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Home My WebLink About50256-Z pF S° yo�o Town of Southold * * P.O. Box 1179 Yo 53095 Main Rd UNM Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46289 Date: 07/02/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 725 Mason Dr Cutchogue, NY 11935 Sec/Block/Lot: 104.-5-24 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/28/2023 Pursuant to which Building Permit No. 50256 and dated: 01/26/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with unfinished basement, 4 bedrooms, covered front entry, side covered porch, rear covered porch, and covered rear entry as applied for. The certificate is issued to: Patrick O'Neill,Rooney RP Asset Mgmt Trt,Burger-Rooney BJ Ast Mgmt Tr,Deirdre O Neill Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1000 6/30/2025 ELECTRICAL CERTIFICATE: 50256 06/20/2025 PLUMBERS CERTIFICATION: George Berry Jr. 06/25/2024 thor' ed igna e �o4aoeso& TOWN OF SOUTHOLD 6 BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THISiPERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50256 Date: 01/26/2024 Permission is hereby granted to: Patrick J O'Neill 725 Mason Dr Cutchogue, NY 11935 To: Demolish existing dwelling and construct a new single-family dwelling to included HVAC system and outdoorsh owe r as applied for per SCHD approval:'Ame:nd( dd-Qii%t25 to revise ba emen,t eg.r"�e s , Premises Located at: 725 Mason Dr, Cutchogue, NY 11935 SCTM# 104:5-24 Pursuant to application dated 11/28/2023 and approved' by the Building Inspector. To expire on 07/27/2025. Contractors: Required Inspections: PLUMBING, Fees: DEMOLITION $685.60 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,272.50 ELECTRIC $100.00 ELECTRIC $250.00 Total $4,308.10 Building Inspector �SufFot��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT.MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50256 Date: 1/26/2024 Permission is hereby granted to: O'Neill, Patrick 91 Bulson Rd Rockville Centre, NY 11570 To: Demolish existing dwelling and construct a new single-family dwelling to included HVAC system and outdoor shower as applied for per SCHD approval. At premises located at: 725 Mason Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-5-24 Pursuant to application dated 11/28/2023 and approved by the Building Inspector. To expire on 7127/2025. Fees: DEMOLITION $685.60 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,272.50 CO-NEW DWELLING $100.00 Total: $4,058.10 Building Inspector o��OF SOU�yQI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Patrick O'Neill Address: 725 Mason Dr City: Cutchogue St: NY Zip: 11935 Building Permit#: 50256 Section: 104 Block: 5 Lot: 24 WAS EXAMINED AND FOUND TO.BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Indoor 5-0 Basement Service Solar r' Outdoor R—� 1st Floor (✓ Pool F Spa I- Renovation 17- 2nd Floor r Hot Tub F- Generator F Survey rl Attic F Garage Battery Storage r INVENTORY Service 1 ph r, Ceiling Heater 3 Duplec Recpt 59 Ceiling Fixtures 57 Bath Exhaust Fan 4 Service 3 ph r Hot Water Gas Plug Mold Wall Fixtures Smoke Detectors 8 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 75 CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights 38' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect 2 Switches 104 4'LED Exit Fixtures Other Equipment: Fridge, (3)Mini Fridges, Oven, (2)DW, W/D,Instant Hot, 200A Panel 40 Circuit/40 Used (14)115Arc (14)120Combo Breakers_ Notes: New Two Story House w/ Unfinished Basement Inspector Signature: X Date: June 20, 2025 Sean Devlin Electrical Inspector sean.devlin(c-D_town.southold.ny.us 725MasonDrHouse Town Hall Annex lY�a.�+ y� i Telephone(631)765-1802 54375 Main Road �y P. 0. Box 1179 ;f Southold, NY 11971-0959 ® ; r ECE0 V E BUILDING DEPARTMENT SUN 2 5 2025 TOWN OF SOUTHOLD Building Deparhnent CERTIFICATION Town of Southold Date:— Building Permit No. CO Owner: ©ni e 1 �! (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contain less than 2/10 of 1% lead. (Plumbers Signature) Sworn tobefore me this day of:l u-� 20955 rv—P ---- iCQN IE D.BUNCH Notary-Pubs c;State of New York ,No:. 1 gU6185050 Notary Public, County Qualified WSuffolk County c/ Commission Expires April 14,County s 1 of 50Uly�lo * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 ovs INSPECTION p' UNDATIONlST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r � 'ram S R�ei DATE INSPECTO pf SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 o . INSPEC ION f ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ " ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR OF SO(/TyO ? # * " TOWN OF SOUTHOLD BUILDING..DEPT. courm��'' 631-765-1802 INSPECTION [ . ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [1,,KNSULATION/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: lasvL4O�'l o- G�UIl� DATE INSPECTOR oF souryO� # * .TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 INSPECTI-ON [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ .FINAL 14 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (t �o sh� _ , Y A� �'In�v �r C�� owe �• T�41 LA - ro ovm 66 d90 C • c 1 vry . P7r NA CPA" .o s. DATE INSPECTOR 50a5� SOUlyolo * TOWN "OF.S.OUTHOLD BUILDING DEFT. co 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: D L- d -1-o G oU uz- o u6ta p . DATE INSPECTOR OF SOGTy�� f„ •. �� # # T WN OF SOUTHOLD BUILDING DEFT. °ycout, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ j ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) RA ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: ' 6 DATE INSPECTOR AoZ SOUTyOIo - - —7 - - - - *. # - TOWN O.F SOUTHOLD BUILDING DEPT. cn 631-765-1802 = [NSPECTION I ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. . ] FOUNDATION 2ND: . [ ]. INSULATIOWCAULKING [ , ] FRAMING /STRAPPING [ ] FINAL "[ ] .FIREPLACE & CHIMNEY- [ ]' FIRE-SAFETY INSPECTION [= ] FIRE RESISTANT CONSTRUCTION [ _] FIRE-RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ]. RENTAL REMARKS: _ T2Q #MX not Nee 1pr oo/ 0( I - Ia aj 't 44a& cn DATE INSPECTOR H �,,� M E E N ERGY Home Energy Solutions Inc. 187 E.Main Street S O T T T `�` T O l�T S n ngton,b IVY 11743 -0664 J L V 1 1�1 � S Z5(Q D V �..r. 673.corn CONSERVATION THROUGH EFFICIENCY gdlamamail.com MAY 1 6 2025 IJ PRE-DRYWALL INSPECTION REPORT Building ®epartrnenf Date: 1 U 7- Zy INSPECT RIVREAULTS Builder: Air Sealing VASS SS ElFAIL Address:. �-2� Dv(w-So Insulation ❑FAIL CA-00 � Duct Test ❑ PASS ❑FAIL Lot # 14 S� ITEMIZED CHECKLIST STRUCTURAL COMPONENTS N/A PASS INCOMPLETE WINDOWS 1. U: ' 3� SHGC: ' 2�- F ❑ ❑ Garage Joist 2. U: SHGC: ❑ Cantilever WALLS ❑ ❑ Soffit AGW 2 x_�-_ R- Z� ❑ /❑� ❑ Attic Knee Wall Hybrid Wall: Foam R- `� Batt R- ❑, ❑ Fireplace' Exterior Ins: R- ❑ ❑ Bathtub ❑ EPS ❑ XPS ❑ Polyiso ❑ [ ❑ Sill Plate Garage Wall: R- ❑ ✓❑� ❑ Top Plate Foundation Walls: Z R- 1`1 MECHANICAL VENTILATION ® FRAMED FLOORS�'�r'" ❑ Energy Star Rated Bath Fan Abv Garage: R- t ❑ ERV Abv Basement: ❑ Fresh Air Intake Cantilevers: R-" A ROUGH DUCT TEST CEILINGS Duct L cation Flat: R- AH1: h CFM AH2• CFM Vaulted: R- AH3: CFM Sealed Attic: Thickness: CC® LDSF❑ NOTES: HES REPRESENTATIVE SIGNATURE: East • s • i 1977 Main Road, Laurel NY 11948 CERTIFICATE OF PROJECTINFO: 5�Z5/ _ -ATEGF . IUTEL�87f/f0-2 ~' 725 MASON DRIVE J �P CUTCHOGUE, NY MAY 1 6 2025 Bulil ding Department `rb%vn of Southold Location Insulation Type Inches R-Value ROOF RAFTERS 2LB CLOSED 8 NOMINAL R-44 CELL SPRAY FOAM ' ...............................................................................................