and exhausts. ot Observable EIN jElNot Applicable AdditionsUCommemts/Assmmptions: , ' Project Title: y0O Sound Drive Greenport Report date: 00/17/24 Data filename: Page 6 nfl0 Sectoon Plans Verified Fleld•Verafied # <Insulation Inspection C®mplies� �.`Comments/Assumpti®ns' Value Val- Requirement All installed insulation is labeled ❑ Comp lies ;Requirement will be meta [I1\113]2 or the installed R-values ❑Does Not �:+ provided. :';❑Not Observable p�, .� F ,''#❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ; U ;❑Not Applicable 303.2, Floor insulation installed per & ` =?❑Complies ; 402.2.8 manufacturer's instructions and []Does Not [IN2]1 ;in substantial contact with the ? ;underside of the subfloor, or floor( ❑Not Observable iframing cavity insulation is in ` CINot Applicable contact with the top side of sheathing, or continuous insulation is installed on the A 7 underside of floor framing and extends from the bottom to the - top of all perimeter floor framing members. 402.1.1, }Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ mass ;[:]Not Observable ; requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable j ; I , ; 303.2 ;Wall insulation is installed per ?: E]Complies ;Requirement will be met. [IN4]1 i manufacturer's instructions. ❑Does Not '❑Not Observable ; ,<j0Not Applicable ; Additional Comments/Assumptions: Ill High Impact(Tier 1) J.'.2,1 Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 7 of10 Section Plans�6erif�ed# Fina{ inspection Provisions C6mp{mes? Comments/Assumptions.,. Sa'<RG4.10 Va{iie Ua{ue 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.E[FI1] ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ,3❑Complies Requirement will be met. 303.2 !manufacturer's instructions. ( " ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. a " l IONot Observable ; ❑Not Applicable 402:2.3 }Vented attics with air permeable ° }❑Complies ;Exception: Requirement is [FI22]2insulation include baffle adjacent •{❑Does Not ;not applicable. Ito soffit and eave vents that !! ,,. .extends over insulation. t s'❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 ;insulation 2--R-value of the ❑Does Not adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and :❑Does Not ; <=3 ach in Climate Zones 3-8. ; ❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies ;Exception:All ducts and air [FI27]1 determine air leakage with ft2 ft2 ❑Does Not handlers are located within either: Rough-in test:Total ;❑Not Observable conditioned space. leakage measured with a pressure differential of 0.1 inch ; ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler ; :enclosure if installed at time of ; ;test. Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch ;w.g. across the entire system including the manufacturer's air ; handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies :Exception.All ducts and air [FI4]1 ;cfm/100 ft2 across the system or I ft2 ft2 ;❑Does Not handlers are located within <=3 cfm/100 ft2 without air 1 ❑Not Observable :conditioned space. handler @ 25 Pa. For rough-in itests, verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ; �❑Complies ;Requirement will be met. [F124]1 by manufacturer at<=2%of ( <31]Does Not ;design airflow. ..a ❑Not Observable ❑Not Applicable ; 403 1 1;; .1 Programmable thermostats P r ElComplies !Requirement will be met. [FI9]2 installed for control of primary Does Not heating and cooling systems and I f initially set by manufacturer to : ❑Not Observable ; jcode specifications. 1 ❑Not Applicable ; 403 1 2: Heat pump thermostat installed ❑Complies ;Requirement will be met. [FI10]2 on heat pumps. ?❑Does Not IFJNot Observable ❑Not Applicable 403.5.1 Circulating service hot water t ❑Complies ;Requirement will be met. [F111]2, I systems have automatic or :.;:F]Does Not accessible manual controls. ❑Not Observable , i [ ;,❑Not'Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 8 of10 Vdrl e son FinaB'lns ection provisions Plans luefiect F�eEU uef1e�� omplies? Cornme' "p nts/Assumption 5&,[ e,z D• f 4Q3 6 1 _ All mechanical ventilation system,,;,. Complies :Requirement will be met. 4625]? fans not part of tested and listed `' 10Does Not HVAC equipment meet efficacy and airflow limits per Table ;[]Not Observable f R403.6.1. ❑Not Applicable ; 403:2 f Hot water boilers supplying heat ; ❑Complies ;Exception: Requirement is [FI26]2 (through one-or two-pipe heating _ ` ❑Does Not ;not applicable. systems have outdoor setback "S control to lower boiler water ' ;`❑Not Observable itemperature based on outdoor 1 " `j❑Not Applicable I tempe ratu re. 403.5 1.1 Heated water circulation systems ❑Complies ;Requirement will be met. [FI28]7 have a circulation pump.The aEl Does Not system return pipe is a dedicated s j return pipe or a cold water supply q❑Not Observable pipe. Gravity and thermos- R" " ❑Not Applicable syphon circulation systems are i not present. Controls for i circulating hot water system pumps start the pump with signal r ; for hot water demand within the occupancy. Controls i ! automatically turnoff the pump when water is in circulation loop r is at set-point temperature and no demand for hot water exists. a 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL i ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the ¢El Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the I piping "3 403 5'2 ,Demand recirculation water E " ❑Complies :Requirement will be met. [F130]2 systems have controls that i `?❑Does Not manage operation of the pump t ,.,❑Not Observable and limit the temperature of the iwater entering the cold water :❑Not Applicable *piping to<= 10412F. , 403.5.4... Drain water heat recovery units ,g❑Complies :Exception: Requirement is ,[F13J]2 !tested in accordance with CSA 1a ❑Does Not ;not applicable. B55.1. Potable water-side pressure loss of drain water heat ;al❑Not Observable ; i recovery units < 3 psi for : : i❑Not Applicable individual units connected to one j or two showers. Potable water- I I i side pressure loss of drain water II heat recovery units < 2 psi for 1 i individual units connected to c ; three or more showers. 404.1 ;90%or more of permanent ! E]Complies ;Requirement will be met. [FI6]1 (fixtures have high efficacy lamps ;❑Does Not i❑Not Observable „ ❑Not Applicable 404.1.1 I Fuel gas lighting systems have ° ❑Complies ;Requirement will be met. [F123]3- !no continuous pilot light. '❑Does Not ❑Not Observable ; 1 ?❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 I ❑Does Not i ❑Not Observable ' ,)❑Not Applicable 1 High Impact(Tier 1) 1.2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 9 of10 Section' Plans Verified.° 'Field VerNFiec9� # Final,Inspztteon Pravisians Camplies�, Comments/Assumptions Via;Ftecq. lD Value Value 303 3 Manufacturer manuals for k ❑Complies^ :Requirement will be met . [FI18]3 #mechanical and water heating ❑Does Not ;systems have been provided. g y t .,❑Not Observable 4❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) :2 Medium Impact(Tier 2) `3 Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 10 of10 1 2018 IE C Energy Efficiency Certificate Insulation Rating RwValue Above-Grade Wall 26.00 Below-Grade Wall 13.00 Floor 39.00 Ceiling / Roof 39.00 Ductwork (unconditioned spaces): Door Rating F Window 0.30 0.35 Door 0.32 Heating ,& Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments Generated by REScheck-Web Software Compliance Certificate Project 900 Sound Drive Greenport 1 J U N - .i 2026 Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family i Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 28% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 900 Sound Drive Ruttura and Sons Construction Ed Burger Greenport, NY 11944 200 Cabot Street Burger Construction, Inc. West Babylon, NY 11704 PO Box 934 631-454-0291 Cutchogue, NY 11935 Ruttura@ruttura.com 631-734-5217 burgerconstruct@aol.com Compliance, Passes using UA trade-off Compliance: 2.8%Better Than Code Maximum UA: 598 Your UA: 581 Maximum SHGC: 0.40 Your SHGC: 0.35 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Hot Roof-6"Close Cell Spray Foam: Cathedral 2,623 39.0 0.0 0.027 0.026 71 68 Ceiling BSMT Flat Ceiling-6"Close Cell:Cathedral Ceiling 232 39.0 0.0 0.027 0.026 6 6 Exterior Wall-Hybrid wall-2"CC+ R13 Batt:Wood 2,858 26.0 0.0 0.052 0.060 106 122 Frame, 16"D.C. Doors:Solid Door(under 50%glazing) 42 0.320 0.320 13 13 Window:Vinyl Frame 775 0.300 0.320 233 248 SHGC: 0.35 Cantilever-6"Close Cell:All-Wood joist/Truss 189 39.0 0.0 0.026 0.047 5 9 Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 1 of10 Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Basement Wall-2" Close Cell: Solid Concrete or Masonry Wall height:9.0' 1,867 0.0 13.0 0.068 0.059 122 106 Depth below grade: 1.0' Insulation depth:9.0' BSMT Door 2: Solid Door(under 50%glazing) 21 0.320 0.320 7 7 BSMT Door 1: Solid Door(under 50%glazing) 21 0.320 0.320 7 7 BSMT Window:Vinyl Frame SHGC: 0.35 36 0.300 0.320 11 12 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. Marvin Murillo- HERS Rater06O2 Nlly r 09/17/2024 Name-Title Signature Date Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 2 of10 1ZREScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Re .ID 103.1, Construction drawings and ❑Complies ;Requirement will be met. 103.2 .documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the � l9' ;building envelope.Thermal ; ❑Not Observable envelope represented on ❑Not Applicable ;.construction documents. I I 103.1, ;Construction drawings and I❑Complies ;Requirement will be met. 103.2, documentation demonstrate I❑Does Not 403.7 ;energy code compliance for I [PR3]1 ;lighting and mechanical systems. ❑Not Observable 0 :Systems serving multiple IE]Not Applicable `J ;dwelling units must demonstrate i ;compliance with the IECC i Commercial Provisions. I 302.1, ;Heating and cooling equipment is: Heating: Heating: ;❑Complies :Requirement will be met. 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 ;on loads calculated per ACCA ; Cooling: Cooling: Manual j or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ;❑Not Applicable 1 I Additional Comments/Assumptions: f 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1 ;Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 insulation R-value.Where interior R_ R_ ;❑Does Not ;table for values. !insulation is used,verification may need to occur during :.❑Not Observable Insulation Inspection. Not ;❑Not Applicable ;required in warm-humid locations; in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies Requirement will be met. [FO5]1 insulation installed per j []Does Not ;manufacturer's instructions. i ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ❑Complies ;See the Envelope Assemblies [FO6]1 insulation depth of burial or :❑Does Not ;table for values. ;distance from top of wall. ❑Not Observable ;❑Not Applicable 303.2.1 ;A protective covering is installed i ;❑Complies ;Exception: Requirement is [F011]2 ;to protect exposed exterior �❑Does Not not applicable. ;insulation and extends a s minimum of 6 in.below grade. } ❑Not Observable ❑Not Applicable 403.9 ;Snow-and ice-melting system ; ❑Complies ;Exception: Requirement is [FO12]2 'controls installed. S ;❑Does Not ;not applicable. U ; I❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not :table for values. [FRl]1 ;❑Not_Observable ;❑Not Applicable I 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, �average). E❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable I 1 ICJ i I i 303.1.3 U-factors of fenestration products; ;❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance l j❑Does Not ;with the NFRC test procedure or G �. ;taken from the default table. ' 3❑Not Observable t ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier j❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's I❑Does Not instructions. '[]Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built i i❑Complies :Requirement will be met. [FR20]1 ;is listed and labeled as meeting J❑Does Not :AAMA/WDMA/CSA 101/I.S.2/A440+ 9) 1E]Notor has infiltration rates per NFRC f Observable ❑Not Applicable !400 that do not exceed code i limits. j 402.4.5 IC-rated recessed lighting fixtures} ❑Complies ;Exception: Requirement is [FR16]2 sealed at housing/interior finish ❑Does Not not applicable. ;and labeled to indicate s2.0 cfm ;leakage at 75 Pa. 1❑Not Observable ; I ,❑Not Applicable 403.3.1 ;Supply and return ducts in attics ; =❑Complies ;Requirement will be met. [FR12]1 :insulated >= R-8 where duct is k 11JDoes Not >= 3 inches in diameter and >= i R-6 where< 3 inches.Supply and ❑Not Observable ,return ducts in other portions of ,❑Not Applicable ;the building insulated >= R-6 for [ ,diameter>=3 inches and R-4.2 t !for< 3 inches in diameter. i 1 403.3.2 ;,Ducts,air handlers and filter '❑Complies ;Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not Igj ;joints/seams compliant with I IE]Not Observable ' International Mechanical Code or , International Residential Code,as r ❑Not Applicable applicable. 