•--............................ ABOVE GRADE , R-13 UNFACED 3.5 R-13 EXTERIOR WALLS BAIT 2X6 ---------------------------------------------------------------------- ------------------------------------------------------- ABOVE GRADE 2LB CLOSED 2 R-14 EXTERIOR WALLS CELL SPRAY 2X6 FOAM ABOVE GRADE 2LB CLOSED 3 NOMINAL 11-22 EXTERIOR_WALLS CELL SPRAY 2X4 FOAM .............................................................................................................................. RIM/BAND 2LB,CLOSED 3 NOMINAL R-22 JOISTS CELL SPRAY FOAM BASEMENT 2LB CLOSED 2 NOMINAL R-14 FOUNDATION CELL SPRAY WALLS :FOAM ...................................................................................................•---....................... THERMAL/ INTUMESCENT EXPOSED SPRAY IGNITION PAINT FOAM ATTIC/ BARRIER BASEMENT ........................................................•-----.......................--.....................------......------ WINDOW AND CAN FOAM LOW PERIMETER ALL DOOR FOAM EXPANSION WINDOWS AND SEALANT DOORS -----...............................................•--...------............................................•---.............. .............................................................................................................................. DATE OF FIRE-STOP: 8/22/2024 Location Insulation .- Inches R-Value, Authorized Signature I Frank Fendy 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: 8/22/2024 Building Envelope and:!Duct Tightness Re 1port�2y,(� 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 Address of Test 725 Mason Dr,Cute , 3 Building Permit#: 50256 Test Date 5/21/2025 o Hance Pathway Performance Test Completed by: Chustopher Silvia Home Energy Solutions J U L 2 2025 NET Rater ID# 4150294 187 East Main Street NATE ID# Huntington,NY-11743 Building Department 1CC ID# 611-673-0664 Town of Southold BPI# Building Enveloae Tightness Volume Calculation ; Floor Area Check if Volume Q Conditioned Basement Basement 2000 18,160 ❑Conditioned Crawl Space lsc 2076 18,850 sealed Attic i 2nd 1045 14,290 3rd &condltloned area of dwelling is calculatedln 765,except that conditioned floor Attic 7951 re the ceUing height is less than 5 Total Volume 59251CFM @50 pa 12344 Air changes/1v@5 a Code Compliance: Pass Duct Tightness: Post Construction Tes - otal Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area*-------------------...... Leakage CFM @ 25pa n/a CFM/l00 ftz CFA n/a Code Compliance: Exempt tem-2: Duct Location 7Sys n Floor Area* ------ Leakage CFM @ 25pa= CFM/100 fe CFA= Code Compliance: System 3: Duct Location Floor Area ------------------------- Leakage CFM @ 25pa= CFM/100 ft'CFA= Code Compliance: All building envelope tightness has been verified and conducted in accordance with RESNET/iCC 380 ASTM 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. /i•.� Signature:-''' -- Christopher Silvia,Home Energy Solutions Date: 5/21/2025 5 to �= 9 e Load Short Form Job: 725 Mason Drive wri htsoft Date: 11/13/23 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com I -- Project • • For: 725 Mason Drive, Cutchogue, NY 11935 MAY 15 2025 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 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 (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 2071 24724 20384 1180 1180 AH2_2nd Floor 1162 13847 10365 600 600 Entire House 3233 38571 30511 1780 1932 Other equip loads 9136 1285 Equip. @ 1.00 RSM 31796 Latent cooling 5401 TOTALS I 3233 I 47707 I 37197 I 1780 I 1932 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2023-Nov-29 11:25:58 . Rig ht-Suite®Universal202222.0.05RSU20822 Page f1CC 1 ...s\wrightsoft HVAC1725 Mason Drive—Cutchogue.rup Calc=MJ8 Front Door faces: S V1/CIQh�$(�1`ft Load Short Form Job: 725 Mason Drive Date: 11/13/23 A141_1st Floor By: KatelynMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 725 Mason Drive, Cutchogue, NY 11935 Design Information Htg cig Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECO TEC 150 Cond RA1636AJlNA AHRI ref Hot Water Coil ATQ2-1236 Coil RH1T3617STANJAUSA AHRI ref 7942207 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 150000 Btuh Sensible cooling 24780 Btuh Heating output 75874 Btuh Latent cooling 10620 Btuh Temperature rise 58 °F Total cooling 35400 Btuh Actual air flow, 1180 cfm Actual air flow 1180 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 1st FI Bedrooms 755 8462 7186 404 400 1st FI Living 1316 16262 16753 776 932 AH1_1st Floor 2071 24724 20384 1180 1180 Other equip loads 5679 799 Equip. @ 1.00 RSM 21183 Latent cooling 5175 TOTALS I 2071 I 30403 I 26358 I 1180 I 1180 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightscft- 2023-Nov-2911:25:58 Right-Suite®Universal 2022 22.0.05 RSU20822 Paget ACM ...s\wrightsoft HVAC1725 Mason Ddve_Cutchogue.rup Calc=MJ8 Front Door faces: S Load Short Form Job: 725 Mason Drive WIrIgE1 $Oft° Date: 11/13/23 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 725 Mason Drive, Cutchogue, NY 11935 Design Information Htg Cig Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECO TEC 150 Cond RA1618AJlNA AHRI ref Hot Water Coil ATQ22-1215 Coil RH1T2417STANJAUSA AHRI ref 7940565 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 150000 Btuh Sensible cooling 12600 Btuh Heating output 38403 Btuh Latent cooling 5400 Btuh Temperature rise 58 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.058 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Mas Bath 107 1461 918 63 53 2nd FI Master 271 3218 2435 139 141 Bath 4 66 972 539 42 31 Bedroom 4 170 2265 1128 98 65 Office 303 4780 3572 207 207 OTB Foyer 139 587 1099 25 64 Upper Hall 106 564 673 24 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. :25:58 2023-Nov-29 11 wrightsoft� Right-Suite®Universal 2022 22.0.05 RSU20822 Page 3 ...s\wrightsoft HVAC\725 Mason Drive_Cutchoguesup Calc=MJ8 Front Door faces: S AH2_2nd Floor 1162 13847 10365 600 600 Other equip loads 3456 486 Equip.@ 1.00 RSM 10851 Latent cooling 2850 TOTALS I 1162 I 17303 I 13701 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrightsof o 2023-Nov-2911:25:58 Right-Suite®Universal202222.0.05RSU20822 Page �+� ...s\Wrightsoft HVAC\725 Mason Drive_Cutchogue.rup Calc=MJ8 Front Door faces: S 9 ® Load Short Form Job: 725 Mason Drive Wrl htsoft Date: 11/13/23 1st FI Bedrooms By: KatelynMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 725 Mason Drive, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 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) 1st FI Mas Bath 79 1443 988 69 55 1 st FI Master 253 2084 2150 99 120 Bath 2 63 724 692 35 38 Bedroom 2 188 2046 1932 98 107 Laundry Rm 38 967 675 46 38 Mudroom 134 1199 749 57 42 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wr'ightsofr 2023-Nov-2911:25:58 ,�.,. ....,ram. Right-Suite®Universal 2022 22.0.05 RSU20822 Page ...s\wrightsoft HVAC\725 Mason Drive_Cutchogue.rup Calc=MJ8 Front Door faces: S 1st FI Bedrooms 755 8462 7186 404 400 Other equip loads 0 0 Equip. @ 1.00 RSM 7186 Latent cooling 1319 TOTALS I 755 I 8462 I 8505 I 404 I 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft, 2023-Nov-29 11:25:58 �� ., ,•„e a..