403.3.5 ;Building cavities are not used as ( ;❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. -;❑Does Not ; o • U !❑Not Observable i J❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 ;above 105°F or chilled fluids ;❑Does Not below 55 QF are insulated to zR- Q, 3 ;❑Not Observable + ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies :Requirement will be met. [FR24]1piping ❑Does Not U i • ', _.. ❑Not Observable []Not Applicable 403.5.3 ;,Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 i atR-3. i ;❑Does Not ❑Not Observable ' ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 403.6 ;Automatic or gravity dampers are; ODoes Complies ;Requirement will be met. [FR19]z i installed on all outdoor air i Not intakes and exhausts. , ❑Not Observable I❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Re .ID 303.1 ;All installed insulation is labeled i❑Complies ;Requirement will be met. [IN13]2 ior the installed R-values 1 ❑Does Not lOJ ;Provided. ` []Not Observable ❑Not Applicable j 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 I❑ Steel ❑ Steel U ,❑Not Observable , ❑Not Applicable 303.2, Floor insulation installed per ; I❑Complies 402.2.8 manufacturer's instructions and i ❑Does Not [IN2]1 :in substantial contact with the ' 4 !underside of the subfloor,or floor; !❑Not Observable framing cavity insulation is in i❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the i underside of floor framing and n extends from the bottom to the :top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a; R- R- I❑Complies ;See the Envelope Assemblies 402.2.5, �mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ;❑ Mass ❑ Mass UNot Observable ;requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable ; ; 303.2 ;Wall insulation is installed per '❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. 1 j❑Does Not j❑Not Observable j ,i❑Not Applicable Additional Comments/Assumptions. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- :❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [Fl1]1 ; ; ;❑Not Applicable 1 1 I 1 I I I I 1 1 1 303.1.1.1, ;Ceiling insulation installed per ' ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI211 ;Blown insulation marked every I i 300 ftz. ❑Not Observable ; ❑Not Applicable 402.2.3 ,Vented attics with air permeable ; ❑Complies ;Exception: Requirement is [FI22]2 (insulation include baffle adjacent ;❑Does Not not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ;Requirement will be met. [FI3]1 ;insulation >_R-value of the ;❑Does Not ;adjacent assembly. :,[]Not Observable ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2, and �❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable 1 I 1 ; I ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies :Exception:All ducts and air [F[27]1 :determine air leakage with ft2 ft2 ;❑Does Not ;handlers are located within ;either: Rough-in test:Total : ❑Not Observable conditioned space. leakage measured with a ; :pressure differential of 0.1 inch ; ;❑Not Applicable ;w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ; ;test. Postconstruction test:Total I ;leakage measured with a ; :pressure differential of 0.1 inch w.g.across the entire system I I I ;including the manufacturer's air handier enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 :❑Complies ;Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ft2 ft2 E❑Does Not :handlers are located within <=3 cfm/100 ft2 without air ; :conditioned space. handler @ 25 Pa. For rough-in ; ❑Not Observable {tests,verification may need to : ;❑Not Applicable ;occur during Framing Inspection. j 403.3.2.1 ;Air handler leakage designated j❑Complies ;Requirement will be met. [F[24]1 :by manufacturer at<=2%of []Does Not design air flow. ❑Not Observable I ❑Not Applicable 403.1.1 ;Programmable thermostats • ]Complies ;Requirement will be met. [Fl9]2 'installed for control of primary I ,❑Does Not ;heating and cooling systems and I initially set by manufacturer to i❑Not Observable ; i code specifications. _ #❑Not Applicable ; 403.1.2 Heat pump thermostat installed j j❑Complies ;Requirement will be met. [FI10]2 on heat pumps. I J❑Does Not I [:]Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water i ;❑Complies :Requirement will be met. [FI11]2 systems have automatic or �❑Does Not laccessible manual controls. ; , ❑Not Observable • ,❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 8 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 403.6.1 ;All mechanical ventilation system ![]Complies :Requirement will be met. [FI25]2 +fans not part of tested and listed I❑Does Not HVAC equipment meet efficacy I and air flow limits per Table ❑Not Observable ; i R403.6.1. ; ❑Not Applicable 403.2 ;Hot water boilers supplying heat E❑Complies !Exception: Requirement is [FI26]z ithrough one-or two-pipe heating i❑Does Not not applicable. !systems have outdoor setback ;control to lower boiler water j E]Not Observable ; {temperature based on outdoor j❑Not Applicable temperature. I 403.5.1.1 Heated water circulation systems { j❑Complies :Requirement will be met. [F128]2 have a circulation pump.The ❑Does Not psystem return pipe is a dedicated } return pipe or a cold water supply; ❑Not Observable ; pipe.Gravity and thermos- i ❑Not Applicable ;syphon circulation systems are not present. Controls for E 'circulating hot water system- PUMPS start the pump with signal j ;for hot water demand within the ¢ }occupancy. Controls } automatically turn off the pump ;when water is in circulation loop .is at set-point temperature and }no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL i . ❑Does Not :not applicable. 515. Controls automatically I R adjust the energy input to the i {❑Not Observable heat tracing to maintain the } ,❑Not Applicable ;desired water temperature in they piping. 403.5.2 Demand recirculation water i❑Complies ;Requirement will be met. [F130]2 isystems have controls that y ❑Does Not manage operation of the pump i and limit the temperature of the J❑Not Observable I ;water entering the cold water !❑Not Applicable ; piping to<= 104°F. 403.5.4 ;Drain water heat recovery units ❑Complies ;Exception: Requirement is [F]31]2 (tested in accordance with CSA }❑Does Not :not applicable. B55.1. Potable water-side pressure loss of drain water heat i❑Not Observable ; recovery units < 3 psi for i 1 I❑Not Applicable %individual units connected to one ;or two showers. Potable water- side pressure loss of drain water i heat recovery units< 2 psi for i individual units connected to (three or more showers. j I 404.1 ;90%or more of permanent ;❑Complies Requirement will be met. [FI6]1 fixtures have high efficacy lamps. ❑Does Not #❑Not Observable {❑Not Applicable 404.1.1 1 Fuel gas lighting systems have ❑Complies ;,Requirement will be met. [FI23]3 :no continuous pilot light. E❑Does Not I0J } I❑Not Observable f I 1❑Not Applicable 401.3 4 Compliance certificate posted. j❑Complies ;Requirement will be met. [FI7]2 ; �❑Does Not } I❑Not Observable I❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 9 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 303.3 Manufacturer manuals for i❑Complies ;Requirement will be met. heating [FI18]3 `mechanical and water ❑Does Not ;systems have been provided. 1 i ![]Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 900 Sound Drive Greenport Report date: 09/17/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 26.00 Below-Grade Wall 23.00 Floor 39.00 Ceiling /Roof 39.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.35 Door 0.32 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments Roach APPROVED AS NOTED COMPLY VM ML ODES OF DATE• e•P rJ NEW YOM STATE�TOWN CODES z1-2� As��utRED AND CON®moNs of FE 3 ,�1a•5� BY: w...,�.�...S+01iml' mzm NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE " FOLLOWING INSPECTIONS: Non r Ot#lOiDMtfllI M®'l 15-2 y FOUNDATION-TWO REQUIRED F'T`0m FOR POURED CONCRETE «.. swmmt ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE PLUMBER CERTIFICATION REQUIREMENTS OF THE CODES OF NEW ON LEAD CONTENT BEFORE YORK STATE. NOT RESPONSIBLE FOR CERTIFICATE OF OCCUPANCY DESIGN OR CONSTRUCTION ERRORS SOLDER USED IN WATER SUPPLY SYSTEM CANNOT ELECTRICAL EXCEED 2110 OF 1% LEAD. INSPECTION REQUIRED Mechanical Ventilation PLUM91NG System ehall be required ALL,PLCJMBING WASTE per NYS Energy Code ER UNES NEED TESTING TBEFbAE COVERING Must provide Manuals D,3 and S as per TRUSS pLACARDINO REQUIRED NYS Fnergy Code Slower door and ductwork RETAIN STORM WATER RUNOFF testingreTflM& PURSUANT TO CHAPTER 236 OF THE TOWN CODE Fire separation required as per NYS Code All exterior Iighting installed,replaced or repaired shall conform DO,NOTRROCEED WITH, to Chapter 172 FRAMNG UNTIL SURVEY of the Town Code OF FOUNI)ATK)N LOCATION HAS BE N APPROVED. LONG ISLAND SOON D STORM WATER POLLUTION PR''.EVENTION CONCRETE FREDERICK CONSTRUCTION PHASING: S8543900"E COVER OR ROBERT I- CLEAR PROPERTY IN AREA OF CONSTRUCTION TIE LINE PER FILED MAP 104, TTRAFF C.I. GRATE RING WEBER 2- INSTALL SILT FENCE. / 3- CONSTRUCT FOUNDATION FOR NEW HOUSE, PATIO t GARAGE. I SLAB PRECAST CONCRETE 4- INSTALL DRAINAGE STRUCTURES. CHIMNEY 5- FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING. 6"� _ FILTER CLOTH AGAINST 6- PROVIDE GUTTERS/LEADERS AND CONNINECT TO DRAINAGE STRUCTURES. DRAINAGE WOVEN WIRE FENCE W/ ARCHITECT PIPE j DRIVEN 1LI'MIN EINTIO OC INSPECT SILT FENCE WEEKLY HIGH WATER MARK GRADE, EMBED FILTER LAND DISTURBANCE: 12,000 SF I w I i cn I CLOTH 6" INTO GROUND --- 05/23/2023 I TYPICAL O - CLEAR SITE IN AREA OF CONSTRUCTION INCLUDING HOUSE, GARAGE, PATIO, DRIVEWAY. - ______ ---------_----- 2-.- _-- DRAINAGE -� 4 j ASPHALT TRAFFIC DRYWELLS t SANITARY SYSTEM. PROVIDE GUTTERS t LEADERS PIPED TO DRYWELLS. ----------- RING > I BEARING CLEAN FILL WILL BE BROUGHT IN FOR SAN1 ARY SYSTEM AS REQUIRED. I I Top coat EXPECT EXCESS FILL FROM BASEMENT AREAS TO BE REMOVED. I I _ Base � c GRATE _ _ __ I I FLOW O z ;� � PIPE TRENCH TO CONSTRUCTION ENTRANCE AND STAGING AIREA: NEW DRIVEWAY ___ - - ---_- 4 I I tr y oo DRAIN G ------ I I SLOPE �_� DRAINAGE RING -- --- — --------------- 6 -- -- ROCK WAv� i I 8'-O"� �° z STONE �,8j, REMOVE. TOPSOIL IN ALL AREAS OF CONSTIRUCTION. I 2' CLEAN SAND t BLEND STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. --- - - BOTTOM GRAVEL FILL -------- �---------------_ BLUFF--- -- OCK WPL� CROSS SECTION CROSS SECTION TYPICAL SECTION DRAINAGE RING SILT FENCE DETAIL TRENCH DRAIN DRIVEWAY W ZS -- -- -____—---- ---- ---- 1 -10 U1 _20----- _ - __! _____ - 20 - � --_� -_-_ _ ----- -- 22 —_--- - CP rT, _ - 2 _=O W SITE DRAINAGE: 2g J __-- _�----- _ _ ---- —` _---30 -- TEST HOLE DATA PROPERTY OWNER: -- -� " 32 PETER RUTTURA ORU AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Prov!ded) O� -- - - - --_ _ --_--- ------ ----- McDONALD GEOSERVICES 34----- -_---------- JANUARY 8, 2024, 3PM DONNA RUTTURA (U 8' Dia. x 6' Dee w/ Z 40- - _ __---------- -- 36---_-_------ 38 - -- A HOUSE/PATIO (EAST) 150(0 sf x .I66' Rain = 249 cf Traffic Bearing Top p 253.5 cf _ _ ____ _ ______ _ r__ --_`_ _ EL +52' (t) SITUATE: GREENPORT W _ _ _ _ - 40------ O' TOWN OF SOUTHOLD r-"+ B HOUSE/PATIO (WEST) 100+0 sf x .166' Rain = 166 cf (U 8' Dia. x 6' Deep w/ 253 5 Cr Fey_ - _,___ __-- __ __- ------ 42 _____ 0 5' DARK BROWN Traffic Bearing Top LOAM OL SUFFOLK COUNTY, NEW YORK - - - --- ___._--- 46--`_ _- -- 4B- FOX SURVEY INFORMATION: : 50 _ FOX L A D SURVEYING BEACH, NEW YORK C HOUSE: (SOUTH) 12010 sf x .I66' Ram = 199.2 cf lU 8 Dia. x 6 Deep w/ 253.5 cf ----_ - --__ ---__-_ "----___ - DRIVEWAY (WEST) Traffic Bearing Top ___ -- 50 .