�« Right-Suite®Universal 202222.0:05 RSU20822 Page /�+� ...s\Wrightsoft HVAC\725 Mason Drive_Cutchogue.rup Calc=MJ8 Front Door faces: S tea. Load Short Form Job: 725 Mason Drive r V rightso t Date: 11/13/23 1st FI Living By: KatelynMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 725 Mason Drive, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 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) Butlers Pantry 70 2273 1590 108 88 Foyer 161 1458 1899 70 106 Kitchen/Great Rm 844 8968 9310 428 518 Living Room 223 3564 3954 170 220 Pwdr Rm 18 0 0 0 0 1st FI Living 1316 16262 16753 776 932 Other equip loads 0 0 Equip. @ 1.00 RSM 16753 Latent cooling 2225 TOTALS I 1316 I 16262 I 18977 I 776 I 932 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - t 4 wrightsoft, 2023-Nov-2911:25:58 ..ri . .._ Right-Suite@ Universal 2022 22.0.05 RSU20822 Page AFM ...s\Wrightsoft HVAC\725 Mason Drive_Cutchogue.rup Calc=MJ8 Front Door faces: S N 7FIV Basement 4x4 8x4 4x12 8x4 4x4 8x4 4x4 4x12 Basement 6x12 8x4 x4 , /24x12 4x4 10 x 12 Utility 8x12 6x4 10x4 4x4 6x4 6x4 6x4 Job#: 725 Mason Drive Home Energy Solutions Inc. Scale: 1 : 103 Performed by Katelyn Maieski for: Page 1 725 Mason Drive 187 East Main Street Right-Suite®Universal 2022 Cutchogue,NY 11935 Huntington,NY 11743 22.0.05 RSU20822 Phone:631-673-0664 2023-Nov-29 11:26:46 gdlamay3@gmail.com AC\725 Mason Drive_Cutchogue.rur N '44 1 st Floor utters Pant 108 cfm ®�129 cfm ��129 cfm Laundry cfm Laundry Rm 38 cfm\ Mudroom Bath 2 �J Kitchen/Great Rm 57 cfm 107 cfm 129 cfm �129 cfm Bedroom 2 /60 cfm 1332 cfm I.�z/ �110cfm Foyer 1st FI Master Livinq Room 1st AMas Bath �-69 cfm Pwdr R 1 110 cfm jr-� 0 �60 cfm Job#: 725 Mason Drive Home Energy Solutions Inc. Scale: 1 : 103 Performed by Katelyn Maieski for: Page 2 725 Mason Drive 187 East Main Street RightSuite®Universal 2022 Cutchogue,NY 11935 Huntington,NY 11743 22.0.05 RSU20822 Phone:631-673-0664 2023-Nov-29 11:26:46 gdtamay3@gmail.com AC\725 Mason Drive_Cutchogue.ruF N '44 2nd floor Bedroom 4 98 cfm 8 Attic Bath 4 4 cfm 166 cfm 4, 6x12 6x12 4x12 6x12M12 -' , 6 5 2nd FI Mas Beth 1 63 cfm6 g 39 cfm Pa 1A4 cfm 104 cfm - - 246cfm Office6 70 cfm Attic2 5" '2nd.FI Master OTB Foyer t70 cfm Job#: 725 Mason Drive Home Energy Solutions Inc. Scale: 1 : 103 Performed by Katelyn Maieski for: Page 3 725 Mason Drive 187 East Main Street Rght-Suite®Universal 2022 Cutchogue,NY 11935 Huntington,NY 11743 22.0.05 RSU20822 Phone:631-673-0664 2023-Nov-29 11:26:46 gdlamay3@gmail.com ...AC\725 Mason Drive_Cutchogue.rup ems. Manual S Compliance Report Job: 725 Mason Drive wrightsoft9 Date: 11/13/23 AH1_1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 725 Mason Drive, CUtchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 21183 Btuh Entering.coil DB: 75.6°F Outdoor design WB: 71.2°F Latent gain: 5175 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 26358 Btuh Indoor RH: 50% Estimated airflow: 1180 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1NA+RH1T3617STANJAUSA Actual airflow: 1180 cfm Sensible capacity: 24780 Btuh 1170/6 of load Latent capacity: 10620 Btuh 205%of load Total capacity: 35400 Btuh 134%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 30403 Btuh Entering coil DB: 67.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: ECO TEC 150 Actual airflow: 1180 cfm Output capacity: 75874 Btuh 250%of load Meets all requirements of ACCA Manual S. t wrightsoft® 2023-Nov-2911:25:58 M �, Right-Suite@ Universal 2022 22.0.05 RSU20822 Page 1 ...s\wrightsoft HVAC\725 Mason Drive_Cutchogue.rup Calc=MJ8 Front Door faces: S Manual S Compliance Retort Job: 725 Mason Drive - - wrightsoft° p p Date: 11/13/23 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 725 Mason Drive, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 10851 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.2°F Latent gain: 2850 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 13701 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RH1T2417STANJAUSA Actual airflow: 600 cfm Sensible capacity: 13196 Btuh 122%of load Latent capacity: 5656 Btuh 198%of load Total capacity: 18852 Btuh 138%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 17303 Btuh Entering coil DB: 66.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: ECO TEC 150 Actual airflow: 600 cfm Output capacity: 38403 Btuh 222%of load Meets all requirements of ACCA Manual S. 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Rig ht-Suite®Universal202222.0.05RSU20822 Paget ..s\Wrightsoft HVAC\725 Mason Drive_Cutchogue.rup Calc=MJ8 Front Door faces: S fa.o Duct System Summary Job: 725 Mason Drive Wl`Ight$QII Date: 11/13/23 AH1_1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 725 Mason Drive, Cutchogue, NY 11935 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.30 in H2O 0.30 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.367/0.133 in H2O 0.367/0.133 in H2O Lowest friction rate 0.137 in/100ft 0.137 in/100ft Actual air flow 1180 cfm 1180 cfm Total effective length(TEL) 364 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 1st FI Mas Bath h 1443 69 55 0.174 4.5 4x 6 ShMt 46.3 165.0 st2 1st Fl Master c 1075 50 60 0.171 4.3 4x 4 ShMt 39.7 175.0 st2 1st FI Master-A c 1075 50 60 0.167 4.3 4x4 ShMt 34.3 185..0 st2 Bath 2 c 692 35 38 0.139 3.8 4x 4 ShMt 79.0 185.0 st2A Bedroom 2 c 1932 98 107 0.157 5.5 4x 8 ShMt 68.3 165.0 st2 Butlers Pantry h 2273 108 88 0.164 5.4 4x 8 ShMt 58.3 165.0 st3A Foyer c 1899 70 106 0.218 5.1 46 ShMt 23.3 145.0 st4A Kitchen/Great Rm c 2328 107 129 0.178 5.7 48 ShMt 31.0 175.0 st3 Kitchen/Great Rm-A C 2328 107 129 0.153 5.9 48 ShMt 45.3 195.0 st3A Kitchen/GreatRm-B C 2328 107 129 0.243 5.4 4x6 ShMt 36.3 115.0 st3A Kitchen/Great Rm-C C 2328 107 129 0.411 4.8 46 ShMt 14.3 75.0 st3 Laundry Rm h 967 46 38 0.137 4.1 4x 4 ShMt 82.3 185.0 st213 Living Room C 1977 85 110 0.265 5.0 46 ShMt 3.3 135.0 st3 Living Room-A c 1977 85 110 0.230 5.1 46 ShMt 14.3 145.0 st4 Mudroom h 1199 57 42 0.143 4.4 44 ShMt 62.0 195.0 st2A -4- wrightsoft, 2023-Nov-29 11:25:58 yq Right-Suite®Universal 202222.0.05 RSU20822 Pagel 145� ...s\wrightsoft HVAC\725 Mason Drive_Cutchogue.rup Calc=MJ8 Front Door faces: S Supply Trunk Detail • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3A Peak AVF 322 347 0.153 695 8.5 12 x 6 ShtMetl st3 st3 Peak AVF 622 716 0.153 860 11.2 12 x 10 ShtMetl st4 Peak AVF 155 216 0.218 776 6.6 4 x 10 ShtMetl st4A Peak AVF 70 106 0.218 634 5.1 4 x 6 ShtMetl st4 st2 Peak AVF 404 400 0.137 606 9.2 12 x 8 ShtMetl st2A Peak AVF 138 118 0.137 414 6.2 12 x 4 ShtMetl st2 st2B Peak AVF 46 38 0.137 139 4.1 12 x 4 ShtMetl st2A 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 rb1 Ox0 1180 1332 96.7 0.137 666 14.4 12x 24 ShMt -�- wrightsoft' 2023-Nov-2911:25:58 ,,/� ., a.,,. .....m.