- �I ---TOP--OF-BLUE __._- -- 52-"" SURVEYED: MAY 23, 2023 F- D GARAGE/BREEZEWAY2000 sf x .I66' Rain = 332 cf (1) 8' Dia. x 8' Deep w/ 338 cf DRIVEWAY (EAST/SOUTH) Traffic Bearing Top DECK & ELEVATIONS ARE REFERENCED TO NAVD 1988 � STEPS House, Garage and Porch Roofs to have Gutters t Leaders \ Connected to Underground Drainage Structures (Typ.) BENCH LOT 20- MAP OF "EASTERN SHORES" FILED APRIL 21, 19L4, MAP NO. 4021 8'O Ring: 42.25 cf/Ft of Height 2.6'E CEHL PER COASTAL i LOTM AREA: 203-SF (TO TIE LINE) EROSION HAZARD �' \ \ ' ' BUILDABLE LAND: 21,013 SF 71 AREA MAP PHOTO PROPOSED SANITARY SYSTEM N0. 51-606-83 SOUTHOLD TOWN ZONING: R-40 z (NONCONFORMING: 20.000 to 39,999 SF) LAST DATED OCT. BROWN CLAYEY NEW I/A OWTS PER SCDHS S'FANDARDS , FOR 6 BEDROOM HOUSE 28, 1�y'' Lit 2 SAND W/ YARDS: (PRINCIPAL SETBACKS) GRAVEL SC FRONT 40' NEW "FUJI-CLEAN" CEN-1 TREATMENT TANK PROVIDING 100 GPD HYDRAULIC FLOW (660 GPD REQUIRED) Lot 19 L t 20 SIDE (ONE): 15' ' SIDE (BOTH): 35' REAR: 50'++ \ o \ ++ r^ SOUTHOLD TOWN LOT COVERAGE: 20% (MAX.) DRAWING TITLE: MEET ALL S.C. DEPT. OF HEALTH SERVICES RIEGULATIONS. \ I ----__ \ ' _ HEIGHT (MAX.): 35', l2) STORIES NOTE: +` \ e - --------_ _\ ++ I/A OWTS TANK GREATER THAN 15' FROM SURFACE WATER ' \ T o SITE PLAN HOUSE: 1918 SF LEACHING GALLEYS GREATER THAN 10)0' FROM SURFACE WATER ,' `� 1 \\1' � FRONT PORCH: 46 SF VA OWTS TANK t LEACH GREATER THIAN 5' FROM BUILDING W/ SLAB '<<I \\ \I '�`S� REAR PORCH: L SF BREEZEWAY: 60 SF LEACHING POOLS GREAI-ER THAN 10' FROM STRUCTURES `� \\ \ + GARAGE: 516 SF , SWIMMING POOL: 450 SF TOTAL: 3301 SF FIN. FL. , �N \ "''HOODED" \ +\ WATER IN EL +58.0'----_-- , BROWN CLAYEY LOT COVERAGE (PROPOSED): 15.19Y _ _ \ _ 10)0' BLUFF SETBACK - � `+ SAND W/ JOB: - � _ _ _ -- - - - _ GRAVEL SC SYSTEM GRADE RISER TO YARDS: (ACCESSORY SETBACKS) GRADE s Si Fence +65Y 1 '+ (LOT SIZE: 20,000 TO 39,999 SF) NEW RESIDENCE ALARM OLLER/ " EL +53.0' ; - +'� E� \ ^_, (� SIDE t REAR: 10' (18' HIGH) PETER/DONNA 4 o APPROVED 1- 1 0- RPE, 1/4" PER FT. 18, IMANHO E 1 " MAN OLE 24" MAN OLE �PU� R�G P(oC"\�\!` ' \ - �W I O 65- SIDE t REAR: 15' (20' HIGH) RUTTURA --------- MIN. PITCH I -4 \N ++ SIDE t REAR: 20' (22' HIGH) —� �1 X30 +++\ �_ - � - - ' '�`+ ' �, O WATER IN INV RT PROVIDE i0 --- - 1�'� + BROWN FINE 900 SOUND DRIVE at HOUSE I V RT 3.e'W + P�`� 1' +�� -rt SAND SP MAXIMUM SIZE: 1200 SF GREENPORT, NEW YORK +- 5�D 3>;3 �, 11� FRONT YARD SETBACK TOWN OF SOUTHOLD EL +52 6' e�EOA1 USE L 516 © INVERT TO SHALLOW PRESSURIZED ; \ PRO?p� r ++ ON WATERFRONT LOT = 40' EL +51.4' DRAIN FIELD (SEE SANITARY w ` + �3• \ ++� SUFFOLK COUNTY, NY PLAN- JOHN CONDON, ENGINEER) o i - p0 �,- + w \ + 6 -5 " ' \ C:N » ' ' A L L O W,4 B L E SCTM# 1000-33-4-04 p05� C' \ + � 5c \3 ;pRO \F „ GROSS FLOOR AREA" ARCHITECT: S4 \NC3 �11+,0 SINGLE FAMILY DWELLING BUILDABLE LAND: 21,013 SF EL +46.4' o EDB)+�.� ----- ="a- l �cJ'(Q t5�a �ara) 111, \�,; N + W/ PUBLIC WATER ( �5 SCTMU 1000-33-4-5 FREDERICK R. WEBER " cRew +, ; R >EL, 5a 0 1 \ +�' LOTS UP TO 30,000 SF: 3350 SF 41 EAST MAPLE ROAD BED OF FUJI CLEAN CEN-1 3.5 + N� FF \ e�+bac� (PLUS AREA IN EXCESS OF 101 SF GREENLAWN, NY II'140 SAND + A4 Z1. 20,000 SF 1013 SF x 10%) TREATMENT TANK SINGLE FAMILY DWELLING 1 W/ PUBLIC WATER `r' 'h „ Ir5T0 ti- \ 'q3q� J TOTAL GFA ALLOWED: 3451 SF 52 OWATER MILL. T 119'tL SCTM# 1000-33-4-3 �a'Jb \ `3z `�s r tba �Z. _ l F NOTE: 15�ae `f+\ s .- tC.O j' walk c 1�, E\ PROPOSED TEL 431 754-5555 ARCHITECTURAL PLANS SHOW GENERAL LAYOUT OF SANITARY SYSTEM. M N 8 �)w). ; , 1 G�cb+ RO 05 `++ i\ "GROSS FLOOR ,4 R E A" fweberarchitect®gahoo.com FOR SPECIFICS AND DETAILS OF CONSTRUCTION SEE SANITARY PLANS I t 2 W l9�` ,;r. e\0A �.' ��S G `' + poi IST FLOOR: 1918 SF AS PREPARED BY JOHIN CONDON, P.E. REVISED MAY 24, 2024 AND / , '+.-�s;. \ pan + �` tAcc� GREATER THAN 14'. 115 SF SEAL: APPROVED BY THE SUFFOLK COUNTY HEALTH DEPARTMENT. Cn i�' ,,,,'D Grate 0�4vE SAtactl 6e e"t ?,R�` !\ +\ ql Cgs , . _ ,gave 81 P Cti +66Q \3• 2ND FLOOR: 1363 SF r , b+ . E O �0,-0 Gr te- FF Zq \ l5etba4 TOTAL GFA: 345L SF O --� ,d "D", (�Blower -- Control "Cs ner GENERAL NOTES: ON-SITE WASTEWATER TREATMENT SYSTEM (I/A) 1$c\eg5%' ! T —— r -- \o Panel �- P I. A OWTS 1 tah 1 7R.EATMENTr' Re +n910, - �, \ ( A THE ENGINEER SHALL OBSERVE THE OWTS PfRIOR TO BACKFILLING AND \. TANK 51 '+ 1 DRAWING SCHEDULE DURING SYSTEM START UP. ` t AN EXECUTED OPERATIONS .AND MAINTENANCIE CONTRACT BETWEEN THE O 1 o 0 O DESCRIPTION + MAINTENANCE PROVIDER AND PROPERTY OWNdER SHALL BE PROVIDED TO SCDHS. 1 s „ � I , THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED � d oel - �� H 1e � + '! Al SITE PLAN BY THE MANUFACTURER PRIOR TO THE ARRIVAL AT THE SITE. -'- 2 �-- � �_ �-__---�_ --I-- � A2 FOUNDATION PLAN A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP. `� ` ='-_- I __� ",,____- THE OWTS .INSTALLER SHALL REGISTER THE OWTS WITH SCDHS USING \i �` o;� spa% R �' t_�11�EXpAt l 1� LEACHING G�;I EYS_. j.H' A3 IST FLOOR PLAN DOCUMENTS PROVIDED BY THE ENGINEER. - "1- /Frame INVERT ELEVATIONS ARE ESTIMATED. THE OW-TS INSTALLER SHALL CONFIRM ROA �. BEN, �v� �? 52 L ? JUNE 28, 2024 � \ ��,4N Va V �J, rate ►- � A4 2ND FLOOR PLAN REV.: JUNE 12, 2024 ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY ANGL 100,00 \ g4w Boxes _ ' So-- DISCREPANCIES. N8535'10"E : 1. ' =4—06t Water A ELEVATIONS (NORTH/SOUTH) S8 35 1 Q W Hydrant (t) DATE: MAY 28 2024 CONTRACTORS SHALL CONFIRM INVERT ELEVATION OF SANITARY LINES AT � Utility AL ELEVATIONS (EAST/WEST), SECTION POINT OF CONNECTION PRIOR; TO CONSTRUCTION. CONTRACTOR TO NOTIFY - 49 THE ENGINEER OF ANY DISCREPANCIES. VEMENT Conn :� .---- ole EDGE OF PA Al SECTIONS SCALE I" � 20' Existing Water +n 1 ian Block Apron p THE OWTS INSTALLER SHALL NOT BACKFILL AsNY WORK PRIOR TO INSPECTIONS Be1g A8 FINISH SCHEDULE/ TRIM JOB NO: w20230'i BY THE ENGINEER AND SCDHS. 100' TO McCANN LANE Connect to Extended THE OWTS INSTALLER IS RESPONSIBLE FOR ALL MARK OUTS OF ALL UNDERGROUND ACROSS THE STREET Gas Main (Approx- A9 INTERIOR ELEVATIONS UTILITIES t SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED. 150' to the West) DRIVE NORTHCONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE, S OUND A9a INTERIOR ELEVATIONS DRAWING NO. COUNTY AND LOCAL SAFETY CODES. FLAN OWTS INSTALLER TO COMPACT AREAS DISTURBED TO 95% PROCTOR DENSITY A10 CODE DETAILS (30 BELOW GRADE, 12" LIFTS, MAX.) 51 2ND FRAMING (IST FLOOR) OWTS INSTALLER SHALL INFORM THE ENGINEER OF ANY OMISSIONS AND/OR S2 ROOF FRAMING (2ND FLOOR) DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. I" = 20'-0" Al ALL 18" AND 24" RISERS SHALL HAVE SAFETY SCREENS AND COVERS AS El ELECTRICAL IST FLOOR PLAN MANUFACTURED BY "TUFF-TITE". E2 ELECTRICAL 2ND FLOOR PLAN, PLUMBING OWTS INSTALLER SHALL NOTIFY SCDHS 48 HOURS PRIOR TO THE INSPECTION. SINGLE FAMILY DWELLING VACANT W/ PUBLIC WATER TASKER LANE E3 ELECTRICAL BASEMENT PLAN OF A10 SCTM� 10 0-33-4--6 SCTM 1000-33-4-31 McCANN LANE i r--------------— ——---—————---------------------------------------------- , I I I I I 8" 30,_411 = 18„ �------------i----•- -- 34'_0" --- i 8„ 13,_0„ o �r I I I I '•r rI Future Swimming Pool Location L----- ------------------- - ---------------------- ---- or 1I f I B C I FREDERICKAl -----------------------_______________________________ ______- ROBERT WEBER I I I I O I I ' I o I 1 ARCHITECT I I ;0 10" P. Conc. Found. Wall 1 I 1 w/ (2) #5 Bars (Top t 1 - Bottom) t 46 Bars 28" oc I I I I I 2'-8" 15"x1°x3/4' Vert. on 30"AT Cont. P. Conc. I I I 1 1 I I I Dowel Perch Slab in w Found. Wall (#5 Bars,130"ocl ; Bearing i ; ; Spread Rvting ai/ (3);#5 Bars I I r— --------------- ---------- ----I------ --------�-----i--- —I----------I---- ---------------I-----I_. L �� I I I I I 1 I 1 I ❑_9 1 0 1 E -i I I I 15" I I A� 'M I l0' r-- Q— ------ --------, r------ — -------- r------ - ----- 6. I 'I/2" 11 - I I I 1 o Slab Spport d 1' 2' IO'-ll"' L-1--2F" 12'_�{„ L I _T{u J ��_-IN � I LL L LL I L- ------ --------� `r I on Partial all I I I I �I r-- -- ., Basemeent Walls (Typ.): 00 (2) I"x 16" I oo I I I ; A I I L2" Closed Cell Spray Foam (RI3) j I `.a �. ® Anchor L____________ __I_ I I cn I I 2x4 Saud Wall, 16' oc I I EJBolts I I I I I , „ I 1 12,_ 11 I „ 10, I 5/8" (Gyp. Bd. Strips to I I I I- 3 _6 ! I 3/4"xl"r:15" _ GrAde I _ 3 Base ff? I/2, � I I I I I � I 14 " 6 1 = --I— I = o N W 8 x 24 Girder I I r� u V 5"x5" COLUMN -' I o I 1..............1.. . � — - I o0 v I , 'KD• --•- -- - - - � I o o u I BEARING "A" (FOUND. WALL) -- I I I I I I I_ V1 1/8' D x & 12" W) „ _ I n IN 4 Bearing I STORAGE I `_=7 I o oc for Girder I I I r cv ^r 4' P. Conc. Slab I O I I I I I OFFICE I I w/ Synthetic Fiber .Q , p � (�{) 5/8"x;14" I 11' Relnforun 'n o0 WU Anchor Boolts 1 I _ I 3'-9" 13 5'-6" 3'-3" I I g Ln I L_-_ I I I L Reinf. P. I I Plywood/BattenI - 1/;2 I I M Conc Hdr. Shelf for I _ Ceding Finish = I OD F� I I Slab Edge I I v tr ~ I ------J V 1 ® owel Porch Slab into Found. Wall (#5 Bars, 30"�c) L-_- - -- F2 ----- I "x4"xl/2" Steel _ I I Egress M 3/4"x10"x10" rl _ 'I � � � �_ I Column on 36"x36"x18" I I Areaway t w Base f� I P. Conc. Ftg. w/ (4) I Window U5 Bars Both Wa s, 4" 3'-4" 4' _ _y ____---- __-----_- " J 12 P. Conc. Found. Wall Ir_____ ___________ _ 1 (B I� "B'7, Extendy these BSMT BATH o ❑ I I w/ (2) 45 Bars (Topp t o, I I Pier/Beam 7�T I I Bottom) t #6 Bars 28 c er 8" 4'-0" I 10' I II'-5" TV Columns to 2nd FI. HALL I „ 8'_8" 9'-l" 30" 10'-0" �° I I'- I Vert. on 30'xl2' Cont. P. C c. IOU5'-10 -------- -- 5"x5" GOLUMIN _-_--_-- I P pet 13'-8" rl—- - I r L- -, I Spread Footing w/ (3) 45 Bar BEARING IF "Bi" (BSMT/FOOTING _ ( 1 25'-8" W 101 x 3 Gr1r er w/ 2xb To Naile Ifs Wei Stiffeng W l0 11 x 30 der w/ xd To Nader {� i I (East Wall Only) beam er 00 Bolted Angle 11 (10) MY I�t►x 5 3/4" W) ;'ihi I I 32„ Pocket `-- I I I I 'I II =vr 1 I l III I 1 14 F- ----- ------- -tom ----r-----------� I ------►- I 14 TJI 36,0, 16 o.c. _ = I --�_" I `__ _- 1111 L___ J BSMT BR (T9P )I L_----- II L————— III S wa lsland d I — a, �, Connection L I + -----� - z z I I I I ;° o RECREATI N a �„ II i, „ " " 111 E ect r Above 14'-10 1 „ " 10D 4 4 3 4 t1 2 2 4 3 -6 4 4 _ 8 I fi-----r 1 ;t — I A 0 I 1 I I - �a 4" P. Co . Slab �� I� II I 3 I/2'� Steel - ------------©- ----------- o I I �- I I = = A I T-----_r I oo .a0 ao = tL= _ �, x w/ S t etic Fiber x � „ 11 11 I 111 Pipe Column on ;r I I 1 a I 1 A� O v 1 1 -----I I x2 „ „ , cal I L I Al _ �`- 1-0"�` _i I I I I N R�(aforcing c� I�_ V 11I II ! I I III P ConcO Ft . QL. _, `p F 2 I I ;;, rwV I I I L-----L I 3=�x=====(2) I�f- LVL_ -------__� x o �L.. _ I ___ III w/ (3) 5 Bars, 2� - �U F- 1 I I I L_3_—, I 1 I `v II I II —1——— 111 Both Wa s (Typ.) 1 24" - I I (2) #5 Bars N I klHaUnd I I •= Plywood/Ba ten _ _j L_ I O = — _ Ceiling Finis ` = III ,_ n n " - (Continuous) - I � tr � II I -J I u 6 0 4 2 -0 4 I co I I Reinf. P. O IM g �� III II ----- ------J --�'� D op _1 L Conc. Hdr. _� .M O i 11 -' 111 ---- i1i � STDR GE 2 11,_ll, I 101_0" I g I E ress _ tin N F tmg ► I I I Cr .