« Right-Suite®U niversal 2022 22.0.05 RSU20822 Page 2 ACCX ...s\Wrightsoft HVAC\725 Mason Drive_Cutchogue.rup Calc=MJ8 Front Door faces: S Duct System Summary Job: 725 Mason Drive wrigfltsoft Date: 11/13/23 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 725 Mason Drive, Cutchogue, NY 11935 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.306/0.189 in H2O 0.306/0.189 in H2O Lowest friction rate 0.104 in/100ft 0.104 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 475 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk 2nd FI Mas Bath h 1461 63 53 0.136 5.0 Ox 0 MtFx 30.3 195.0 st5 2nd FI Master c 1217 70 70 0.208 5.0 Ox 0 MtFx 27.0 120.0 st6 2nd A Master-A c 1217 70 70 0.160 5.0 Ox 0 MtFx 36.3 155.0 st6 Bath 4 h 972 42 31 0.130 4.0 Ox 0 MtFx 16.0 220.0 st7 Bedroom 4 h 2265 98 65 0.125 6.0 Ox 0 MtFx 24.5 220.0 st7 oTB Foyer c 1099 25 64 0.118 5.0 Ox 0 MtFx 15.7 245.0 st10 Office h 2390 104 103 0.104 6.0 Ox 0 MtFx 28.9 265.0 st9 Office-A h 2390 104 103 0.104 6.0 Ox 0 MtFx 18.8 275.0 st9 Upper Hall c 673 24 39 0.158 4.0 Ox 0 MtFx 9.3 185.0 st10 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st9 Peak AVF 207 207 0.104 414 7.6 12 x 6 ShtMetl St8 st8 Peak AVF 257 309 0.104 619 8.8 12 x 6 ShtMetl SO st10 Peak AVF 50 103 0.118 523 6.0 0 x 0 ShtMetl st8 st7 Peak AVF 343 291 0.125 686 8.8 12 x 6 ShtMetl SO St5 Peak AVF 63 53 0.136 190 4.6 12 x 4 ShtMetl st7 st6 Peak AVF 139 141 0.160 527 7.0 0 x 0 MetlFlx st7 st1 Peak AVF 600 600 0.104 720 11.3 12 x 10 ShtMetl ti wrightsoft- 2023-Nov-2911:25:58 �'��y, .,,•, �,.-, Right-Suite@ Universal 2022 22.0.05 RSU20822 Page Jivr1 ...s\wrightsoft HVAC\725 Mason Drive_Cutchogue.rup Calc=MJ8 Front Door faces: S Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) R FIR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 232 246 181.0 0.104 491 8.1 12x 6 ShMt rt1 rb3 Ox 0 203 194 168.3 0.112 406 7.4 12x 6 ShMt rt1 rb2 Ox 0 166 160 91.3 0.207 497 6.1 12x 4 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 600 600 0.104 600 11.3 12 x 12 ShtMetl wrightsof[ 2023 Nov-29 11:25:58 Right-Suite®Universal 202222.0.05 RSU20822 Page swrightsoft HVAC\725 Mason Drive_Cutchogue.rup Calc=MJ8 Front Door faces: S bk it ! 11-1 f: . �+' _ `. �{ �:zi;: �f� � �•' � ��`� ♦....fir- w!'.�,. t 1 . 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COMMENTS FOUNDATION(IST) ---------------------- FOUNDATION i ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY •D � r RUM WWI ADDITIONAL COMMENTS i, AFAW ► - __. � � Lam.. � .� ►� \ Mon • ' i%� / v —Wr MEN URM �e- =�o�gUFFOLK��o TOWN OF SOUTHOLD—BUILDING DEPARTMENT h x Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 �y�al �ao�g Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT 57-7 l'� For Office Use Only `-' �' NOV 2 8 2023 PERMIT NO. 5b��LD Building Inspector: �ol Applications and forms must be filled out in their entirety Incomplete applications will not be accepted Where�the Applicant is not'th'e oouirne,an `' Owners AutFior'ization form(Page)shall be completed Date: 41 ,OWNER(S)OF'PROPERTY _ 1 Name: per' UP LL- SCTM#1000- ® � ____.____...�_R. .,per __._-.-.._._ Project Address Phone#: 4��_ _ _�Q Email: Mailing Address: 0) CONTACT PERSON M Name: Mailing Address: _ ,�_� � Phone#: Email: ' loll `l. -r5� '�+t�1a1P � r . N DESIG PROFESSIONAL INFORMATION '' •. ' � rx}f r(y,�r.., . . . .. , Name: Mailing Address: Ikl vz:: (2zR eek11U6gK1Q Phone#: (.j�j� '"j _�j �5 Email: CONTRACTOR INFORMATION # Name: Mailing Address: Phone#: _C(??jl._ Email: ercon!&tr <1G C_U�4cotY-, DESCRIPTION OF PROPOSED CONSTRUCTION r „a gNew Structure ❑Addition ❑Alteration ❑RepairAemolition Estimated Cost of Project: ❑Other s 1Q-ay,0az--2 Will the lot be re-graded?,<Yes}❑No _ Will excess fill be removed from premises? ❑Yes IVo 1 PROPERTY INFORMATION . Existing use of properly: SiVaLj& F,40N'1, `[ 'Prija&A Intended use of property: 0 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ,O c w© this property? ❑Yeslo IF YES,PROVIDE A COPY. )<Check Box After'Beading: The oWner/con"torfdes gn professional is res onsible for all drainage and storm water issues as;providedby Chapter 236of the Town tude.APPI.ICA'CIONis HEREBY MADE to the suitding.L'apart:sseMfcc3he:ssuan.eofaSuRdmg:Permil pursuant to tha Building Zone ordirience of the Town of SolitFiold,Suffolk;County,New York aod6tlier applicable_Laws Ordinancesvr Regulations,for the c6nsftcdon.of buildings, additions;alterations or for removal or demolition as herein-described.,the appGpnt agredto comply with allapplicable laws,ordinances,building code;. housing code and regulations and to addik authorhdd inspectors on preaRsesar d in bulding(s)for necessary tnspect!bm False statements made herein are punishable as a Class A misdemeanor pursuant to section 21oAs of the446w York State Penal Law. Application Submitted By(pr' t name : authorized Agent Downer Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF t �6 ) Ry—)t?RtW, being 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 Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this e 1� 7 day of �V �tJ�r» -.-� .20c9-3 ✓l( ��iz.��l�C,t.lij�-cam_ Notary Public FoQualified WN MARIE GUARNERA Public-State of New York NO. 01GU6412483 in Suffolk County PROPERTY OWNER AUTHORIZATION ission Expires Dec 28,2024 (Where the applicant is not the owner) NCA residing at L !� Ce-j4e 01 IiS?t do hereby authorize ''rec &'AL 146aer to apply on my behalf to the Town of Southold Building Department for approval as described herein. wnei's Si ature Date :1> �A en,1 r l Print Owner's Name c E Q U E14r �`f � �� BUILDING DEPARTMENT-Electrical Ir qp or TOWN OF SOUTHOLDU 1, JAN 2 5 2024 Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 BlieBlre �epa� erst Y of Southold Telephone (631) 765-1802- FAX (631) 765-9 ' ` r iamesh(cb-southoldtownny.gov- seand(@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �y a Company Name: 6214 dSE-4 ` .So Electrician's Name: License No.: � Elec. email: S 6 T��j-. OL . Elec. Phone No:(3 ( _ f ❑1 request an email copy of Certificate of Compliance Elec. Address.: Pp Z JOB SITE INFORMATION (All Information Required) Name: 451744L Address: saV Ael,,V = 3 S' Cross Street: F Phone No.: �3 _ 4PY- 3 Bldg.Permit#: 50a 5(p email: Tax Map District: 1000 Section: f O f Block: QJ— Lot: oZ BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): NL-w / �--Sl d 6-N d 6_ Square Footage: c3B Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Fi al Do you need a Temp Certificate?: YES NO Issued On 1 6 II oZ Temp Information: (All information required) Service SizeW1 Ph❑3 Ph Size: o7 DO A #Meters _ Old Meter# E916w Service❑Fire Reconnect❑Flood Reconnect❑Service ReconnectMUnderground❑Overhead #Underground Laterals 1 R2 M H Frame M Pole Work done on Service? Y FA N Additional Information: PAYMENT DUE WITH APPLICATION 4 /oo c f 0,1�k P l ------------------------------- ,6yl_� �� BUILDING DEPARTMENT-Electrical Inspector C3 TOWN OF SOUTHOLD '� • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 V , ��®! Telephone (631) 765-1802 r Temporary Certificate # I (O I Date © (� Z �' Customer Name — Electrician Name c;-Uarj ' o Address .7 2S Mj6M ' r { (f$ Phone &3/ -76 S V 6 t(/ e-mail e-mail CzS/ (,COL Phone -7 License# 316&g — Size�Q(ZA Phase 1 Overhead UndergroundL111, #of Meters Remarks #of Underground.Laterals 11 2 New "H" Frame or POIe H P Fire Reconnect Was work done on Service? Y/ Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verificati rom the dat ove. Authorized by �Efll�. BUILDING DEPARTMENT- Electrical Inspector 6'OG� TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 ca Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr cbsoutholdtownny.gov - seand(,&-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION j I ELECTRICIAN INFORMATION (All information Required) Date: 67 og)®7z' Company Name: Electrician's Name: License No.: Elec. email: S l6 Lnz) AL-, C Elec. Phone No: S Y8, S"6 L C. ®I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) j Name: a /21c.I c `✓c�/�L j Address: 2a,S /v/l*S ory F)"v Cross Street: I!4 �.�J r� /Z D Phone No.: Bldg.Permit#: 5-b rP 5-6 email: Pi D tJ 7 IE;�L 691 Tax Map District: 1000 Section: 1c,/ Block: S Lot: y j BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 1 ftir Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Fina' Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service SizerK211 Ph❑3 Ph Size: .a o b A # Meters Old Meter# _ I New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconn ectoU nderg round❑Overhgad # Underground Laterals R 1 R2 N H Frame D Pole Work done on Service? D Y QN j Additional Information: i I PAYMENT DUE WITH APPLICATION I �� ell p� _ ,y PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments F K 41 EAST MAPLE ROAD, GREENLAWN. NY 11140 52 NOYACK PATH. WATER MILL, NY 11911,Pweberarchitect6gahoo.com 631 154-5555 ARCHffECT December 29,2023 RE: O'NEILL/R OONEY RESIDENCE 725 Mason Drive, Cutchogue,New York SCTM#1000-104-05 24 Southold Building Department: As architect filing for the demolition of the existing house at 725 Mason Drive, I can certify that there is no gas service to the existing house. Thank you. ��GK Ve y ur le i FREDERICKR. WEBER, R.A. ZN�' F Town Hall Annex �O G Telephone(631)765-1802 54375 Main Road c Fax(631)765-9502 P.O. Box 1179 cei ; Southold, NY 11971-0959 0� i BUILDING DEPARTMENT- NOTICE_ _ OF UTILIZATION OF TRUSS TYPE;CONST_RUCTION:.PRE--ENGINEERED, WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION-- Date:. WV_ LI, 0L?2 Owner: fADICZ \h�1�tUv Location of Property: _��.�� MAew � ��'��.�KY, t t �75 Please take notice that the (check ap le line): New commercial or esidential 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) x_ FI-00 nd roo ming (FR) Signature: Name (person submitting this form): ' Capacity(check applicable line): Owner Owner representative russReg15.docx Effective 1/1/2015 i 1oflfl.-1flA� �)NKND Design Professional's Certification Required. Abandonment of the existing sanitary system must be in conformance with the Department's requirements. Submit P.E.or R.A. Certification For The Installation and Construction of the Sewage Disposal System Submit completed form WWM-080 as proof Use Form WWM-073 F' MERICK PROP05ED SANITARY SYSTEM ROBERT ROgER NEW I/A OWTS PER SCDHS STANDARDS &LLll FOR 4 BEDROOM HOUSE ` NEW "FUJI-CLEAN" CEN-5 TREATMENT TANK PROVIDING`t ARCHLITTECT 450 GPD HYDRAULIC FLOW (440 GPD REQUIRED) ` NEW 300 S.F. SIDEWALL AREA OF LEACHING POOL ` (3) 8' 0 x 4'-0" DEEP r1NG 'r` ° MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. 0 1 tNG ° MAITAIN 10 SEPARATION BETWEEN WATER AND SANITARY LINES. ............ -Zfl' ' W�� s-27 ° NO KNOWN SURFACE WATER WITHIN 300' OF THE SUBJECT PROPERTY. 1Dpfl'1flA! ©vyN `�� 1pap..10 ' ° ALL LOTS WITHIN 150` ARE IMPROVED AND SERVED BY PUBLIC WATER. UNLESS WITH DISTANCES TOyyELL uNKN '`� ING �Rp�.�'-- r Eu,ING g pVgL1C �P ° MAINTAIN 20' SE SEITBA KTED TO ANY PROPOSED SWIMM NIG POOLELLS. NEW GRADE TO BE 5% MAXIMUM SLOPE-WITHIN 20' OF IA OWTS. q 5 2 �LUNo 5 1flO fl..10 W��R ° ALL 'EXTERNAL ELECTRICAL AND CONTROL WIRING SHALL BE ROUTED Q c ^ ..5~'2 .1,0 IN A 3/4 SCHEDULE 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. flA vyELL rr ``, 110fl0-.1 LL ` SYSTEM '` WE ELx poi NGE CON TROLLER/ ALA5C1 '� CpR • s� K w rr 10 7 4"ill PVC SOR-35 1804 HOPE SECURE HEAVY 181 HOPE SECURE HEAVY RISER W/ LONG COVER TO GRADE W/ SAFETY COVER TO GRADE W1 SA=ETY `r 41• FIN. FL. SWEEP t SCREW PLUG SCREEN BY 'TUFT-TYPE' SCREEN BY 'TUFF-TITS' EL +13' VIN THREADED HUB TRAFFIC SUFFOLK COUNTY DEPARTMENT' OF HEALTH SERVICES `r �� `------- 8 GRADE GRADE 13BARING I MIN. t 2 MAX. T� PERMIT FOR APPROVAL OF CONSTRUCTION FOR A �`r * ``� N VENT THRU EL +11' SLAB El +1101 CONCRETE 1 SINGLE FAMILY RESIDENCE ONLY ,�'�- � �� • � --' HOUSE VENT/ 4"o APPROVED N ROOF PIPE, 1/4" PER FT. IS 11ANH0 E I ' MAN OLE 24" MAN OLE `\ 0 C.I. PIE MIN. PITCH 11---� 4`0 APPROVED CONCRETE t--+-i Ll1N� •°'�� L �`'� `� 0 1'-0" 1r_2" PIPE, 1/8' PER FT. COVER i . CLEAN OUT MINF . PITCH PROVIDE DATE 9/14/23 'EF NO. R-23-1000 o fl..1o�( 'r �* `` 1 �' -'" CLEAN OUT I V RTr Z„ � � 1Q , , , p L 9.3 INVERT (3) LEACHING APPROVED LL CL ',L• ` r ** `" ''' rO ' '� INVERT EL 5 -5 EL +�'1, DISTRIBUTION 1 NV El 8 jT O WE , . " I POOLS Note change: must provide a _5 4 _ BOX a/ RISER O S^ i W �•� `\ w �' -^ '/ EL +9.8 r " 0 0 dr—�" i 13©Cl S.F.) I FOR AXIMUM OF 4 BEDROOMS x .t (0 18 inch vertical separation between m TO GRADE I - EXPIRES THREE YEARS FROM DATE OF APPROVAL 0. drainage line and septic line** `t1` t',' 13' MIN, r q' �.' COLLAR BOTTOM OF I ` r „. : . : �_:...:_ :�:: 3' (MIN.) TO HIGH LP EL +4.b I SCDHS STAMP \r`r lO' `r r r BED OF "FUJI-CLEAN" CEN-5 B O 3 0O'M OF TANK i SEASONAL GROUNDWATER- r r STONE TREATMENT TANK rr C _ EL+ 16+ rr �� .' 1'-10 3/4" 5'-O" �. 8'-O" ----�___---$,-O"----- GROUNDWATER 'i rr `r ,r LPZ Distribution Box, G,asa9e tf?S R p AR't _ �, ,_.----, r; +. �, , S• 0 GENERAL. NOTES: GIN-SITE WASTEWATER TRE,AtTMENT 5YSTEM f/A) w .{ •. r ..n TW>= ARCHITECT SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND :?r 1~XP . �pR G`�; Sep 'IC �'�;�, eepl/ q DURING SYSTEM START UP. OW2, -- ,� EX�S�1N `(�` " -- "'�D AN EXECUTED OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE .. � , Outdo5h . fits. MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS. totrr` �'• 'r •.. 5� t D 4` '37 THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED ,�-5. o g� 0 1�, ti -.,� BY THE MANUFACTURER PRIOR TO THE ARRIVAL AT THE SITE. ty Z2b tiro A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP. R, t Z1Z',..-r r -5t 'l•� >trie, THE CWTS INSTALLER SHALL REGISTER-THE OWTS WITH SCDHS USING DOCUMENTS PROVIDED BY THE ARCHITECT. . •+ ••' �" �� .- X1 ,ti r1: s©R1�� p,`{ INVERT ELEVATIONS ARE ESTIMATED. THE OWTS INSTALLER SHALL CONFIRM DRAWING TITLE: LL,N ,, °►` �0, aN g�fl CD ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT OF ANY D G ` �,I ,. -�t�q%Mo§,-( R� ,�O t �` � DISCREPANCIES. SHALL CONFIRM INVERT ELEVATION OF SANITARY LINES AT 51�`E FLAK ofl.-144" 5,22 $t '� , � �� " UC 10ij. CONTRACTOR' TO NOTIFY CONTRACTORS ,,...._.. .--. -- . ... . POIN i 'OF CONNECTION PRIOR T O COPISTR T ' 5, ,NG THE ARCHITECT OF ANY DISCREPANCIES. ALL 5,36 THE CWTS INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTION$ �° Remov pHW g_O erhaad EIe�HWt Ser�Y1ce .._ HW to ��N1SN �L, tZ` , p ' ! i -- t tQ�al'+ . 1- J r`r 1flfl fl..1flA"' Z�R BY THE ARCHITECT AND SCDHS. THE CWTS INSTALLER tS RESPONSIBLE FOR ALL MARK OUTS OF ALL UNDERGROUND ��tiLtTK flew Underground Electricai 5ervretpw- +�uBL�c w� UTILITIES t SERVICES IN THE AREA AND RELOCATE THEM A5 REQUIRED. PdL� 0g i "?t 11 83, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE, ti `1 COUNTY AND LOCAL SAFETY CODES. w�,LL1NG OWTS INSTALLER TO COMPACT AREAS DISTURBED TO 95% PROCTOR DENSITY JOB$ 1 yl ti D , r,--37 (34 BELOW GRADE. 12 LIFTS, MAX. �� '� 11,r'f 11' 4R,,� wA� 1 flpfl-' 04 WP1'k OWTS INSTALLER SHALL INFORM THE ARCHITECT OF ANY OMISSIONS AND/OR C?'NEILL/ROONEY 11 t I f�l " ?