`- `'' `� Ln �-II tr II STAIR I W 10 O Gar r w/ 2x6 To Nailer i I ! Areaway t °° i I (2) 14 LVL x (2) 14" LVL `�' P Window #4 Stirrups tr - __________ xJDRAWING TITLE:12 oc I C14 - I I " N Above Block I N i y I - (10 I/2' D x 5 3 �4" W) 3 I 8 I ----- 13 -8 8 -5" ii „L_ III - j L---Q �21,_Il" I I'- o (2) #5 Bars , rr II -5 Solid (T ) Water I FOUNDATION (Extend 18" 00 I ID�a,r _, 19 I II O 11 °� Fan/Coil =9 Heate I I Beyond Opng.) I I " I I - - I n I 14" TJI 3`O, 14, o.c. �11 I I� I/2 - I I = (3) 14" LVL II ul OD MECHANICAL Basement a s (T ): i II II r ~ '— ` Beam Pocket, II I I III 32" - I I Beam Pocket, 2 Closed Cell S ra Foam (RI3) CONCRETE >>-IE�IDER (TYP.) Dro Footing I I Provide 6' 2x4 Stud all, 16'p oc I Provide 6" II II pp Bearing Depth a II III 300 Amp Boiler I I Pelow Landing I Bearm De th 5/8" G Bd. g p nI Electrical Panel I I 3/4 I -O o g p yP II a Reinf. P. I --------- -- --- ------ I of III Conc. Hdr. r-- I 17 Eu, n i U.C. i i i 10) i O rt'— —I' O I JOB: --- : Ref. i ---- --into Foundj. all (#5 Bars, 30" ) 1 ------Dpwe) Porch lab NEW RESIDENCE t-= I ------ Sanitary I l i i i= ---i i „ I l i i I I 3 Lok-Floo N 10" P. Conc. Found. Wall I I 6- I I TED i I I I I w/ 6" Slab I PETER/DONNA w/ (2) 45 Bars (To t I O I - Foundation Wall _--- 1 1 ► I t I RUTTURA p 3 NE C Bottom) t % Bars 28" oc I I Extends 3" I L --- --------J I I I 8" I 4'-8" I 8" I II'-8" 5'-0" Vert. on 30'xl2' Cont. P. Conc. L----------------- Beyond Framing I : . -_____r=__ - - - - - - - . '`: I I I I I 400 SOUND DRIVE Spread Footing w/ (3) #5 Bars I --- --- -- -- ""' I I I 41 ! Drop , GREENPORT. NEW YORK L____ in - -1 8 Footing in -- ---- r---- Drop Footing _ __-____ p TOWN OF SOUTHOLD Wing Walls for -t---—I - I----r I 3' Below LandingSUFFOLK COUNTY, NY Steps to Grade I I I I _._.I _ °° I ° SCTM# 1000-33-4-04 P Conc. Me I ' ' ' I 10" P. Con . Found. WallL J L J „ LJl _I, P. ConG.883 -0 8DrainHai dratAreawa8'-0" ' " ' " 4'-9" I 8" 5' ll 0i i i i i I g I y Bottom)#t 4 rBarso32 oc ARCHITECT: Dr " „ " 10"I (12 Teas II" i i i I 1 Vert. on 30" IT Cont. P. Conc. v , , , , , , 1 Spread Footingu/ (3) #0 Bars FREDERICK R. WEBER r— ' — r — -- --+—+— —I--I� L----- ---1 41 EAST MAPLE ROAD P_Conc_Header I GREENLAWN. NY 11140 Drop .—.—. I --\__8 52 NOYAC PATH Footin� _ I WATER MILL. NY 119'14 TEL L31 '154-5555 I 1 II 1 I fweberarchitect9yahoo.com I I 3" Lok-Floor 20 Ga. G60 Galy. F161sh/ 1° to 5 112" P. Conc, Slab, 4000 01 w/ 44 Rebars, 12" oc Each Way, Steel: Deck o be 3•Span Continuous (Above) I I SEAL: B I I I NOTES: 12" P. Co c. Found. Wall • w/ (2) 45 Bars (Topp t A� I " I „ I I Bottom) t 46 Bars 28" oc :•*i I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER I 10 22 �2 1_0 I Vert. on 30 AT Cont. P. Conc. PARALLEL PARTITIONS AND AROUND ALL OPENINGS. Spread Footi g w/ (3) #5 Bars ` f (Eas' Gara a Wall Only) I I v l v l I I �� •f, t ` • 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. I I �7 BASEMENT I I 'r (STORAGI 3) _i r- a I � � I I I ;. 3- ALL WALLS SEPARATIING GARAGE FROM HOUSE 1 �v _ ....................................... ............................ ......... ......................................I... ..... , TO BE 1-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) n � I I �I 4" P. Conc. Blab `�' x D - w/ Synthetic:Fiber `4 I I 4- ALL STEEL GIRDERS (BEARING ON P.CONC. = Reinforcing 1 I D FOUNDATION WALL TO HAVE 4"x6"A/2" S.PL. A6 (UNLESS OTHERWISE NOTED) 3" Lok-Floor 20 Ga J G60 Galy. Finish/ IN to 5 112" P. Conc. Slab, 4000 Ipsi 5- ALL COLUMNS TO HAVE 4"AO"xl/2" B.PL. NORTH I I w/ #4 Rebars, 12" oc Each Way, Steel: Deck o be 3�Span Continuous (Above) I ' REV.: (UNLESS OTHERWISE NOTED) FOUNDATION F) LAN � � 0,r I 11_4. �, " 71_4„ I 4- BASEMENT SLAB TO HAVE SYNTHETIC FIBER REINFORCING. or ' 1 Conc Pier w/ I DATE. JUNE �$. 2024 PROVIDE CONTROL JOINTS 14' OC (MAX.) I�,r{�� = I�-011 I 14" Dee P, Conc. I I SCALE I/4" I"-O" F g. w/ 'M) #5 Bars I 1 I Both Was, Girder on I I JOB NO: W20230"I �- STEEL :SHALL BE ASTM A-36 (EXCEPT I I i /4"x 5Ix 16" Steel I I PIPE COL WHICH SHALL CONFORM TO I I Baring ibl. (Typ. Qty. 2) I I ASTM A53 ROUND PliPE). STEEL WORK SHALL CONFORM TO THE LATEST RISC SPEC. 1 I I I I DRAWING NO. r— I I — — --� L_________— L----____ L_____——__J a I I = I — I O I I I L ----------------------------------------------- —� A2 24,_O" OF AIO C Al I'-O" 30'-0" 1'-O" 21_411 POOL (Future) B C WINDOW SCHEDULE Al �PATIO Al Stone Counter Unit Model � R.O. Area FREDERICK Bluestone Pavers t Countertop Opng Egress ROBERT ® ADH3250 3'-2"x 5'-0" Yes WEBER (Gable Above) (Gable Above) Grill Oi Oi " 12 -0„ 13 -81/ 35 -4" Gas r © ADH2640 2'-4"x 4'-O" No 8 -4 0 Connect on i IT-II" 13'-2" ADH2438 2'-4"x 3'-8" ARCHITECT" O O ADH2638 2'-4"x 3'-8" No 11-101, 3 2 3„ a '9 O ADH2650 2'-Vx 5'-0" No ------- Dn Dn O ADH2O40 2'-O"x 4'-O" No C E II _ I cv A P P ^ iy OG ADH2634 2'-L"x 3'-4" No Qa A3 I a- AI 13'-2" 34,-4„ O APW2634 2'-L'x 3'-4" No O ATF-3218 3'-2"x I'-8" No Stone Faced EPOCH = r Fireplace I Bluest a Pavers O AOVLD2030 T-0'x 3'-O" No w t Chimney " II of O 42 II Blues one = firebox�I Hearth ;° Dn A O ACW2638 2'-6"x 3'-8" Yes Wood Burning o 4 g ' O ADH2O34 2'-O"x 3'-4" No I Fireplace (Pepe w for Future Gas) P \ L'-0" 1"I i GREAT ROOM OINING ROOM N AAN2020 2'-0"x T-O" No I = Model Numbers Refer to "Andersen" A-Series, Tn OM ® Dn I I cn "Storm Watch", Impact Resistant Glass, PG -10/10, I I -C;, Egress Window Low w/Argon Glass, Simulated Divided Light Areaway w/ w Bluestone Wall Cap i : N t Hinged Grate O - P a Dbl. I I M ;r 30 Hahging i I I Stone Hearth BAR I I Wood Mantle Stone Surround _ - I TV (Above) _ ao - I I `-- Wood Beam Enclosure: ---- - ---- -- ------------- _ ---- O D,1• Propane - --------------- o Dn 13R Hanging Fire lace = ' Dresse / - I I o aM --- -- ---------------- -- ------- " 15,_O„ 4" Vanit 6'-I( " 4 -2{_8„ "r---- 5,=4,r-- „ $, „ 3'-8" 10,_4" ,�-„ „ .r : ..: a ------------------------------ I 3 2 �O Guard Island : p Rail , MASTER BEDROOM ____ 21_10" ' -- - Cooktop I E(Eole�ct)o� A = r `r (Her) Dal.in U.G. i I r- (Elec.) 4­__��CD ' 9 9 I I 16 5 4 13, �i .......................... ........... , ,BeYera A Al ' �RefLri� I j Dn O v ---Sng--- --- i I I 32„4„ 2_4, „� 3,_4„ " 0 22'-2" Al Rail Hanging= L I _-_ _ DOOR SCHEDULE � <r I I 2 3 9 STAIR -� KITCHEN o �.N cv E to HALL 12 30„ " 2,_8„ 14„ Il,_4„ 4„ 2,_8„ FIT�o„ \_ Unit Model Width t Height o 32" W.0 32" Pocket 1O I = I i Front Door w/ Sidelltes, 3'-O'x T-O" Door w/ Door Wood Paneling q ------ ----, i i . ------, ; O "Simpson", Model 1508 (2) I'-2'x T-0" Welites _ in Foyer Area _ , I DW I I Sink I I ZStA_I I tr v 24 24 = $ `r <_'" ' I Mudroom Door 2,_ . " "Simpson", Model '1508 B x 1-0 (Door) DRAWING TITLE: 30" 28" , _ FOYER I'-I�" := 32" ; " " o 12'xl2' D li LINEN -i ' 6 �= Bench/Hooks ]1tone Ci tert p w/ , 3 Andersen FWHID3113, Stationary 3-I x 1-3 (R.O.) cam, _ - o binet A ove ___ French Door, Im act, PG Upgrade (1' Door- Custom) M Ni he Ha rging o Open to Hand s I 20 - ----- p pg IST FLOOR ih `~ L„ - '� '- $ nch� I N Above Rail i� ��ai` D Wood C nte�top =i "Andersen" FWHID6013APLR, Inswing L'-O"x T-3" (R.O.) 9 0 i and n w _ w/ Open Shdlves c� ® French Door, Impact, PG Upgrade 11' Door- Custom) cl= W.LC. D h Newef 3 CQA S (2 I ' fhe v s Above t Below p P9 (His)...... }fa iging.. - - - Line of Wall Above Post 'Andersen" FW ID601 I "x 1' " (R Vanity nity.,iu/ :1�..1..... a....... ------ -------------- -- -----� - 3.2.r.. 32° I O n e Inswing ) . ....... .. . .. .. .. .. .. .. .............. rsen 3PALR sw 6 3 0. Gu Stone I ii"e To .............. `�...I I'OWnER. .�...... ..................................... ; M R PANTRY I French Door, Impact, PG Upgrade (1 Door- Custom) ,ail " S �1. "' N Up I6R. I I o _ 66 - " "Andersen" FWHID601353, Fixed L'-0"x 1'-3" (R.O.) Ha in �....... �.-10... 28 i 6" II'-8„ 4" 32,eo - ' 6 French Door, Impact, PG Upgrade (1' Door- Custom) 5'- " „ �r Ned. Med. i - nk ,MAIC: "Therma-Tru", Classic Craft Cab. Dresser = , = I pDn2R , o%Upper t I t "jem si , O 2'-B'x L'-8' (Door) Cab, i O n L bin I ,Model CCA220, Top Glass (Garage)Tub I I = I I B I I Hanging Rod ® Therma-Tru , Classic Craft 3'-0'x L'-8' (Door) Model CCA220, Top Glass (Basemen NEW RESIDENCE COVERED I I O II Above Sink © © Therma-Tru SmoothStar , PETER/DONNA cv I I 2 -4 1 0 2 4 3 8 = O 'Model S2102, 2/3 Glass, (Basement) 2'-4" 2'-8" I'-II" 2'-0" I I '-4" 5'-10" 5' 18"I 2'-6" I' ll' 2'_8" i4 - " " „ '— " 3-o x L-8 (Door) RUTTURA F F F� ___ ________________ 12" Bluestone I I pn -Ln Model Numbers Refer to "Andersen" A-Series. 400 SOUND DRIVE " , „ " „ Coping (T ) I BREEZEWAY I Clad, w/ Low E4 Tempered Glass w/ Argon 3 2- "2 -0 9 Lxd Pressure Treated Dn 3R p 9 yp I Bluestone Pavers I 2R _ Impact Glass Performance Upgrade, P g GREENPORT. NEW YORK „ , „ „ Post, Encase in IxIO " " „ t " I pG 65/�O 3 -10 8 -0 13 -10 Versatex, StrapToIll-goo5 0 I 6 0 I II'-8" Guard Rail 5' 0" Verify Operation SU WOTOWN OK COUNTY, D to Header, Post Base I I w/ Anchor Bolts (Typ.) I I NY °0 SCTM# 1000-33-4-04 I I Hand ail 8'-O" " " I -� - " ARCHITECT: I-4 6 5 -0 L II - L.- 8 = Dn O WALK 2R I I 13R i Bluestone Pavers 3' Ot /(\�) 8. I FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 o D 2R I I I I I 52 NOYAC PATH ri WATER MILL. NY 11914 SQUARE FOOTAGE: t l l t 1 1 III I II TEL L31 154-5555 III I I I fweberarchitecteyahoo.com p III I I I P. Conc. Apron, III I I I IST FLOOR: 1918 SF Face w/Belgian III I I I SEAL: - -. FRAMING /� Block Pavers III ( I I r J RAMINCE NOTES: 2ND FLOOR: 1363 SF � - ..-- .. g o Pitch to Oyhd! �oors TOTAL LIVING: 3341 SF I ' I I I ' ; I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER i ;�;.l�.��x �• `• A ( oo 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8 MIN. THICKNESS OR AS NOTED. IST +14' HEIGHT: 115 SF X III I I I 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TOTAL GFA: 3454 SF " ,.. TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. „ „ 4. ALL HEADER: L -O AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. 9 -0 AND OVER WITH TRIPLE UPRIGHTS. COVERED ENTRY: 46 SF III Attic ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN L" WALL OR AS SHOWN ON DRAWINGS. BREEZEWAY: 60 SF III Access -- _ SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. -- S. REAR PORCH: 191 SF I ----- I -{ PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. I I I I I I o o ..__...._- GARAGE: 516 SF I I I I GARA E t l I 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. I I I I t I M �+- _____________.+� �_ I____� I I 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. D --- 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. A6 Conc. Slab D III on Metal Deck I I A6 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2xL STUDS SHALL RECIEVE 5-IOD NAILS AT SILL o III I I I AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. NORTH rra III 15/8" Type "X" I I 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND LID 6 12" O.C. INTERMEDIATE. 1ST FLOOR III I and on Walls I I REV.: III I and Ceding I I 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" DATE: JUNE 2�. 2024 OR APPROVED EQUAL. o ill I 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL ,JOISTS, I/�{'� = I -O III I I I SCALE : 1/4" - 11-00 GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS x III I I I SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR a- III I I I JOB NO: w202301 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. I I I of" III 23,T0„ 13. ALL MULTIPLE: LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS ,s 24" O.C. I I I I 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. III I I I DRAWING NO. -------------+�' I I I 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. I I t I I II I II � O 8,_9" 2'-O" KAI"J'[2"�"'-O 8'-9" 21_9" 24'-0" OF AIO C Al B WINDOW SCE--IDUL Unit Model # Area FREDERICK R.O. Opng Egress ROBERT ® ADH3250 3'-2"x 5'-0" Yes WEBER © ADH2640 T-L"x 4'-O" No © ADH2438 2'-�"x 3'-8" No ARCHITECT 2'-8" 3'-9I/2" 3'-2' 3" 3'-2" 3'-9I/2" V-9 1/2" 3'-2" 3" V-2" 3'-9 1/2" OD ADH2638 2'-6"x 3'-8" No O (Ab e) O O (A e) O ® ® AO ® ADH2650 2'-6"x 5'-O" No r+ k22 -- - -------------- Q ADH2O40 2'-O"x �{'-O" No A� `° I2 -2 1 I 3,-8T-L" 2'- "iPitch( Flat C din I Pitc = ROOF I I 1 O ADH2L34 2'-6"x 3'-4" No o---� EPrtch I Flat C din I Prtc E ROOO �,rn. I I rn I `�' o O I in HO APW2634 2'-6"x 3'-4" No 72vin Wall Tile ® 1 me ess I ! Shower/WC O ATF3218 3'-2"x 1'-8" No ower clos e I I I I / Bench r Cle s_ KO AOVLD2030 2'-0"x 3'-0" No w _ � i -' BEDROOM I Med. Wal Til s Niche `� BEDROOM 2 i / " O ACW2L38 2'-6"x 3'-8" Yes (v) �` -- Cab. L - 3 - _"_- Pt ADH2O34 2'-0"x 3'-4" No Shel es Single / _ 1 Hangrrhg i i �/ 1 �, O AAN2020 2'-O"x T-O" No " ,— „ _ ,— , " , " I u Cabinet Q n 13 -2 4 8 8 iv 4 OI �{ I 13 -2 = L Med. 28 = Cab. �O Model Numbers Refer to "Andersen" A-Series, W.LC. I I I i '^ 1 = I 128% � cv "Storm Watch", Impact Resistant Glass. PG �O/1O, v� = I Pull-Dolan Altic / I ..Q . / I - Low-E4 w/Argon Glass, Simulated Divided Light r, Wall I lie >s / 1 ..................... .... , ..... Stackable _ ------- Shower/WC ;, �/ 3O„ - I Stairs (2 "x4") ---------- ----� _ --- Ridge _41- ---- cn - W/D 3O„ /_ Rid e_ 4" .' 04 el O8, Clg. — Double ngrng 8_C1g - - _- -� -- - 00 Dbl! W.I. o "xl2" Tub— _ ►n r+ 3,_2„ L„ 5,_3„ � �- �,_�„ „ I,_4" ,4„ 32„ j /� ` `�' 4' NicRe;O so-Oil 3, cn I - 2'x12' - i I I m ; .... .....- y Nrche b- I I UPPER HALL] r-- -' 20' - - - -- / ` Dbl. Sgl. i i -Wall O Med. - --I---- - I Cab. - �gl. bl. I I " f O I = -� t;L- E3at or i = i -s- _1 G1g Sgl. q cv W1 . " - = ao O LINEN -28 I CL. iv 8\CIg. -3 �Wood Pane in - „ = 1 \ � i I �to 3'-4" gt. � Flu Enclosure I I i 28' " On - 3'-8" gel I0\. _ \ � /A% _ 1 i i \ 1 I - A'1 DOOR SCHEDULE 1 ROOF I � 1 --Rail-- --- j � � Med. I - - --- -- I I Cab. O I I I 1 op Header i Unit Model # `y Bun O Buihk I Width I Height I O I Lie of Cig. Break v I i BE ROOM 3 ` I ------ -------- --- -- ; I BEDRO jM 4 I i q I ROOF O Front Door w/ Sidelites, 3'-O'x T-0" Door w/ 1 (2) I'-2'x T-0' Sudelites Simpson . Model �508 m p " rn 13 .2 I of I 2 Mudroom Door " i v I 13 2 1 Il -8 1 �� " - o I O "Sim son Model 1508 2-8 x 1-0 (Door) DRAWING TITLE: UI UI oo Open to p o 1 Below I "Andersen" FWHID3I13, Stationar 3'-I'x T-3' (R.O.) ��� i° ® I I _� I a ! I 1 O French Door, Impact, PG Upgr de (T Door- Custom) 2ND FLOOR "Andersen" FWHID6013APLR, Inswing 4'-0"x T-3' (R.O.) I I I French Door, Impact, PG Upgrade (T Door- Custom) ci 1 I � � I 0 5 'Andersen" FWHID6013PALR, Inswing I'-0"x T-3" (R.O.) French Door, Impact, PG Upgrade (T Door- Custom) Andersen FWHIDLO1355, Fixed 6 0 x 1-3 (R.O.) H o I t 3'-9 I/2' 0 3'-2" " 3'-2" 3'-9 I/2" I'-IO" 2'-6' 2'-6" 2'-6" I'-lO" 13'-9 I/2" 3'-2" 3" 3'-2"0 3'-9 I/2" q'-0" O I French Door, Impact, PG Upgrade (T Door- Custom) 99 I 'q- J (Above) D I of i I JD (Above) O I "Therma-Tru", Classic Craft 1 _ _ I I - I 1 Model CCA220, Top Glass (Garage) 2-8 x 6,-8 (Door) r-- ------------- "Therma-Tru", Classic Craft JOB. I I ® Model CCA220, Top Glass (Basemen )3-0 x 6-8 (Door) NEW RESIDENCE i9 I ROOF I 1 ------- ® "Therma-Tru", SmoothStar 3'-O' C-8' (Door) PETER/DONNA --- -- - I I ROOF Model 52102, 2/3 Glass, (Basement) x RUTTURA I ------------------------ Model Numbers Refer to "Andersen" A-Series, 900 SOUND DRIVE Clad, w/ Low E4 Tempered Glass w/ Argon GREENPORT, NEW YORK 13'-2" IN 13,_2" „ Impact Glass, Performance Upgrade, PG (.5/10 TOWN OF SOUTHOLD Verify Operation SUFFOLK COUNTY, NY SCTM# 1000-33-4-04 (Gable End) (Gable En ) ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL. NY 119% TEL L31 154-5555 fweberarchitectmyahoo.com FRAMING NOTES: SEAL: SQUARE FOOTAGE: v ..,. I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 05: 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 2ND FLOOR: 1363 SF ,cK n r . 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD fj %.,, TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS V-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. r!ffy, PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. �i- `= 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. D 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. AL D ROOF AL 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2xL STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. NORTH 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D ® 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. 2ND FLOOR PLAN REV.: 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. DATE: JUNE 28. 2024 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, SCALE ; I/4" - 1'-O" GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. JOB NO: w202SO'1 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF I/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIR,ESTOPPING AT ALL LEVEL PENETRATIONS. DRAWING NO. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. A4 OF AIO C Al ♦-------------------------------------------------------------------------------------------------- / ♦,' 3" Bluestorle� 35' HEIGHT Chimney Cap \ �O III1IIIIII1♦,/'C♦ ♦ �/',♦ ♦/♦/ / '—/I'I ♦IIIIIII�II I II� ♦ ♦I \'\i\'\\�\� ,O\' \,\i\,\---I -,--'--IIIIIIIII II -IIIIIIIII I V-�-'L-�O�J-W--_-J�� \I_\- ---`\--x I•-------\i\,-\,\----i- �\ \Ix\8\"Ve_rs a`t\e x-" Rake Bd. w/ -------------- - -------------------------------- ------------- Ram's Crown t..iIIIII IIII II lII lIIII I lI 3 `\ `--`—r `\ ` \\ \ \ ` fi II1III1I I rII I I I OO FREDEW' R l IC K Ix6 Freeze Bd. ROBERT WEBER L.C. Copp Cricket ARCHITECT Masonry Chimney --------------- w/ Stone Facing GT 1 1 En LU SKY PLANE ------ --- �- -----------=-------- -- ---------------------------- — ------- -------- \ Ix8 "Versatex" Fascia Bd. w/ Half Round 5KY2\Alum. Gutter PLANE Red Cedar Sidewall Shingles. L" Exposure (Typ.) Weaved Corners GEL +54'RADE ---------- Shingle Flare------------------- ---------------------- — ----------- ---- ————————— EL r L_iceL--J PROPERTY LINE 18'-10 1/2" 6 -0" -- ------- - - ------------------------ {' IIIIIj1Ij - 4\5° /s_'' __ �' ��♦'/ /♦'' _ ,,' �/' / ♦''/♦�♦/'/ '' I -,-,1--- -��'®i, ®\\ =`\ i 1e\ \ i I - --------------=:----------------------------------I --�-/--,--1-------�--.—--i--�--e\�O-\ze--\y-----••-• •----•-•— 35' HEIGHT \g-•\'- • •_ L � oII NORTH ELEVATION I \� \\I � \\\I \_ \ \ SUDFRFOAL WKI NCGO UTITLE: 1/411 I'-o" Framed Flue Enclosure \ ELEVATIONS w/ ThnStoneVeneer, Cara t Rain p for Flue JOB: Xam NEW RESIDENCE 1 in PETER/DONNA RUTTURA 900 SOUND DRIVE r ------- GREENPORT. NEW YOR K TOWN OF SOUTHOLD w SCTM# 1000-33-4-04 -- ----------------- r ARCHITECT: PIK ' u H N H< e r Fascia Bd. w/ FREDERICK R. WEBER Half Round 41 EAST MAPLE ROAD Alum. Gutter GREENLAWN" NY 11140 Lr- 52 NOYAC PATH Oil WATER MILL. NY 11914 - ------- Roc I i i�IIIIII ISO - --------- IiiIIIIiII III I T..,E�,L' � 6,3...1�.—.i,.-1 ,.l.-5:.;- ,4,a.-5.,r5'.5. 5 KY tweberarchitectayahoo.com\ PLANE SKY SEAL PLANE ® LL ffront Porch M.Bath 0 Shingle Flare Stucco __ GRADE GRADE EL +5L I Stone Veneer on Porch EL '' Found. Above Grade REV.: PROPERTY LINE rL_� r-'-1, DATE: JUNE 28, 202 }4 rL-_J SCALE 1'-0 i/ " JOB NO: w202301 EL +47' 9 I/2" I8'-10 1/2„ 1 I --- --- ---------------+---- _ - —————————— I I DRAWING NO. L��H I --------J-1---------------------I -J-1 r ------ ----------J -i - SOUTH ELEVATION- OF AIO 3" Bluestone Chimney Cap FREDERICK - - -- -- ---- - - ------- - - - -- =--- ---------------------------- ROBERT WEBER ARCHITECT - -- ------ - - - - --------- I -- - Ix8 "Versatex" ® --•••• : Fascia Bd. w/ FP7:� Half Round - Alum. Gutter Ill I I I ll FP I e Ral I I I 1 11 M ; O IWI B --—————— ————----------j -- -- -------——————————— Oax o r r s I 12 - - ------- - - -- -------- F--�—I — IIII as . . .. . . . .. . . . . .. . . . I I I rII II IIIFil� I I 1�1 I I 5 111 11 1 1 1 r t 01 11 1 11 1 Sldewall Shingles. f� will ii II lill1 I 6" Exposure (Typ.) V 1 I I I I I O O 1 1 "Weaved" Corners 1 I I 3� 1 1 , I. III I I II w 114' I I II _ 11 JI __-_-__I_-_ Step Down I I Shingle Flare ------- 1------ - _ - - - - - I __==== r-------- - I I I I I I ii R--------, ! I I I I I I I I Areaway I I I� III I I I II + I l< I I I 1 I I I I I �. J�`- f I I __==_ may i i ii i'�� ��i --- I iii---7--� i i I I 1 I I l0 -0 I 24'70" I I J l I LL-----I I I I I r -1 I I I------—Irr --Irr L-J------L '------------------- #"/__=====Lrt- ----- 1 -C L --J I L--- - -------------- -� J 1—_—___—_———1———————L J_ L I __________________ ______ ————__________ __ ___ L- I I I i I L_ L---------------J L---J Drop Footing DRAWING TITLE: WEST ELEVATION L-----' ELEVATIONS - -- ------ -- ----------------- ------- ---- ----------------------- - JOB: NEW RESIDENCE PETER/DONNA RUTTURA 900 SOUND DRIVE GREENPORT, NEW YORK �� � - - ---- ---------- -- -------- - ----T Ix8 '-Versatex" TOWN OF SOUTHOLD �`Ilj I I IS' High Ridge • • • •• • • Fascia Bd. w/ SUFFOLK COUNTY, NY -------- ------- - -------------------------- Half Round SCTM# 1000-33-4-04 Asphalt Roof Shingles, �� Alum. Gutter ARCHITECT: II 1V8" LVL Ridge (High Wind Nailing) 11 Fill Shingle Underlayment. ---------- ----------- - -------- -- -- -- -------- 12 L_�Jd M 12 Fully Adhered O'er Manufacturer) �� 4 FREDERICK R. WEBER i 5/8" Plywood \�� _ O 41 EAST MAPLE ROAD 12 GREENLAWN, NY 11140 2x10 R.R. ��� 52 NOYAC PATH 2x4 Studs. 16 oc "Hurricane" Strap �� 4 WATER MILL. NY 119%L - - �y 32" oc, w/ on All Rafters - -- -- --------wd. - I \I/2" Plywd, Full Width 2" "Strongback" P y Sheathing in - - ---------------1- --- to Lap Wall f� 45° ` - � - .�.- _.�- � ________ - � TEL 431 'iS4-5SSS 6' 2x10 C.J.,:16" oc I `� �� ---------------- -rr-------- ----- p fweberarchitectsyahoo.com ------------ ---� - _ m, Ix8 Fascia Bd. j Ix6 T(G Soffit I SEAL: II 1 11 1 1 1 •I I I 'sr• -� W '� WALL (Typ.) I I I ® I IlL t z Shingles I i 2A Mahogany Top I I a[Food Blueskin" House Wrap t Bottom Rail w/ ' (Unheated) ill FFT 5/8" F-Igul Sheathing PVC Balusters, I 1 ,q _ t I 6 F.G. Batts 10 Vert.l 4 I/2" cc I I O ® 3' ":Lok-Floor" 20 Ga. G40 5/8" Gil Height i I I _ Coll II Galt'. Steel Deck, Continuous Over 3-Spans/ l" to 5 I/2' (2) 2x6 Pressure ' Treated Sill w/ I I I Thick Conc. Slab, 4000 psi w/ 5/8" Dia. x 16" I I I n Top of Slab 44 Rebars, 12' cc Each Way Anchor Bolts I El +56'-0" (Pitch to Overhead Doors) *Mll * cv 32" oc GRILL I Grade I _ _ _ _ _ - - - - I : Found. Ledge 1 _ 12" P. Conc. Found. Wall I I --------I II II I II I I I IIIll —II I —'I�--L--i-'I- 4 —WF Girder w/ (2) s5 Bars (Top ------ for Slab (Typ•) ---- I I1I II—III I_—.I--_---_--L--_---_-�_--�uIII�III IIIII II IIII III II REV.:Bottom) ( #4 Bars 32" oc ro erty --_---- Line -------JVert. on 30"AT Cont. II I I ICI E nr sa L-----__ I I WdowP. Conc. Footing W DATE: JUNE 28 2024 CIII " �' ' I2' - _4 1 r------- :III r-------J � IIIII � I I i t I IIIII I\Q\ I' i 1 SCALE BASEMENT ------_ r ao I ao v' rk I ao iiI II II III IIII I -------7II I1I --______-_-_- III III1I 38'-0" iJ1 tI1II III ___— - IIII III JOB NO: w2O23O1 F------- 4" P. Conc. Slab op of Footin j------- 44" M X. _ SIII III .w/ Synthetic Fiber El +4�'-5 1/2" 24, D 4101-0, Reinforcing DRAWING NO. L---------------------T- I I I --------------------J 1 -------j F-_--L--�----- I -�----------------- -J- I--------�-1 ---� I - -I-I I- I J I r --------------------T-------------------- i- - � C I1------------ C- ------ I---------- I ��—T—_____ T I�———T ^—————————————————— J ____——J J_ I_ _———_ r__——____— _-•-'- L__J L__J L___J L _J L _J I I L__J L__J I J I I I I I Drop Footing L----.J L----J I I I L_..:..--J L-- S E C T 10 l�l D l� L__J L__J 1/4" = 1'-0 " OF A1O � ' U " LVL 3 5/8" 2 1/8" FREDERICK F I N I S H S C H E D U L E ROBERT WEBER SPACE FLOOR BASE CHAIR CROWN WALL5 CEILING HGT. REMARKS 0 -9 — w 43 w W w w ARCHITECT q -� x u) 07 u7 C) Z W Z m > ;? `„ C ro u7 W Y CA m m O O a m v ~ > ¢ _ c W v I w QC ❑ O cr) W O O Z W w' Q - U m f- ¢ ¢ V W w m CL F- w ❑ F- (L O O U W Q. C) �r v- o Q z „ a ac oc ao N ?- U [L 9 � W [A Z \ ;r w z o w e- m U U w u \ a[ �[ W O w z > w d w — — Z LL z w �_ ^—� w LU w Z Z (L F- z Z 'n O O 1- U (L v- I- U x U Imo-- �n `r •r z O � > = o uZi OU0 x > Z: cal FOYER (Coats) Q I ® Q Q Q Varies Paneling (Full Hgt.) GREAT ROOM ® 1 Q ® ® ® 91-0" DINING ROOM ® ® ® Q Q 9'-0" KITCHEN ® ® ® 61 ® ® ® 9'-0° OPANTRY ® ® ® ® Q ® 9'-0" _t LAUNDRY ® Q Q Q ® Q 91_0" W 1L MUDROOM (Coats) ® Q Q Q Q Q Q 1 9'-0" Vert. Bd. to 6V Hgt. �../ ~ BAR AREA Q ® ® 9'-0" Paneling (Full Hgt.) POWDER ROOM Q Q ® ® ® ® 9'-0" Horiz. Bds, to 42" Hgt. W MASTER BEDROOM HALL. Q 1 1 Q ® Q Q Q 9'-0" Paneling to 42" Hgt. MASTER BEDROOM Q 1 Q Q © ® 9'-0" MASTER BATH ® ® ® ® ® ® ® ® 9'-0" Wall Tile to 42" Hgt. V 1 MASTER WIC (His) Q ® 8 ® Q 9'-0" W MASTER WIC (Her) ® Q Q Q 9'-0" 5 1/4" COVE 1/14" COVE N FRONT PORCH Q ® 149 ® 1 61 w FULL SIZE FULL SIZE REAR PORCH 01 ® ® ® Q BREEZEWAY Q Q Q Q GARAGE ® ® 49 ® Q 1 5/8" Type "X" GWB MAIN STAIR ® ® ® ® Q ® ® Varies Panels to 42" Hgt.