\3v-\C DEFICIENCIES AS SOON A5 THE OWTS INSTALLER BECOMES AWARE OF IT. RESIDENCE 9a• ALL 18 AND 24 RISERS SHALL HAVE SAFETY SCREENS AND COVERS AS �+ MANUFACTURED BY *TUFF-TITE". '1'25 MASON DRIVE Cox tt II r +� 10 1'`d�7 6' DW SOP OWTS INSTALLER SHALL NOTIFY SCDHS 48 HOURS PRIOR TO THE INSPECTION. I CUTCHOGUS. NY 4 �� TOWN OF SOUTHOL© 150 Radius -A II D SCTMS WOO-104-05-24 ------------------------- ------------ --_ WEB- -' $. BARBARATB RGPREROONEY ARCHITECTS . �� a RICHARD ROONEY PECONCI SUOVEYORS.P.C. ;4 ' I! 1l ro DEIRORE O;NEILL 5OUTHOLD. NY FREDERICK R. WEBER �t„ 1 II It X PATRICK O NEILL DECEMBER to, 2022 41 !LAST MAPLE,ROAD EXISTING GREENLAWN, NY 11140 WATER METER "125 MA50N DRIVE ELEVATIONS REFERENCED TO NAVD 1188 t TAP SITUATE: CUTCHOGUE 52 NOYAC PATH 4�LL,k�5,723 ,) J! �� TOWN OF SOUTHOLD SCTM# 1000-104-05-24 WATER MILL. NY Ilg16 SUFFOLK COUNTY, NEW YORK LOT AREA: 30.930 S.F. (0.11 ACRES) T E SI T HOLE DATA 1()00,1a ; ,. � !t �N TEL tt31 'i54-5555 McDonald GeoScience P��L1G 009. r , �Q 11 LNG VISUAL BEACON ;� > LL �"�. rweberarchitectagahoo.com October 28. 2022 �• �., 2, © \V ATTACH PANEL TO rJ•�� A 3' B P.T. POST. tr_-YErM�Ilm-MIT .-r3 $' BELOW GRADE s EL +`1.6' , DARK BROWN i P - GI:MHArVtL ,.."w.. O.S LOAM (OL) r 1flda.-1t1 MAC SORII r.lotw 21.7 / AIR GLOWER — 7IM rav+' CHAMBER Volume i �"5 Sedimentation Chamber 277 �LCK �'• BROWN SILTY AIR COMPRESSOR 4.4 3' SAND ISM) r L� AMP POWER Anaerobic Filtration Qramlxr 278 G ENCLOSURE BY t•A7�' Aerobic Contact Filtration Chamber t27 �/Q tip WEB y1N FROM ELECTRICAL63 ri«�t, t C) R PANEL 'SEPTIC SOLUTIONS" tI7 "'RAW�'A° r amber PALE BROWN �� ' �L,G �A AIR LINE TO CYUNixa(nnwNA0 DisinfecSlouge�aChunber 4 h FINE SAND (5P) ©�.� C'U POWER LINE TREATMENT Totatvolurne 749 1t EL +I.1 6.5' X ;, P 14 ..1o4''I'� TO FLOAT T NK •IN /+ •cRm Rr rlrR p� r09 1flQa AIR LINE TO ALARM i'414-t , !A Anaerobic Media PP/SPECIFICPEONS Hoard T Aerobic Media PVC/PP/PE fillingRite 16% "WENT Aerobic Media PP/FE fillingRate 576% BROWN INNPEALI; �`,,,tN�' POR15 MCQMPRES50R ctr t.F ' AttturrruMP Blower 2.8c5n a ��R FROM ELECTRICAL FIXED BASE Tank FRP SAND (5P) PUS�`,G WA N .-- Pi iR PVC/PP/PE tvrAKu Ills, A , ELECTRICAL SUPPLY Ac�easCovers Plastkl Cost Iron " 1fl flr��K 00111 {•�flN FROM DWELLING •Ran.Atxn+rtPR tnWeAVFI,E � nisinfeannt fonat ChlarineTabtera v r ��\ (CI.RANI?4' 71 NRW) NOTE: WATER ENCOUNTERED 6.5' BELOW GRADE. N`Ldd s� �owortvc+c:(•rvri s ' ELEVATIONS REFERENCED TO NAVD 1488 CON PLAN VIEW LL1No BLOWER AND PANEL DETAIL NTS REV.: AUG 12, 2023 RI V r'Ht'RC1N 'MAN",F. a"MAN1i(X.R("rj tV MANttt)fAITYr) •MAVH(iiFt(TY19 (NUNDER(MIMAI.) DATE: JUKE IL. 2023 PUBLIC ydPA NORTH .•1fl .7,�.'z, SITE N INDOORS OUTDOORS --••� ""0'R""'� ( R. 1Qa© G��pN re i rr IN NEMA 4X ENCLOSURE GNQUNp t-0l p r�r � SCALE: " 2�' 'tRV PROVIDE (2) 20 AMP C0NrA0rMtxA NSW coNs 1 = 20 -O BREAE CIRCUIT I CNI�IouSE 20A SCH80 PVC N ,� 2 � � cLu G JOB NO: v201803 ELECTRICAL PANEL CONDUIT KEY 2 A 1a12 1912 t112G ,R«It.ATKM DRAWING NO. .tCL�1NG 2#18 1412 2#12 ''' (I} � AsslMatY fl 0 ,ry� 1t12G ><I2G r.t inl, rr REBAR = TEST HOLE tilt' COMP 03IW {� 1'•17re" DUPLEX RECEPTACLE— WP o�o�lpgl.•-7"'1'3 � = WELL o = P!P£ ENWATERPROOF C' —. � I:tRO01GM1:n1ASCDHS I 1 A STAKE ® = MONUMENT GRADE 710N ASSOMY PROTECT ALL ABOVE GRADE WIRING W/ SCH 80 PVC CONDUIT (MIN.) M SECT'ION A-A VIEW SECTION B-B VIEW OF SCDHS F1 SINGLE LINE DIAGRAM NTS FLOAT EFFLUENT pL©AT "FUJI-CLEAN" CEN 5 TANK NTS 5Ui1TCH SUNTCH .................................. t000.toA.B.tp �{paM ADendonment DI the existing sanitary system must FPS In o, /(ZEpeRICK aKSLe DenfOf+tlance with the Depa•tmenYs mqulrements. Tn.m:<aN.ilm.I,a cana,.TLlRnmm<s,.,.e<amwlswMm ROBERT Submit CDmpICFSd form W WM-OBO aB proof wwM oTT PROPOSED SANITARY SYSTEM WESER NEW 1/A OWT5 PER ScONS STAROM05 FOR 2g 1 BEDROOM H0119E GE I.so ivo�ioaxwucex-R�TrteMo o Reou�o ' IDMG AQC11114LT `.jA.U. PEA . THE 5u mW IN R.CS o�W HET'N'WAw'R S Re4JLATKIN] % .FEE,A L BEPANATION BETWEEN WATER ANT SANITAR7 LMES. LLPL `\` y1B + E'R .MNxten FO ARo T�R�nP%yiWTRNOPeL_o,,,is Hot PS TPERtt. O GWEw' 0 AaE nP ve a9eRvl'BY PJDLCnWATIR. e'DE' A pN'tOr a R DACK TO ANY PROF.—SMNnM4 POOL. .. .. t y_r•+°' N�Orr Cot? Bc WP nw zD of IA oars So"R • ix A a/.scHEDULE , ce vTo�ED 'CABf L L WPfia •AEUi a Te z EU X D'x°Q rzs °' rSTEn W ]"\ go^aaOueR, ^ SM-% tlY NDPE SFCJRE HEAVY RtVlAWt SECBRE FNA- 10• 50 T RSf0.tl/LOnG C W T 0f el SAIEtt CO R i0 GRADE Y/SArtTY Fl•--I FlH.IL RYF£ SSCCRfB PUIO SCREEN Bi'IAYP-T1PE' %ffN DI'laF-inE' WA.PDRHO GC MIN 1 Y MAX. `,` b TAY.S� EL NS' cN M""NJB ER a� 5L�8 LRA OE CFCiInNEeTOEPTN W,;fib _ ... \•canoE �y N VlNT TNRU i µy $UFEOL%COUNTY DEPARTr.ENT OF HULTN SEavICFs F1 0 VENT/ PPE�ROVEOft R A •NMI W M.x OIE 1.APPROVED H N CONCRli! PER.,Foa APPROVAL OF CONBTRUCTiON FoF,A �•,ap. E N tl P NN'PiicHPER'.I o• —71. nwt'rllicHPER rt covFR S. FAARLV RESiDEM:E ONLY `4 N T9 48' a - E py �• tLEAM OUT CLAN OUi !RT a P LEACHING G ,``�p GDt ,,`` S' '��U,r 1JC roITIOK INVERT POOLS W GMEto.25,1 `, Tb ,,• , - �' µyNSOUSE bSTP DJTION IEI ML' 13009P.) y ,fib a'-R'i BO%✓R SER z DATE m+Ar_ziH S7REr:Nn R-za-tDDo Yoo°" ty aE�' ••Note changemusl Provide 14�— fR EL r-[• ,�-a • T-a• o4RAoe APPaw[D A y.,r.B- ,T.Y 18 mch vemeal Beparatxm behvaen R is nR ev'EioH I Q m % FOR MnxlnL»N OE_A F 'K drainage line and Septic Ilne" ` -"'" TAxe AT EXPIRES THRF F YEARS FROM DATE OF APPROVAL M �, '• DED PF •Faa-CLEAN'C N-. �iD[o _-_________ _ _____. r mixt a SlA50MAL 40.WNDtl ER�`j .TONE TR ATnE T TANK d��--.•i e p e'-o•- -�udLix/RD"vATEa RmB nun- /a 'o'• 14D 'j, Na DNAAiw 4NE 2 GENERAL NOTES+ON-BITS WBTSWATLME TREATMENT SYSTEM A/A) W W pF p"`O aYx9 9 ST!5 ART UP SFRV!TPE WTB PRIOR TO DACKHLLIMG AND z 9PwiP 3�`^�•/ p` Np \ ;yam^ AM E%EWT[O OPERAnON]AND NAMTEHANCE CONTRACT BiTKEEN THE OF-1 ��1� ^ EX \-/•�g�p'd` p{K,` �`pI A NMNTENANCE PROVIDER Al0 PROPERTY OBNER 9NALL DE PNOVIDEe iA ROVD CpRR tmG 5�'�) E Oa p SN ALL BE TESTED roR aAl.TIGHT-1.S I A neTX00 AMRO EO NA CTURER PRIOR TO THE ARRIVAL At THE SITE S"THe A PUA CLEAN REPRESE111ATNE SHALL BE PRESENT WRING START+1. h P` THE WITS MSTALLlR 9NALL Rl4i'TER THE OATS DTN 9COH5 JEINL \TMd OOCJ.....IROVICEO DY THE APCNITECT oRAgNG TRL6 2 a1PORON 11i I •( fVpT" ARE ESTIMATED OSTS MSTALLER BNALL CONFlRN ft EAA1F . ` rx • T OSCATNE RIOR 1'0 CONSTRUCT%N AND NOTIFY THE ARCHITECT OF ANY 917E PLAN 11 T4' . .-"F BUUC•E �N oaN P R CTORs Se-1 CONPNN INVEPT ELEVAT Ox O!SAMTA Y UNES AT \N �,'•i +SN E024U \ n \R pONr Of CONNECTION PRIOR TO LONSTRUCTiON CON TRACTOR TO WWI pSTORT jDR G�x�AJp'( THE ARCMTECT Of AN(p5L0.EPANCIE9 OWF-+" T1 0 •+�` t NEB 1�DyE�'N I A OW G SE THE THETARCHTLLERAMO YWS BACKPILL ANY RONK PROM TO MSPECTIONS Rr.��AEO L,� t\r ,fil�.� •'r S 9TAlLM i]RFSPOx4iBL7 FOR Kl MARK WTS OF ALL UIWEaGR0UM0 tODO' �I,�N,� R_ 'I p�p0a y;_-`!" m 1-®1 tOD. "Se WPTfP YT0.10 1 S 11DE4 W THE AREA RHO..... 1CI'AB 4111EQUFR A NIEtL' RPKv E,wp 0 A-!!--g - - , [�(A\,"t0_ /Gtl \J yJOUt CONTRACTOR SHALL BE RE9o0—LE FOR LONPLIANCE WTH fE0ERA4 STATE, `�,` \,-" \ CJUNtT AND LOCAL SAFETY'DO" MB N Wtl,rnmd FNmKA3ma.