— 2nd FI. BASEMENT STAIR ® ® Q Q Varies UPPER HALL Q Q Q ® Q Q ® 8'-0" Paneling to 42" Hgt. BEDROOM I ® ® Q Q Q Tray BR I- W.I.C. Q ® ® ® ® Q BATH 1 ® ® ® Q Q ® ® ® 8'-0" Wall Tile to 42" Hgt. BEDROOM 2 ® ® 00 Q Tray CAP 1L BR 2- W.I.C. Q © ® Q 8'_0" MOULDING Q BATH 2 Q ® ® Q Q 00 ® 8'-0" Wall Tile to 42" Hgt. tY BEDROOM 3 (CL) ® Q ® Q Q Tray DRAWING TITLE: BATH 3 Q Q Q Q 40 Q Q Q 8'-0" Wall Tile to 42" Hgt. COVE BEDROOM 4 (CL) Q Q ® ® Q Tray FINISH BATH 4 Q Q Q Q Q 00 ® 8'-0" Wall Tile to 42" Hgt. SCHEDULE CAP CAP CAP LINEN t W/O 40 ® Q Q Q 8'-0" MOULDING MOULDING MOULDING 3/4 L TRIM RECREATION @ ® ® ® Q 9'-0" WINE CELLAR ® Q 0 ® ® Q 9'-0" z STORAGE I ® Q ® ® 9'-0" IFUAALL OF LUBSMT HALL ® Q Q ® q1_O" COVE COVE COVE lU OFFICE Q ® Q ® q1_0" iv JOB: NEW RESIDENCE < BSMT BATH f3 Q Q e ® q'-0° PETER/DONNA M BSMT BR ® 8 Q q'-0" RUTTURA Ix6 HORIZ, V RO 400 SOUND DRIVE WAINSCOTING VERTICAL GREENPORT. NEW YORK STORAGE 2 ® ® ® ® q —0 2 I/2" GWB GWB W/I NICKEL PLAP 5WB VERTICAL • MECHANICAL ROOM Hk,. ® Q ® 00 q'-0" STILES t JOINT BD. (OPTION OLD GARAGE STORAGE 3 Q Q ® ® RAILS W/ BEAD) SU FOTOWN LK COUNTY, NY 3/4" ► "" SCTM# 1000-33-4-04 BACK GYP. BD. ARCHITECT: BAND FREDERICK R. WEBER 41 EAST MAPLE ROAD �- GREENLAWN. NY 11140 1/4" 52 NOYAC PATH v- VENEER WATER MILL. NY 11914 m PLYWOOD 0) ALL ELECTRICAL RECEPTACLES 3/4NOTE: " TEL L31154-5555 BACK I/8" I/ " TO BE INST LLED fweberarchitectsyahoo.com HORIZONTALLY IN BASE BAND 3/4x5/8 MOULDING (UNLESS OTHERWISE iv 3 I/2" I/4 NOSE: t NOTED) WINDOW COVE , WINDOW _ PANEL 3/4 UJINDOUJ/DOOR MOLDING I 1 HEADC� Y 4" SQUARE EDGE- Halft ; Full Size Half Full Size '� RE EPTBASE UNDER I/4 / / i I C CLE �OVER SHOWER CURB, 2 3/4" x 4 2" W. CABINETS, ETC. Ix8 Ix8 5/4x8 5/4x8 (TYPICA ) BASE BASE BASE BASE -- tr M M N REV.: `r SHOE OU D DATE: JUNE 28. 2024 Note: Where Window Sills M SCALE : AS NOTED Occur Directly _ c4 Above Countertops, I/2" I/8" 1/8" 1/ SHOE SHOE SHOE SHOE SHOE MOUL JOB NO: w20230-1 Eliminate Casingand m Extend cksp ash to 1/41/4" WIDTH AS REQUIRED DRAWING NO. WINDOW SILL— Underside of Sill - ELEVATION U1INDOW 3/4 — CASING 8" BASE (Typical) 4" BASE (Tcgplcal) 311 = It-Oft SILL MULTIPLE UNITS FULL • Half Full Size Half Full Size 3/4 SIZE FULL SIZE HORIZ. VERTICAL e- A8 PANELING WAINSCOTING BOARDS BOARDS Half Full Size Half Full Size Half Full Size Half Full Size OF AIO 11 I1 II II II II II it II II I i t I I j I I I I FREDERICK I I I I l i i i ROBERT I I I I i t I I I I WEBER I I i t I I I I I I I I I I I I I I I I I I I i t I I I I I I I I I I I I I I I I I I I I ARCHITECT II II II I I I `; II II II II I I I I "' II I I I I I I I I I I - - - - - - - - - - - - - - _ TV Wood Mantle --J r-� i / �_ Stone 5urrkund ° To3 mt. To M4droom I I I Toowd r 5==� To MBRrim, 321t co Fire Box - - - - Masonr �leart - - - - - FOYER EAST WEST WEST GREAT ROOM SOUTH 10'-811 6'-10" 10'-8" 8'-011 5'-011 I-1 Crown Crown Shelf Shelf Shelf Shelf Shelf Bullnose Cap w Cove 5/4x 10 Shelf 5/4x 10 Shelf Bullnose Ca /Co e Shelf Shelf N Shelf `� Shelf Shelf N Su ort Bracket Ix6 w/ (6) Ho ks '" ` Double Single _ Single � `� ' Double Single Single ` Clothes C�Othe9 _ o Clothes \ o ``� Clothes Clothes O Clothes O o �� Pole i Pole `r Pole Pole Pole ' Pole -m Minor \ 6 C' Opening to Ix8 T� Door to \ Wood Top � op Kitchen Ye t. ds N Laundry / DRAWING TITLE: i Wood Top Wood To /' o CD 2'-0" `" INTERIOR To BR i9 Dresser / ELEVATIONS Dresse Vanity o � � O ' en h / N FFhoes asehoes / Base EAST SOUTH M$R-IST: W.I.C.- HER WEST EAST i"I$R-IST: W.I.C.- HIM SOUTH NORTH I V3' 2" I'-b' I'-5'I I I'-5` 2°MUDROOM EAST 3/8" = 1'-0" 5'-L" 4'-10" 8_O" if 'If JOB: NEW RESIDENCE 4 /2" 5'-6" I'-2" q'-O" PETER/DONNA 1,_4,1 5,_-11, I,_I., �-- m Crown m RUTTURA 900 SOUND DRIVE GREENPORT. NEW YORK c - TOWN OF SOUTHOLD SUFFOLK COUNTY. NY tr --- UPpe abine AdJ• '� J / \\ / \\ She S Ives Upper abinet SCTM 1000-33-4-04 Adjustable helves Shelve s = \\\ '�/ \ \ ARCHITECT: Glass\ /'Glass 4" Stone o 2'-e" 3'-q" 2'-0" FREDERICK R. WEBER Back Splash o 4" Stone �., Stone To T Back Splash GREENLAWN�NY IRI O Stone To `V Wood Countertop for Appliances/Storage Wood ountert 52 NOYAC PATH WATER MILL. NY 119'1G SS Sink; 00 0 0 0 00 1"� Adjustable Shelves Ad ustab Shelves `---- ------- _ o J J Washer Dryer M Washer/ To Pantry I� I e Bev. Ref. 0 e 0� TEberarchitle t�4-55 5 Dryer Lowe abmet SEAL: 6'-0" 2'-0° 2'-0° 3'-l0" NORTH EAST SOUTH WEST lo'-e" NORTH LAUNDRY BAR AREA EAST P A N T R Y SOUTH 3/8" = r-o" 3/8" = 1'-0" ,r '" " 4'-I I/2" 3'-0" 41-I 1/2 --I I II I i / ♦♦ ''��♦♦`♦ i /'I ♦♦ ♦ ' i I ♦♦ ♦ / \ ' \ / \ / \ —� — Trays lY i I II 1 ♦ \ Glass lass � � DATE: JUNE 28, 2024 Wall Ovens i 1 0 1 WO WEST SOUTH .� SCALE : 3i8• = r-o• \ ' JOB NO: w202301 Cook To - Cook To Stone Top / ebin 42"R reezer DRAWING NO. ' _ EEIp Pantr IDoo �I• O , / , \ ' u Opernng t Mudroom I / `\ . , \\ / ull-Out 27-1- r77:_____ ____ ___= it =___ ____ ____ __\ /' ❑ rash DID / DW `♦ � I i1 \ / � \ ,' � \\ / / ■ \ / �-_ __� Drawer �� 2-6" 3'-4" 3'-4" LL A9 10'=0" L 3'-0" 11 1'-0" 11[ — 9'-L" � 2'-0" 1 L6" 2'-8" f II'-9" 4" 2'-0" - �. 10'-8" 11 1" NORTH ISLAND EAST KITCHEN SOUTH SOUTH WEST OF AIO 3/8" = I,_0" 3/8" = 1t_0" 22'-2" , SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE e EACH RAFTER FREDERICK Joint Description ROBERT ICE SHIELD UNDERLAYMENT P Nail Sizes Nail Spacing REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER CD HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blockingto Rafter Toe-nailed ( ) 2 - 8d each end Rim Board to Rafter (End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate(Face-nailed) 2 - 16d ' per foot Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE Stud to Stud Face-nailed CLIP NAILED. FROM PROVIDE 8d COMMON 9 ALLT31 METAL STRAP Header to Header(Face-nailed) 2- i 6d 16d 16" o.c. a o.c. ALL JACK POSTS a edges RAFTER TO STUD. - NAILS 8 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP 2- 16d per 2x8 stud r, WALL PLATES P w APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban djoist,Endfoist or Blocking (Face-nailed) 2 - 16d 1'2 per foot r , EXTEND TO TOP OF TOP 4 - 8d NAILS FLOOR FRAMING `•/ PLATE. MST31 METAL STRAP LFLOOR TYPICAL a Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist W JACK POST MST21 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - Sd NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end Q EACH END - TYP. - SIMPSON MST27 Blocking to Sill or Top Plate ( Toe-nailed) 3- 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 532" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist MAXIMUM. Band Joist to Joist End-nailed JOIST _ = Band Joist to Sill or TopPlate Toe-nailed 3- 16d 1 per joist P ( ) 2 - 16d per foot w DOUBLE TOP----' PLYWOOD SHEATHING = ROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x 6 ®16" O.C. BEAM - TOP + BOTTOM. = Structural Panels 8d 4" o.c. perimeter zone STUDS SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM 6 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support SECTION ELEVATION ," x,0" or wider 3 - 8d per support CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field �SIMPSON MTSA 18-Z W/ _ - = WALL SHEATHING (6) Sd NAILS TOP i _ _ _ = N BOTTOM s 32" O.C. Structural Panels 8d (see table 3.9) w SIMPSON LTP4-Z W/ = = SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOP d = - (6) 8d NAILS TOP tcl 7/16" 6d 3" edge /6" field BOTTOM 8 32" O.C. FLOOR JOIST = BOTTOM 9 32" O.C. 25/32" 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE -_ 8d NAILS s 4" O.C. = _ TOP OF FOUNDATION Gypsum Wallboard 5d 7" edge 10" field DRAWING (SHEATHING TO L LATE) NG TITLE. 2 EB cn H NG AP SILL P 9 5 R AR Hardboard 8d- see table 3.9 Particleboard cleboa d Panels 8(2) 2 d x 6 see to ILL L table 3.9 S PATES )�� ODE C DETAILS COPPER •��� T 11...S PP R TERMITE SHIELD :ti:M - - Diagonal A Q Board Sheathing C THE �'ATE �,': wl I SEAL (TYP.) D. „ - 1 x6 r 8 0 1 x 2 - 8d - per support w " " PP 5/8 x I6 A.B..B. 2 OC.3 �.• �:` 1 x 1 or wider 3 8d SE E FOUNDATIONDW - - er su support S " - P PP w/ 2 x2 x /16 WASHER. - 3 FOR DESIGN/REINFORCING ED r. ( OT DIPPED GALV. 0 H G R - - FLOOR SHEATHING EL F STEEL) STAINLESS S ISOLATE WASHER FROM :. .,:; . .;,,.,.:.,.,.. :, StructuralPanels SILL PL W/ FELT STRIP Pan I 1" or less 8d 6" edge/12" field greater than 1" 10d 6" edge /6" field HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal xBoard 6" or1"Sheathing JOB: 1" x6" or1" x8" 1" x 10" or wider 3 _ 8d per support NEW RESIDENCE per support PETER/DONNA RUTTUR� 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall 900 SOUND DRIVE be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. GREENPORT. NEW YORK _ �; i 2When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to i; i be reduced to 1 - 16d nail per foot. P TOWN OF SOUTHOLD ,, , SUFFOLK COUNTY. NY O�II E 8d .CO MON ILA a 6 O.C. SCTM# 1000-33-4-04 AT AL AREAS OF• R00 �URTH THAN:, • • • TABLE ARCHITECT: �i ---------- ------- -J' ' FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 DESIGN CRITERIA: w�TER M1�LP PATH GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 154-5555 FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" fweberarchitectsyahoo.com I I/4 x 20 GA. GALV. STRAP I I/4 x 20 GA. GALV. STRAP LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY • w/ 5-8d COMMON NAILS IN w/ 5-Sd COMMON NAILS IN PROVID 8d COMMON NAILS 4" O.C. EACH END OW' O.C. EACH END 016" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: AT ALL HIGH PRESSURE ZO ES WIND SPEED - 130 MPH NOTE: HIG PRESSURE ZONES RE ALL AREAS I I/4" x 20 GA. GALV. STRAP - NOT FRO ANY RIDGE, HIPS GABLE ENDw/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES _. FDN. OIL" D.C. w/ 5-8d COMMON NAILS IN EACH END OIL" O.C. __________________ DESIGN CRITERIA: �. DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME - • CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. xr MAX. ........l : WINDOWS=xa;,., — GLAZED OPENING REV.. 2'-0" MAX. . ..... .. JUNE 28 2024 ., DATE: `t"M 3� 2 - d COMMON w w " NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE • • 313; SCALE : AS NOTED °' PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM .3 1'vL"a:'� E 1994 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT • • • RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS JOB NO: w202301 X . h . zo >x ""`` OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING ROOF FDLAN . . . . . �c > v: PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 16" OC DRAWING NO. FOR SPANS UP TO L AND 12 OC FOR SPANS BETWEEN 6' AND 8' A (N.T.S.) ' • `n ~° `Y` GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES Viz: CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A10 0-< F- OF AIO WINDOW SCHEDULE W 12x30 Grader e/ ; G it 14'LVL F'RI'D�'RICK 2xG Tope (Bolted) I Grader i S C ,q� Al Area Bolt Girders Unit Model # R.O. 0png Egress ROBEiRT Together Thru ®teel ShmNt ADH3250 3'-2"x 5'-0" Yes WEBER S a Girder Between © ADH2440 2'-4"x 4'-0" No Dining/Kitchen is Steel Grader) 91 © ADH2438 2'-4"X 3'-BN No ARCHITECT 12'-0" 13'-8" 35'-4" QD ADH2438 X-Ox V-8" No _-__________ Q ADH2450 2'-4"x V-0" No i4• TJI F.J. 1111100 Girder H"TJI F.J. i : 14'LVL F.J. W 10 x 30 Girder w/ 2xL Nailer IE W 10 x 30 Girder w/ 2xL Nailer E W 10 x 30 Girder w/ 2x4 Nailer IE (3) 9 1/2' LVL Hdr. it'a w/24 Tope Ic' oc ; It"oc 0231rA1/27 i -------------_._._.—._._ •— —•—•— — ---- ----- ---^------- — ----------- — — X — O F ADH2O40 2' 0" 4' 0" N ------------ — — — — — oo "� / E I•I 5"x5"x3/8" (10 I/2'x5 3/4") 5"x5"x3/8" 5"x5"x3/8" (10 I/2"x5 3/4") 5"x5"x3/8" W 1040 Girder A P P A Q ADH2434 2'-4"x 3'-4" No ' op I Steel Col. Steel Col. I u E Steel Col. Steel Col. I o I W IOiCiO Grader �I I/2'steel a ./2xt T e I I - ./2xt rope Girder Beeimg no v2•x5 3/a') A 1 I•I� 13'-2" O ° ° �`� Corner = 1 o (4) Thru Bolts 4" _ I Q APW2434 2'-4'x 3'-4" No Steel xColum ` N O - A"// > 2x8 Stud Wa4 G rder Between _ _ _ _ _ __ :': x �. / 2x10 R.R. M (3) 14" LVL Hdr. � ° -` IL'oc Dining/Kitchen I I Z — —.—.—�—.—.= —•— —�- \�/ „ N r N Studs Adjacent 1• Floor Joists) I -----J `-- -- -- - :� I . ____- °�/ 14 oe Q ATF3218 3 -2 x I-8 No I- to Steel Columns I � N N N ^:' I__-_ _ _— _ r——— — _ to be Bolted icy cy L x6 xl/2 An le JG• -,: _____ __ p 'g ' E I E _N= (2) 14" LVL (Flush) KO AOVLD2030 2'-0"x 3'-0" No Brackets, 10 Hlgh, _ III - a u (3) 3/4' Thru-Bolts); 'r E u VxVxl/2" Angle I _ yp' Brackets, 10" HI h, ,_ N N �•/ ! I =5 l I* g L ACW2438 2 6 x 3 -8 Yes il.I v A :c :u a`, I :c (3) 3/4" Thru-Bolts Q z:.�_ _ -, Q ADH2O34 T-0"x V-4" No Z H" TJI 3L0 F.J., IL" o.c. -U----- ------� - -- - -�2- :" o v- I `° Lli� IIIr P_�— O---- -----O- ----cy :X O � x 7 `.\o Q AAN2020 2,_0N x 2,-0N No 11 IX x II LO in ' � M - -_ __-�1 Model Numbers Refer to Andersen A-Series, I IB 4'x4"xl/4" 4"A"xl/4" r -- -- I `� �:1 = Storm Watch", Impact Resistant Glass, PG 10/10, V 1 V Steel Col. Steel Col. 1 = ; I E'y q > Low-E4 w/Argon Glass, Simulated Divided Light (2) 9 I/2' LVL Hdr. (3) 9 I/2" LVL Hdr. IBearing Wall O: -- - - - - _ __ _ _ _ I x: : -------- `"-I --I r�to-j P �T : I — I ------ -- - --�_---- - u- 1 III I II--------------- - � � 9 1/2 LVL ^ III 4'x4"xv4° I I y :I - �.___-----==Q -= I[ I I i i i i of j Steel Col. :I : 4x4 >yl 4 _ :1: cv ; N N N _ 14'x4"xl/4" I �C I N I p I W 12 x 12 Girder 6 N 11er (Dro' Steel ol. W 12 x 12 Order-u)/2x�Nmlr: i�_(Dr_op)_---_U Steel Col.- 2xlC9 L J., 14 oc � I'E 14 J 360 F J., c. , I.I _ �EIE L--- -+ 11� ----- _ — —_ — — --7T---- --- — — — — — — — O Steel Cotmms Extended \y0 IK E I E ---- r _ �` —(— 1T4 X 12"�I ) C r + —— — ————————-- -------- Down --- m to Bearinga on \ N QL ++ I I I I = I — — -- I Foridiition Wall N E E I I I ; I 4" 6'xl/2" An le �:r;11 ... I __- -- - - - - ------- T -- `�\ ENNNNNNI X cn E L _ _ _ ---- ' I ; 1 j Br ckets, 10" Hlgh, �1- \ cy X I( r__i--y I' hru-Brits 14" TJI 340 F.J , I�" c Is"xriCi/4• Bearing -tr `� I I E i U.G. i l l O o E(E01eZ,.t)oP F(E0:IZk i = ENNNNNNNI w/ (2) rx IL A. . 1:1 — I�\ I ....... Bewera I r I Ref. = ----- 14" LVL lFl sh}`_ > A LWundation 2................................ IRefirl� II iv _ •—•—•—•—• %'FoNndeuan Wdl 3IE I 1 > 1 -- ---- - - - --- �19 � AlDOOfi� SCE-I �DULI=Al . �. - �� I I I ------------- i - 1 14x4 4x4 I 4x6 - J I I!IF I I I I Post PostPost O �I •I '-\`. = 2x10 R.R., 14" oc `4 I11 - " ---- _ I I E 2x10 R.R., IL" oc ` > I (2) 14 L Hdr. (Drop) I I -- Unit Model # Width t Height -' 2x10 C.J., 14" oc E I 1 W.O. I I 2x10 C.J. IL" oc O v- I 14 TJI 3 F.J., 16 O.C. 0 ' Front. Door w/ Sidelites, 3'-0'x T-O' Door W/ v / -. 11 l 1 / E ° r------ _ -, i i r I I + - 1 "Simpson", (2) I'-2'x T-0' Sudelites Lj � (4) 2A - = N I i DW i i Sink 1 1�Q1 1 4xc---1 N , Model 1508 l2) 9 L L Hdr. 1 1 1 i 1 (2) 9 1/2 LVL dr. , Mudroom Door 2'-8'x 1'-0' (Door) Post - I Bearlh _UJa I, _I . _,Post "Simpson", Model 1508 DRAWING TITLE: IN M 1_N1 O ( ; � R.R. IL' oc; O Andersen FWHID3113, Stationary 3 I x 1-3 (R.O.) :I : ' > I to , :I O French Door, Impact, PG Upgrade (T Door- Custom) .Q/ -------- - ,7,, O "Andersen' N N 2ND FRAM xl0 C. L" oc: u N 4x6 ' x4 v N W �)��b - 4 Andersen FWHID6013APLR, Inswing 4 0 x l-3 (R.O.) (IST FLOOR) :I : m ost 1 - I 4x6 4xL = E 1: !L French Door, Impact, PG Upgrade (1 Door- Custom) / ' ' Post (3) II 1/8" LVL H Poit - ! I "Andersen" FWHID6013PALR, Inswing4'-0"x 1'-3" (R.O.) (3)..1`1....L1(L.1 ,J ---- - --_ -- --- —IJ I I ` , Q n I r. _._—._ --- - --rr------ —.�. ......... .......n................ . �� / 0 ^ � -- •— — — — — — — _._._._. _�_ u French Door, Impact, PG U rade 1 Door- Custom) ._._._. J. .... LJ�... ..L_-._..._- -__I. L1 . .__ _.e.J. ..... .... ...... ..N-- OL ° \'S:� p p 9 \�// _ psdt; Angle Cut (2) 9 1/2" LVL -l ac ' O ' I " I "Andersen" i_ N , N ______p� ____• �: � p� > d - � - \ I Andersen FWHID6013SS, Fixed L 0 x 1-3 (R.O.) _ -- ------------- ---- I _ I O jo;� °° nc i� n `" ; French Door, Impact, PG Upgrade (T Door- Custom) _X - I v - .IO OQ "Therms-Tru", Classic Craft2'-8"x L'-8" (Door) iI II cv �, cy I �'': I ; ( /Model CCA220' Top Glass (Garage) JOB. (3) 9 I/2" LVL Hd . _ _ I Therma-Tru , Classic Craft N 3-0 x L-8 (Door) (2) 9 1/2" LVL Hdr. (2) 9 1/2' LVL Hdr I I (2) 9 1/2" LVL Hdr. = I I (2) 9 1/2' LVL Hdr. 1 :(2) 9 1/2' LVL Hdr. I 4x4 (3) 9 /2' LVL Hdr. (2) 9 1/2' LVL Hdr. Model CCA220, Top Glass (Basemen ) NEW RESIDENCE 4x6 I I ? J 111 I I Post O "Therma-Tru", SmoothStar , . , N PETER/DONNA Post An Cut on End I I I r z, I-I I I Angle Cut on End 9 3-0 x 4-8 (Door) of Girder to Align I'I " � III I = I 9 Model 32102, 2/3 Glass, (Basement) RUTTURA III (3) 9 1/2 LVL Hdr. a- I I I 1 of Girder to Align w/ Top of 2x10 R.R. ______ ____ I : I w/ Top of 2x10 R.R. Model Numbers Refer to "Andersen" A-Series, 400 SOUND DRIVE (2) 9 1/2' LVL Hdr. _ Clad, w/ Low E4 Tempered Glass w/ Argon GREENPORT" NEW YORK L"x6" Post w/ O Impact Glass, Performance Upgrade. PG 45/1O TOWN OF SOUTHOLD "Simpson" Post I I 1 Verify Operation SUFFOLK COUNTY, NY Clamps Top t Bot. I I O I I — SCTMu 1000-33-4-04 12'-0" 14'-2" II'-8" I I '-2" I 9'- " ARCHITECT: (Gable Above) Glpb e Above) I I I I I FREDERICK R. WEBER 41 EAST MAPLE ROAD 1 ( 9 1/2' Hd. 1 GREENLAWN, NY 11140 PROVIDE 'SIMPSON" PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. 1 I I I I 52 NOYAC PATH TO FOUNDATION WALL 1 I I I I WATER MILL. NY 119'IL TEL L31 '154-5555 Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL � ' III I I I fweberarchltectsyahoo.com = I III I I I i 2x10 R.R., 14" d� I / 2XIO i�.R., 14" oc FRAMING NOTE,5: � 11I I II SEAL: OD I / III 2x10 C.J.,IIL" oc I 1 . I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Al r I I ► I I I 1 __.._. ,� : 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. - I u 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD ^ ' > I I I TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. m I I I I = i < i, 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRIGHTS. z I ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN C WALL OR AS SHOWN ON DRAWINGS. °,� l,. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. -------------"-�+� -i I I I •� '' '' PROVIDE :!" SPACE FOR AIR CIRCULATION IN ROOFS. r �II I 0oI 1 clI 1 L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. `'' D ------------ I, �--r-;---_J 111 I I 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. A6 I III I I I A6 2ND FRAMING U 111 I 11 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2xL STUDS SHALL RECIEVE 5-100 NAILS AT SILL = � III I I I AND PLATIE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 111 1 I I NORTH 1 2x10 R.R., IL" dcI I 2x10 Ii�.R., IL" oc REV.: It 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 4D a 12" O.C. INTERMEDIATE. ( IST FLOOR ) -1 I / III I / I I 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" / 111 2XIO C.J.,I14 oc I I DATE: JUKE 28. 2024 OR APPROVED EQUAL. „ ,� I 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 1/4 - -� r I I i I I I I SCALE : 1/4" I'-On GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS - SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR III I I I JOB NO: w20230� PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. m I III I I I III I II 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. I 111 I 1 1 111 1 I I DRAWING NO. 1412)PflaV0E I zRlFESTOPPING AT ALL LEVEL PENETRATIONS. ------------- �' I 1 I II I II 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. I I I 1 1 (2) 9 1/2' LVL Hdr. st 01 24'-0" OF 52 C A'T B c WINDOW SCHEDULE A'1 AlFREDERICK Unit Model # R.O. Area Egress Opng g ROBERT ® ADH3250 V-2"x 5'-0" Yes WEBER 49'-O" © ADH2640 2'-Ox 4'-0" No © ADH2438 2'-4"x 3'-8" No ARCHITECT O ADH2638 2'-6"x V-8" No Q ADH2650 T-Ox P-O" No (2) 9 1/2" LVL Hdr. (2) 9 1/2' LVL Hdr. --------------------� --------------- - Q ADH2O40 2'-O"x 4'-0" No _ = s E Q ADH2634 2 6 x 3 4 No � 1_ N '- 1' epitchl Flat C ihn I Pitch \ _� ROOF \ Ohl Flat Clan I Pitc � ROOF p I m. I (2) 9 1/2" LVL Hdr. CF- I rn I in HO APW2634 T-Ox 3'-4" No `~ I 2�10 R.R., 10 oc IV . 2x10 R.R., I�" oc N n 2xl� R.R., IL" oc 2x10 R.R., 16'i oc 12) 9 I/ ' LVL Hdr. JO ATF3218 3'-2"x I'-8" No I 2x8 C.T., 16" oc 2x8 C.T. 16" oc I I , r _ I 711 .1 I / II ;` \''. I I :'/: o II / KO AOVLD2030 T-0"x 3'-0" No II I:/ I I > I ACW2638 T-Ox 31-8" I I \I •�:• � "G�! CD � ••.•.�:•.. /: I �/ o Yes T ' 'o d = _ O j� Q ADH2O34 T-0"x 3'-4" N / w \fib X II r I / I AAN2020 2'-0"x 2'-O" No Q Ov I rlay X I ' Ov I lag . '. ; /,y�. Ovglrlay `� _ 'ii ? "Andersen" F—I / Roo �'I� �`+ �, Roo \ '. Roof VII 2x8 J. Model Numbers Refer to Andersen A-Series. T� \'• /' I I U All I16 c "Storm Watch", Impact Resistant Glass, PG 10/10, V 1 .............. .....u......................... I :'/ :` I rn 1I/- oo II Low-E4 w/A g n Glass, Divided Light r o s i ------------- Ridge_ II 1/8" LVL_ I /_ Ridge II 1/B ILVL p 2xIO R.R] 10 8' Cig. ---- O I I � > I.: Overla I'I z 0 Overlay I• /Q ( +� �� overlay \ "- + Roof y I I o `____-���' it Roof . . - -Roof \ M n , I O \y I•I I °. ..... I .... .� . ` ©` — i---- \-'— --- \ /II > II !` � iv O I I 1 \ 1 \ N II \ ,/A\ 1-1 1 A A, DOOR SCHEDULE 6x6 6x6 I ao l Post ___ (3) II /8" LV _ird r—-- Post I r ROOF _ - 2x O R.R., 10 oc / 2x10 R.R.,, 0 oc op Header 2XIO R.R., IV oc 2x10 R.R., 16'i oc unit Model # I 2x8 CA., 16" oc 1 I 2x8 C.T. 16" oc 1 I Width t Height �u Line f Clg Break- -_- _- to I I ROOF I Front Door w/ Sidelites, 3 0 x 1 0 Door w/ O 12) I-2 x l-0 Sudelites rn 11 13 2 m I II 8 I 13 �2 I I "Simpson", Model 1508 " I m n, - Q, Q' O O "Simpson", Door 2'-8'x 1'-0' (Door) GU F I E5 I i p Simpson , Model 1508 DRAWING TITLE: U I �, I o f °D o f I o f . > i 3 "Andersen" FWHID3113, Stationarg 3'-I'x T-3' (R.O.) I /12'- ? I �� o, I p I rn� „ I -` I O French Door, Impact, PG Upgrade (T Door- Custom) ROOF FRAMING x I , I I "Andersen" FWHID6013APLR, Inswin 6'-O"x T-3" (R.O.)g (2ND FLOOR) a- �% French Door, Impact, PG Upgrade (T Door- Custom) = "Andersen" FWHID6013PALR, Inswing 6'-O"x T-3" (R.O.) French Door, Impact, PG Upgrade (T Door- Custom) 12) 9 1/2" LVL Hdr. (2) 9 1/2' LVL Hdr. (Lower Wall) i -I (2) 9 1/2" LVL Hdr. "Andersen" FWHID60l3SS, Fixed 6'-0"x 1'-3" 1R.0.> 14'-2" I O II'-8" I 14'-2" q'-0" I p © French Door, Impact, PG Upgrade (T Door- Custom) i "Therma-Tru", Classic Craft O 2'_8"x 6'-8" (Door)Model CCA220, Top Glass (Garage) ------, �----- -- - - - - - - - - - -- --- - - -- --J L--- -------------- - JOB: ---------------- "Therma-Tru", Classic Craft 3-0x 6-8 1 N (Door) I r- � ® I I I I Model CCA220, Top Glass (Basemen ) NEW RESIDENCE ROOF (D 8 6-0 RooF Q 3 x (Dom) PETER/DONNA I J I I "Therma-Tru", SmoothStar ,_ " ----- I I Model 52102, 2/3 Glass, (Basement) RUTTURA -----------------------' Model Numbers Refer to "Andersen" A-Series, 400 SOUND DRIVE Clad, w/ Low E4 Tempered Glass w/ Argon GREENPORT. NEW YORK Impact Glass, Performance Upgrade, PG 65/10 o TOWN OF SOUTHOLD Verify Operation SUFFOLK COUNTY, NY SCTMS 1000-33-4-04 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL, NY 11914 Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL TEL 631 154-5555 fweberarchitectsyahoo.com FRAMING NOTES: SEAL: e . I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Al 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. t 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLDDR TO FLOOR JOISTS. ; I 4. ALL HEADERS 4'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, q -0N AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. N 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. D p S. ALL FLUS14 WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. O 0 FRAMING A6 ROOF A6 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-I0D NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. ( 2ND FLOOR ) NORTH REV.: a' 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" DATE: JUNE 28. 2024 OR APPROVED EQUAL. 12. ALL PRE--ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS. �/ - � -� SCALE : I/4` - I'-On GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR JOB NO: w2O23O1 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA. GALV. MACHINE BOLTS ® 24" D.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. DRAWING NO. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. S2 OF 52 C Al ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER W.P. DUP.REC.-WATERPROOF GFI DUP.REC.-GROUND FAULT [ ] DUP.REC.-FLOOR ARCHITECT DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET ____________________ 4 SURFACE MTD.-CLG. ----------------------- - ❑ ® Hose I I -�Bib OP SURFACE MTD.