-} -1( -�a MT5 INSTALLER TO COMPACT AREAS eISTU4BlD TO Me PROCTOR DENSRT `�' UPDXE DR %'BE...4NAOE.Ia'LIFTS.M., B.h?a PiuExaes ni soon AA,�0.ou SA NEHAI EN°fcecolTrzos A�dARf'OII®i0N RESIDENCE NEY N S T VEBA LD00',C 0 ALL iS'AND 4'NSE0 SHALL NAVE 5APETY SCREEN]AND COVERE AS p OR\ a PUat MAM,PACILREO Dl'iufF-TRE' MASON DRNR *-E'A CP. li N' • or y MI E? W1S MBtALLER SHALL WTIII N.ENIS 1[NOURS PfiOR TO THIN MSPECTNNI CUTCHOLUE.NY SSO—QI00SOtli-IXOED-N \ '11 M 1 { T,Ndx•e T A RCWTRCT, PROPERTY OWNER9 RICHARA BURGER ROONEY PURVEY MPORPIATONi RDDER KO'R.Au_________ __ __ ______ -----I N �' ftIGHAR.ROONEY OUTHO SUVETORS.PL. CK -- EA T MAPL[ROA 11�� ABB' `S, DEIT O'NEILL SOJTH NY D v1X•MY.TWO N N PAT RICK O'NEILL M.E.D[cEEER D 10]] gp A y N { xD IIEVAIIOPU REFERENCED TO NAVD MBI + Ta.NAEON DRIVE /O NOYAC PATH i X Ry SS EXDE � 171AIE TCHOGUE BCTne 1000-I0H-06-a1 WTRR MILL,NY 1R1i N p TORN OF 60UTHOLD 1 iAP aJPPOLK CWNTT.NEW YORK LOT ARlA.DRIB$I IO.a ACRES) T TH-NBIP MG {{^ OWDy1S -..f'f A n Tn L TEST HOLE DATA toDDWP�1 EL 0 WB ^t[I HY� o'IR"'I as DRAT" y'4' �1�E•5 5' JJ eGG.tD+' el.T A• O.S.DARK Daowx G ..°I,'Ii TRuv u r N ...e...•., l )�fj A s "An IOL, V7 0 �L P e Arn Lv All- OR S' Dayp ln)TM C�101' U 'N P^'- W T.A ue *�Aa p 0 ON 6L NI AR' PINEESAANOST$" eR 1"'" AL N,IID eAse • --.- C `O �LL pAputuFlxEvX� . i SAND 19m p .50A'T�' h n WiLuwPt Y •- PLAN VIEW Ia' 1 -..^..., REM., AK W.SO]) GOAB SLOWER AND PANEL DETAIL .�, xptti RATlR ENCO OATR AM! RP SIR. GRADE. '_ N 1 ELevATWM]REreRENCED t0 NAVD P. SITE PLAN G ] —f pCAW r']0' Owl-JH MONTH T000n �.... ,pR.0,.0.0. �° upaDA I" 20'-0' gP"OpxLFiOel:co°T R'"t a"5 o.°x' R DRAUNc ND. IS- KEY L ® .MSTSi HOLE NE& SCDHS 1 O ytHO e .REEM w WPtER ® NEEE O .1VK CY P DA-T_t' _f,RN£ ■ hove ,� '- .MOMONOdT a OP ICGIe1 arSDON A.A RP4mON&0 VI[w rdc`w o rvc cowl mx+ TUA-!LEAN'CEN S TANK SINGLE LINE DIAGRAM xi +, i ADDRESS: 725 MASON DRIVE, CUTCHOGUE 5_1cj 1WE o vNKNo� i i . . ®WELL 0�`L\NG 201 0�_0Ar- 1000- vNyOWN L K\ oWELo�5_2R 10pVgL\G Wp�R /O WE N �F LL GULR 1oP\JB\ �vp� SURVEY OF PROPERTY gvRRE LL A T CUTCHOG UE E��ZPe� o \N_G 25 5_ WEL® 10p0 r �WELL EL! �NGE TOWN OFSO UTHOLD 50, : SUFFOLK COUNTY, MY _ _ ,41.3� � 1000 104-05,24 SCALE 1'30 L N-1546'ad E �. N. DECEMBER 6, 2022 (80H) caR .D O APRIL 10, 2024 (FOUNDATION LOCATION) ALL\NG 1 ( '�' FRAME o CO- D LLINC'S�3g W� 5� 1 G 10 a 0 10q, 2 EL. 0MF �- SHED O 4 1000_ WELL C' 2' o OWEL-Q 5_37 100pg-`\C wp�R R ✓ 1000 gL\C PV M PV / -t1 TOP OF vo / FOUNDATION a! EIEVAT10N=70.9' N CONCRETE j0su5E � a FOUNDATION 2 I Ld XIA No 2a� 11.0 � O + 9�. o O (Secondary � rY Fronf) V) 25too .0' 2 0.q. t17 q6•U CCREL. kt,o w SideCp 1 top. OVJE 5_2 OHW t4 TEST HOLE DATA l000_10`L vPo.E a• , N ,5� McDONALD GEOSCIENCE wE 16• �, 13 10128122 EL. 7.6' O DARK BROWN LOAM OL '�i' m tsecondory g0 I BROWN SILTY SAND SM f v 1 EpP PALE BROWN nNE SAND SP �1 o EL 1.1' 6.5' OWELLIN 5_23 �('� 6 6 VIA TER IN PALE BROWN 100 ugL\C w p GOR q` '-rj0» L\-1NG ` FlNE SAND SP 1 Z P UG ..5 13' 1p00_10 NOTE• WATER ENCOUNTERED 6.5' BELOW SURFACE ELEVATIONS REFERENCED TO NAVD 88 GL EL. p\313V 6 9 1000_104_ KEY OWEL\\w PAR Q = RESAR / PugL\C q._"1-3 ® = WErL 1 W CONS�vC�ON A = STAKE NE ® = TEST HOLE ID �L Np VR ^ c :, YC ® = PIPE P;o p-10�UOvpN = MONUMENT NEW GONS�R ® = WETLAND FLAG ' 'A I cQ> = U77UTY POLE f 0 LWp�R p\3gL\G 4_7'1•'� �✓ Glyn_r ";�_ 1000_10 N.Y.S. LIC. NO. 49615 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A NOLA710N OF D e�/� n �r/� .Y.S. LIC. NO. 051132-01 SEC7ION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT A LEA= t!0,c�30 �. O. FT. -PECONIC U VEYORS, P.C. AS PER SEC77ON 7209—SUBOWSION Z ALL CER77RCA7701VS HEREON (631) 76 —5020 FAX (631) 765-1797 ARE VALID FUR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR WOSE P.O. BOX 909 S GNATURE APPEARS HEREON. 1230 TRAVELER STREET SOU7HOLD, N.Y. 11971 22-03r� 3 _r ADDRESS: 725 MASON DRIVE, CUTCHOGUE N 4"5�19 1000�10 KNOWN r WEvv UN ®�vv NG pWEvV 5_20,1 O vUN 5_2� 1p00'v0�NKNO`►'�'\ G 00�10�� R � O�v�N 5'26 10Pvgv\C Wp�E SURVEY OF PROPERTY wo/FRRE�L CVO 10pv8�C WA R A T CUTCHOG UE �BE� $` e�G 5 ® E�tZ ow 1p z TOWN OF: SO UTHOLD SUFFOLK COUNTY, N. Y. 50 14A.37, 1000-104-05 24 SCALE.- 1'--30 N'64rol QQ"E � f DECEMBER 6, 2022 (BOH) � 6 ooR;E�-' �° d O��L\NG 21.1 ..1L $ FRAME �10�'S" E\.• CMf SHED O D`��L1,\NG5_36 C7.2 pow" 5"3-1 1000'1° WA'!ER w � 1000'1\C WADER PVg�\C QUg\. -n ON�°N usti co (AR SANG CONC' S6P SC C 000 p JA4 r VEN P,j A �Ft.E\-' DECK P►� m NJ �J�5 ..► OVEN 50.6 1 slo r �.� to, N°DSO V-1. �o• .. O vv1N0' 22 OHW OHW OHW OHW u; 386 TEST HOLE DATA ,1oa'S" ��v 24° a►cK McDONALO GEOSCIENCE 10p0 WEE` P T'/1 0NC SSOOp 10/28/22 a V 1 Z cN 7. ST EL. 6' DARK BROWN LOAM OL 4J p R o N (Ni,.S 0.5 o ()D. >- 0 BROWN SILTY SAND SM L. z o o CORE4. 3 ® � Z m '� CMF ,� 4. �v v j o N 8 QQ' �fE.ENO w EOP PALE BROWN FINE SAND SP cmua EL. 1.1' 6.5' WATER /N PALE BROWN 1000 gv\C `NPR COR.Ev ..� Jf/t FINE SAND SP PU 1'A`- IDWgLL\NG R WA'cE 13 • CMF E D pogo\;Oq,_1"5 NOTE. WATER ENCOUNTERED 6.5' BELOW SURFACE ELEVA 77ONS REFERENCED TO NA VD 88 0 J► � Eta.\NG R ' C E�'' KEY Q — REBAR P 4 � ® a (HELL 1 CONg�RVC,\ON ® — STAKE NE 9 = TEST HOLE OWEvv\G ® = PIPE pVgoo 1p4"1 S EW ® = MO ON N �olAs"?MONUMENT ' = WE7L4ND FLAG cCb = U77UTY POLE DWEvv\N DER Pvgv1C W��1.3 10°0"10� ANY ALTERATIONOR Ao AN TO THIS SURVEY A NaAnav OFN.Y.S. LIC. NO. 49618 930 SQ. N.Y.S. LIC. NO. 051132-01 AREA= 30 sEcnAN 7209209 OF THE NEW PORK STATEEDucA77nAN LAW EXCEPT PECON/C SURVEYORS, P.C. AS PER SEC77ON 7209-SUBDIWWON 2. ALL CER77RCA770VS HEREON FT. ARE VAUD FAR 771/S MAP AND CAP/ES 7HEREOF ONLY/F SAID MAP (631) 765-5020 FAX (631) 765-1797 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYAR WHOSE P.O. BOX 909 SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 2�-03� ADDRESS: 725 MASON DRIW, CUTCHOGU£ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I APPROVAL OF CONSTRUCTED WORKS FOR '9 '`' ASINGLE FAM!LY RESIDENCE 1000`UHxNONtil ,�. Data slsass H, S. Ref No R-23-1000 The sewage d sposal and water s,-pply faci!�t es at this locetion have teen SURVEY OF PROPERTY ' ins;e t:d and'o,cert.',ed oy this Departrteit or other age nces and found AT CUTCHOGUE �Wpk, to he satisfactory f ORA%1AXI"1MA OF 4 BE-DROOMS TOWN OF SOUTHOLD 0�410,jk- 5-7.0. l t000�'0 -KNOWN pY 111N 5..y6 �4 JO f!LAN PAL P E,CHIEF SUFFOLK COUNTY N Y. � �L u B��R�tl CVO wQUe4�e �AlER oa��o'vi,>t-rater Mama e„=�t 1000-104-05-24 DECEMBER 6, 2022 (BON) APRIL 10, 2024 (FOUNDA77ON LOCATJON) MAY 2, 2025 (Final As BuOt Survey)) 50' Ao�' sToa 1 41 3� 00 P 0 GQRn. Nyg•h6 WEl.4tiNG >> $ i.6 �FRAVE 00� p,�LLetGg'36 10 ,WO�Ii�2 02` Ne `Ex4SnNv} 0WE1Ut5 5`3? ti000``�t,WAR SEPTIC SYSTEM AS INSTALLEDOQ 10p0 50bWAR 1 pv� [1]FU,A(ENS OWTS SEPAC TANK(ST) CO 0iR7 S T. pU¢IG [31 4'DEEP 8'DIa. PRECAST CONCRETE LEACHING POOLS PTT� [11 DISMBU770H Box(OB) LPi A p1t f N LP S ST A 4J !� SEPTIC LOCA77ON +� 10 LP D o A• 99' `►1 rr�i DW c�Nsp�� nR�q � owls(ST) 25' 74' q Z a ,d N. � DW. �" 1 De 19.6' 1a, 2S m G 2 a f LPf 18.5' 24.5' 70 p,Ei.• LP2 3a5' 34' CQ a�Vfok pO R01 1h 2 5 TOR1 TOOL m tP3 46' 47' -t t—�`\ 0.2 {NO0SEa ll �l1NG Y i2d DW, t 22 Up ' OWN +yt.f'1 Q GRA1 1 TEST HOLE DATA McDONALD cEoscTENCE o 1� t s DW m �I i 10/28/22 col h�'' £L. 78' DARV BROWN LOAM OL f �# ' Q q6.E 0.5' WEy . 16$0 - PROM SILTY SAND SM ' ¢}3,APR01i- p. wATtiA G, EL• 3 µEsc 6.fi 0 5`�R tf t 00 WELL f PALL BROW RNE SAND SP 10�¢UyGQR�A` ,P 1 ///�� KEY WATT'R!N FALE BRONN �/ �� ,-�'r_�^ l �1 = REBAR FINE..AND SP ti }Ne t /jam r3' `� OYIEayyptER l�� O/!// = CE-64' � v A = STAKE NOTE- WATER ENCOUNTEPED 6.5'BELOW SURFACE 6g l9 TEST HOLE ELEVATIONS RFFERFMCED TO NAND 88 (J • = PIPE �!I as�R = MONUMENT t p0OD 4 04- JG'(,ON �pf 1ME W p OO 0 �hO� a O�S = WETLAND FLAG 'i l NON GON' �/per/ �°9* s eN UTILITY POLE °NfLLpTER (�-q A► � �� DW = DRYWELL —G—= BURIED GAS LINE —w—= BURIED WATER LINE —E BURIED ELECTRIC LINEAR3 N.Y.S. LIG N0. 