-CLG. (Porcelain) A P 3 P A vTr RECESSED-CLG. I b WALL MOUNTED I C DUP. FLOOD I 04 RECESSED, DIRECTIONAL I I sQ SHOWER LIGHT (Wet Location) W C UNDERCAB. FIXTURE II A ® ® DOORBELL/CHIME II Chaiid� ier EXHAUST FAN P PADDLE FAN I HMI I PADDLE FAN / LIGHT �n I I V 1 II (� `If'w.P. Ow.P. Q SPEAKER W Hose TELEPHONE ^ II P A 3 I I O CABLE VISION � i I I COMPUTER (Cable t Phone) I I TV THERMOSTAT ------- -- --- -- -- -- -- - -- M --- FAN/LIGHT --� I r-------- ��� :..: -- - -------------;-- -- ----- `JSMOKE SMOKE DETECTOR i i I I -�1; --- ----- --- ---- - ---- TV O i I I . :... Pen t Pendant �co CARBON MONOXIDE DETECTOR r , ' - I Cooktop Cooktop U.G. I j (EIecJ lElec.) : i SWITCH ......................................: I -- ` ee i I Ref. 3 SWITCH 3-WAY IA ------------- i I Sink ! $ 4 SWITCH �4-WAY -------r- 4D SWITCH W/ DIMMER Smoke/ ' .. SWITCH WATERPROOF Smoke CO To W.O. w JS JAMB SWITCH IL o To o, � � Sink ii 0- 3 D / 2nd FI __ f' lf'GFI _ SiFl� ` r,FI � � ® KEY PAD JS � � ---- I C #2 EX EXISTING DRAWING TITLE: � � Chande i 'r•.. , •' GFi � JS 3 - =. --- ----=- ELECTRICAL IL W IST FLOOR AC #3 ............ .....�..... _-------------------- - --------- ................... ............................ ........ .... ..... ...........:.....i..... ............ ............... ............. i AC #1 i i / CO AC :94 'I L CTfi� IC� AL NOTES : HoeBib G `!t'GFI 3 3 `IYGFI� JOB: I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. I i 'f 'i I I Hose NEW RESIDENCE RECEPTACLES .HALL BE MOUNTED HORIZONTALLY IN THE BASEBOARD. I I I I Bib PETER/DONNA 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. i i i i j j RUTTURA 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. 900 SOUND DRIVE -4- ELECTRICIAN 'TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. ®- --------------------� i i GREENPORT. NEW YORK 5- ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE AND CO DETECTORS AS SHOWN OR REQUIRED BY CODE (MINIMUM). i i TOWN OF SOUTHOLD 6- HOME TECHNOLO(:Y CONTRACTOR SHALL INSTALL AND WIRE ALL TV OUTLETS, COMPUTER (CAT 4), WIFI NETWORK, I I SUPFOLK COUNTY, NY SPEAKER SYSTEMS, CAMERAS AND SECURITY SYSTEM AS REQUESTED BY OWNER. (NOT IN CONTRACT) I I SCTM# 1000-33-4-04 7- ELECTRICIAN TO INSTALL PADDLE FANS. I I 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON LEVELING WALL PLATES. I I ARCHITECT: 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. I I I I ELECTR1C� AL FIXTURES : i i FREDERICK R. WEBER W. I 41 EAST MAPLE ROAD OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): GREENLAWN. NY 11140 1- CHANDELIERS (DINING, STAIRWELL. ETC.) GF I I I � I ` 52 NOYAC PATH 2- KITCHEN PENDANT I I I ciFl WATER MILL. NY 11914 3- BATHROOM WALL SCONCES --------------++, I I I 4- SURFACE MOUNTED CEILING FIXTURES III I ► I TEL 431 154-5555 5- ALL DECORATIVE EXTERIOR FIXTURES III I I I fweberarchitectsyahoo.com III I I I 6- PATH AND POST LIGHTS 111 I I I 7- PADDLE FANSS III I I I III SEAL::,-._•--• ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- ALL PORCELAIIN FIXTURES III I I I � ';;.� ,_.•.... '� \ '.;t„ 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), -4 Cp HOUSING t TRIM (White) 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4- UNDERCABINET KITCHEN FIXTURES (LOW VOLTAGE, STRIP LIGHTS) I I I Ovhd. I I I °r,,, I 1 Door ► \.__-� 5- BATH EXHAUST FANS iii � J� �I ( .1 C� ------------- r-•-------� LL OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I ► I I I I- COOKTOP (Ql"Y. 2): (4) BURNER, 30" I I I t - 2- DOUBLE WALL, OVEN, 30", DEDICATED/GROUNDED 50 AMP, STAINLESS STEEL - I i `----i--- 3- REFRIGERATOR: 42", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) III I I I STAINLESS STEEL, UPPER REFRIGERATOR FRENCH DOORS, LOWER FREEZER DRAWER ELECTRICAL III I I I 4- DI5H WASHER (QTY. 2): 24", STAINLESS STEEL, ELECTRIC t PLUMBING III I I I 5- WINE RERIGERATOR, 2-V WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE I NORTH iii I i i REV.: 6- KITCHEN EXHAUST: DOWNDRAFT7 IST FLOOR III I I- WASHER. FRONT LOAD iii i i i DATE: JUNE 28. 2024 8- DRYER: ELECTRIC DRYER 9- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE SCALE 10- STACKABLE WASHER/DRYER (2ND FLOOR): PLUMBING, ELECTRIC III Ovhd• I I I JOB NO: w202301 9- MICROWAVE: DEDICATED/GROUNDED G AMP RECEPTACLE III Door I I I PLUMBING NOTES : III I 11 DRAWING NO. --------------I H I I I I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. ( I I I I I 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. ` r,FI I I I I I 'll'GFI 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 14 , ,4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF-VALVES IN BASEMENT. 6- ALL SINKS ARE TO BE UNDERMOUNT. El I- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ IRRIGATION CONTRACTOR. 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, WATER HEATER, GRILL, AND PROPOSED GENERATOR. OF E3 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER 0 W.P. DUP.REC.—WATERPROOF 0GFI DUP.REC.—GROUND FAULT DUP.REC.—FLOOR ARCHITECT DUP.REC.—(()SWITCH OPER, SPECIAL OUTLET O SURFACE MTD.—CLG. --—————————— — —— ------- - -------- I OP SURFACE MTD.—CLG. (Porcelain) I I 1 I I RECESSED—CLG. I I I I I i i I'O WALL MOUNTED ................ i C DUP. FLOOD I O 4 RECESSED, DIRECTIONAL I I I I I I I sQ SHOWER LIGHT (Wet Location) W I I I 1 0— UNDERCAB. FIXTURE I—+--I ...El..... . DOORBELL/CHIME ITV v l I s EXHAUST FAN I Q .. Q I I W King , ' PADDLE FAN King I I I I .................... j I I ........................... I I 1 I PADDLE FAN / LIGHT Smoke I , 1 I 1 ((11 Q I Stac able I Smok I j SPEAKER W ---------------------- 1 -- ------- ------- W/D --J— p -- 0 TELEPHONE I I ------ ------ i O CABLE VISION 02 I I COMPUTER (Cable ak Phone) I I I I •• ••• I I _ I `------------� � THERMOSTAT ...................0 Smoke/ FAN/LIGHT o 4- -- --- O I I ---- — OSMOKE SMOKE DETECTOR D O I 01 -- Oco CARBON MONOXIDE DETECTOR I --- -- —r-- I — Smoke p I Smoke TV I I I O I I I 1 I I pn I I � SWITCH I I 1 1 I I $ a SWITCH 3—WAY $ 4 SWITCH 4—WAY 541 I I ---------- — -- --- I I I I I I I I 4 o SWITCH W/ DIMMER I I I I I I I ITV Q , _ � $ w SWITCH WATERPROOF ------ -- I I JS JAMB SWITCH I i © KEY PAD Queen I Charid I I I EX EXISTING DRAWING TITLE: 1 I 1 • -To I i Ist .F7_1 I. I I I I , ELECTRICAL 1 2ND FLOOR I I I r------ PLUMBING Wall Sconce ; SCHEMATIC Receptacle I I I 8 Each Bunk Level (Typ.) I ——————-1 —————————— —————— ————————————J L--------------- ---- - - -- J - —— ————————————————————————— — — — — —— — ———— JOB: — ———————————————————————1 NEW RESIDENCE PETER/DONNA -------------J I I I IIRUTTURA --------------------- 900 SOUND DRIVE GREENPORT" NEW YORK TOtUN Roof 3" 3" 13" ---------------------------J��-------------------------------�I�---------------- ------+� OF SOUTHOLD SUI=FOLK COUNTY. NY --------------- SCTMS 1000-33-4-04 2 1/2" __1__ _ 2 1/2" I 2 1/2 2 1/2" "_ __ _J-—— ARCHITECT: I ------ — I FREDERICK R. WEBER 1 I I 1 I I 1 I 1 1 I I I 1 41 EAST MAPLE ROAD I BATE 3 , 1 1 BATH 1 , I Laundry I I I BATH 2 , 1 I BA1TH 4 I I GREENLAWN. NY 11140 1 1�2" 211/2" 1 1Y2" 13 11y2" 1 1�2" 211/2" 1 1K2" I I�'2" i 3 I IY2" 1 112" 211/2" j 3 11Y2" 1 112' 1 1�2" 211/2" I 52 NOYAC PATH WATER MILL. NY 11914 I I W TEL L31 '154-5555 2nd Floor _ _ _ _ ► — ——— i ———j——— I +— i ——————— —— fweberarchltectayahoo.com --- --- -- ---- -----------------I 12" 3° _ 21' " u a n I n a 1 11 2 112 3 2 2 2 112 3 1 2" 112" 112" 3" ------------- -- ----- ----1---- --- -------------------- ---I---- ---- --- ----+---- ----- ------- --- I IC.O.1 C.O. I 3" C SEAL: — --- --- ---� —2 2" P WIDER I LAUNDRY I 1 KITCHEN I r I 1 1 1 I I I I 1 I I I 1 1 MAIN BAT-4, 2112" I n a x a „ x u l a a 1 I x 1 1, 2 1 IY2 1 1, 2 1 1x2 3 2 IX2 1 q2 3n 1 1. 2 11y2 , 1 1, 2 1 1y2 f 1 I 1 1 I I I 1 I I I 1 I 1 I I W 1 j DW I Ist Floor 1 ------- -- ---- ----- — --- --- --- -------------- — ----+— -- ------------- _F.A. If—� 3n 11 2" 2" 1 12" 2n 3„ 111 T 211 2„ 1 2„ 2a -- --- ----- ---- ----- ----- ---- ---- To Approved---i---- --- -------------- ------- ---- I -------- ------ 0 — C T C ELE AL SSanitary C.O. C.0.1 u BuildingDrain, 4" Diameter, 1/8" per Ft., Min. Pitch 2 I/2 P �------,----T----- 2ND FLOOR NORTH REV.: 1 I I 1 i i DATE: JUNE 28. 2024 BSMTI BATH1 I 11y2" 2 I Y 2" 1 I i 2" 1/ = 1 —O` SCALE PLUMBING SCHEMATIC JOB No: w2023o1 NOT TO SCALE Basement --------------------------------------------------------------------- -- ----- — — I --- DRAWING NO. I 2" 3" 2„ Se age C.O. Ejector 3" E2 OF E3 r------------------------------------------------------ I I I I Ir------------------------------------------------------------------, I I I I I I I I I I I ELECTRICAL SYMBOLS FREDERICK ----------------------------------- f- I I I I ----- 1 SYMBOL DESCRIPTION f-------------------------- I I ROHERT I I 0 DUPLEX RECEPTACLE WEBER I I I I 0 W.P. DUP.REC.—WATERPROOF I I I I I I I IGFI DUP.REC.—GROUND FAULT I I I I ® OUP.REC.—FLOOR ARCHITECT I 1 DUP.REC.—(l)SWITCH OPER. I I I rt_.rta I I I I I I I SPECIAL OUTLET I I I I II I I I I I I I I I I I r-- --------------------------------------------------------------� L7-7 0 SURFACE MTD.—CLG. I I I I I I IL1 ❑ ❑ I I I I I OP SURFACE MTD.—CLG. (Porcelain) I I 1 -- ----------- I ----- ----------�--- r- ---------------- F-------- 1 RECESSED—CLG. I I I I 10 I I I I I I I FO WALL MOUNTED I I I I I C39 OUP. FLOOD I I I I I I I I `------------ --1 I I 1 I I I I 0+ RECESSED, DIRECTIONAL SHOWER LIGHT (Wet Location) ----- I �� UNDERCAB. FIXTURE T ,I v I --I— I I I.!............I.. . L. I I DOORBELL/CHIME ---i i IL L — --T,I i i I i i i E❑ EXHAUST FAN I I I I I I I I I 1 I I I PADDLE FAN I I I I I I I I I I L_____.r r-j �i u vl� i _—� PADDLE FAN / LIGHT I I � I I r---- 1I -------- — — ——————� I I I r1 — I-------------------- ----- -- I Smoke/ FI I I SPEAKER ' I — — i C0(2) I p TELEPHONE ry --------- I 0-------�I II ------ � r-----� r L----, .•''•� ''•. iI IiI OOT CABLE VISIONI TV COMPUTER (C able t Phone) , THERMOSTAT w ill 3 I -- I I FAN/LIGHT .............................................. I II II i I i I I— I I O SMOKE DETECTORh KE ----__ -__J TV — II, Oco CARBON MONOXIDE DETECTOR Smoke I ----- I I I I I ------ I I I I I iii I �___� I $ SWITCH F. i I , I I iil I JS I I I I 43 SWITCH 3—WAY I I I I ^' 44 SWITCH 4—WAY I I I I Chandelier _•— I III I I I I I II--"--II 1 �...... to ( T 1 1——— III I L—— i $p SWITCH W/ DIMMER I I i Pool 3`— —� lii I I Iw SWITCH WATERPROOF r I ( Table Smoke/ _—_—_—_—_ r r --- — III J El JAMB SWITCH Co KEY PAD i —.—.—. .—.—.—'— — .—.—.—.—.—.—.—.—. I EX EXISTING DRAWING TITLE: I I 1 jI I yI _ IM 1 I L III _J Water ELECTRICAL I , Fan/Coll Heate I I BASEMENT ......................................'...... III I ----- , III I I I I 1 �--------� III nl I I I I I III 300 Amp Boller I I Electrical Panel I I -------� r--I --------------- ------D--I--------- -- ------ III ------ ----� r— I I 11L 1 U.C. I Sa JOB: '------ , � _ r r---------------------- ------------ -------, � � I r------� I r----------------------� NEW RESIDENCE I — -- I rntary I � � I � � I 1 I I I I PETER/DONNA I I ' ' ' I I I I RUTTURA 1 L_________________J I I - - - - - - - "' I I I �' I 900 SOUND DRIVE GREENPORT. NEW YORK L---- ~ ------------------ TOWN OF SOUTHOLD � r----, r----� r-----' I L— I -r----I — I----fi I I ----- SUFFOLK COUNTY. NY I I I 1 —•— _ I SCTM# 1000-33-4-04 L _J L _J ARCHITECT: I 1 I i i i i i it I L---------1 FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 1114O I _ I I I 52 NOYAC PATH VFT:----1 '--------- I WATER MILL. NY 11914 I 1 I Smoke/ I 1 1 TEL 631 154-5555 icoo i i i Pweberarchltect8gahoo.com SEAL: rL ................... .................. ............................................ ...................... ...............I... . .. I I I I� I I I I I I 1 I ELECTRICAL ' I I I BASEMENT NORTH REV.: I DATE: JUNE 28. 2024 1/4 rr SCALE I/4" I,_O" I I JOB NO: w2O23O1 I I I I I I DRAWING NO. L--------- L---( __ ' L_________J `II'GFI I I I I I I L-------------------------------------------------- E3 OF E3 L U p J y7 c/ro ��� G°�' �.� �� / � � �� o� �, q �� � � I � � x3 � G" 2016 IECC Energy Efficiency Certificate P� jow 2 1 1 SbM - 1 inc u c i i � t 't R F. i xr IA ! 3a rr. erg �`I 4• ! fl � TL,rita.3s•�, � � N ram• �b� 1 �. , : ,- .. ^, \ �. ... ��^�� �' � �a I��I�I;LI,��.�_ ''� �� �__�.,_ , . ,. ,_. �a �. i � _ �;�.