49618 ti 1000�5p4� N.Y.S. 1.1C. Na 057132-01 ANY ALTERA I7ON OR ADDITION TO THIS SURWY IS A WOLA AON OF S£C7TON 7209 OF THE NEW YORK STA7E EDUCA77ON LAW. EXCEPT AREA= 30,930 SO. FT PECONI FL CfR7TF1C989 SOLtIRONS AS PER SECTION 7209-SteOIS4SION 2 ALL CER77F7CA710NS HEREON (63J) 7B5- (631) 8B9-9iT4 ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP EmaA: peconlc cs�gmar!-com OR COPIES BEAR THE&PRESSED SEAL OF THE SURWYOR WOSE econ/csurve SIGNATURE APPEARS HEREON. pptonlme.nel sai7rBioLa�N.Y. 11971 22-037 load . APPROVED AS NOTED COMPLY WITH ALL CODES OF DAZE: �_a _a P.B. # 5 a5a 510 NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF FEE o5S�o D BY: NUttlOLp1�Y ZM NOTIFY BUILDING DEPARTMENT AT SOUiI�OI�QtgWNPLANNIHIGBOAAD 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED ICY FOR POURED CONCRETE SWELDWc ROUGH-FRAMING&PLUMBING R-23-I DOD = INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS DO-NOT;PROCEED WITH PLUMBER CERTIFICATION FRAMING UNTIL SURVEY ON LEAD CONTENT BEFORE OF FOUNDATION LOCATION CERTIFICATE OF OCCUPANCY HAS BEEN APPROVED. SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. TRUSS PIACARDiA1G REQUIRED n PLUMBING Blower door ALL PLUMBING WASTE &-WATER LINES NEED and ductwork TESTING BEFORE COVERING testing required. Must provide Manuals RETAIN STORM WATER RUNOFF D,J and S as per PURSUANT TO CHAPTER 236 NYS Energy Code OF THE TOWN CODE -* prov'Ide, re�U;red Ven-+la-�ion in al► 10crthr00ms GS PeY Ny5 Code . CGenerated by REScheck Web Software �J( Compliance Certificate Project 725 Mason Drive Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,090 ft2 Glazing Area 24% Climate Zone: 4 (5572 HDD) Permit Date: "Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 725 Mason Drive O'Neill/Rooney Residence Fredrick Weber Cutchogue,NY 11955 631-754-5555 fwebe ra rch ite ct@ya h oo.com Compliance: Passes using UA trade-off Compliance: 10.7%Better Than Code Maximum UA: 478 Your UA: 427 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code'Index.reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade.tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in•the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling Hot Roof:Cathedral Ceiling 2,681 ,® 0.0 0.027 0.026 72 70 Wall:Wood Frame, 16"o.c. 2,445 .+1610 0.0 0.051 0.060 96 114 Door: Glass Door(over 50%glazing) 236 0.300 0.320 71 76 SHGC:0.30 Window:Vinyl Frame 317 0.300 0.320 95 101 SHGC:0.30 Basement Wall: Solid Concrete or Masonry Wall height: 9.0' Depth below grade:8.0' 1,863 0.0 cwmoslpo.047 0.059 86 109 Insulation depth: 9.0' Window:Vinyl Frame 24 0.300 0.320 7 8 SHGC: 0.30• 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 bull-ding 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. Gerson Rubio, P.E. ,�, 11/14/2023 Name-Title Signature 4:5Date Project Title: 725 Mason Drive Report date: 11/1423 Data filename: Pagel of 9 CREScheck Software Version : REScheck-Web �(J Inspection Checklist Energy Code: 2018 TECC Requirements: 1,00.0% 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. &S e on PInci f�edFeel Verified"* npn 'es Comments/A ssumptionsVlue lueRe ID� Pre- P v "Comp, ,. 103.1, Construction drawings and ❑Complies 'Requirement will be met. 103:2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the 14 building envelope.Thermal - '-, ,, ❑Not Observable ; w F p r ❑Not A Iicable Ienvelope represented on 4 a PP !construction documents. 103.1, Construction drawings and ; ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR311 lighting and mechanical systems CO) E Systems serving multiple. ,;)❑Not Applicable idwelling units must demonstrate u ' 0 1 compliance with the TECC i 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 I Btu/hr I❑Does Not [PR2]2 on loads calculated P erACCA CoolinManual J or other methods I 'Btu{hrg I Btu/hrg ❑Not Observable approved by the code official. i ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3:{tow Impact(Tier 3) Project Title: 725 Mason Drive Report date: 11/14/23 Data filename: Page 2 of 9 Section Plans Verified Field Verified' # Foundation lnspectvon Complies Comments/Assumptions Re ID' y Value Value 402.1.1 Conditioned basement wall R- R- ;❑Complies :See the Envelope Assemblies [F04]1 insulation R-value.Where interior I I ❑Does Not ',table for values. t insulation is used,verification R- R- :❑Not Observable ; may need to occur during , , Insulation Inspection. Not : :❑Not Applicable i required in warm-humid locations in Climate Zone 3. 303.2 I Conditioned basement wall ❑Complies ;Requirement will be met. [F05]1insulation installed per . �3 ❑ a Does Not ! i manufacturer's instructions. r ' ❑Not Observable : „ t PNot Applicable 1 402.2.9 lConditioned basement wall : ft : ft :❑Complies :See the Envelope Assemblies [F06]1 insulation depth of burial or ❑Does Not :table for values. distance from top of wall. ;❑Not Observable ❑Not Applicable 303.2:1 JA protective covering is installed L'a F �M, ,'� r ❑Complies :Requirement will be met [F0111zto protect exposed exterior �, ❑Does Not insulation and extends a s 1 minimum of 6 in. below grade. ;', , ❑Not Observable : I ❑Not Applicable 403.9:.. Snow-and ice-melting system ❑Complies ,Requirement will be met. [FO12]2 'controls installed. ❑Does Not j[]Not Observable : ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 725 Mason Drive Report date: 11/14/23 Data filename: Page.3 of 9 lraml -1n ;,p i verified Comments/Assumptions,` x X_ 4 L n, 402.11, 1 Glazing U-factor(area-weighted U- U7 'ElCoMplies 1,Se6 the Envelope Assemblies 402.3.1, 1 average). I I PIDoes Not I table for Values'. 402.3.3, 402.5 I 11E]Not Observable [FR2]1 1EINot Applicable 303.1.3 U-factors,of fenestration products T as 'Req4irement,Will be met. ,DComplie W,, JFR431L �are determined in accordance -Y LJDoes Not with the NF RC test procedure or []Not Observable taken from the default table. ONot Applicable 402.4.1.1 lAir barrier and thermal barrier lComplies 'Requirement will be met. [FR23]1 installed per manufacturer's IDoes Not instructions. f]Not Observable41_11� ]Not Applicable 402.4.3 Fenestration that is not site built .0 A�W�'0� Complies 'Requirement Will be met. [FR-,20]1 (is listed and labeled as meeting E]Does Not 1AA1V1A/WDMA/CSA 101/l.S.2/A440 or has infiltration.rates per.NFRC E]Nbt Observable N 10 that do not exceed codeApplicable limits. 40 .'5 1 C�.4 -rated recessed lighting fixtures t ElComplies Requirement will be met. [FK16]2 sealed at housinglinterior finish []Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. []Not Observable E]Not Applicable 403.3.1 Supply and return dUct5 in attics 11COMPI16s 'Exception:Ducts located (FRI.2]1 insulated>= R-8 where duct is ,JE1Does Not Icompletely.inside the 3 inches in.diameter and >= ;building envelope. y J[JN,ot Observable R-6 where<3 inches.SUPPI an lo,dj' ,'T]Not Applicable return ducts in other portions of the building insulated >= R-6 for diameter>= 3 inches and R-4 2 !forc 3 inches in diameter. 403.3.2 !Ducts, air-handlers and filter .......... �',X�,,M,-OE]Complies 'Exception.Requirement is [171113]1 !boxes are sealed with, E]Does Not :not applicable. koin i b#seams compliant with nternational Mechanical Code or E]Not Observable International Residential Code,as E]Not Applicable applicable. V k _v ;Requirement will be met. .4 Building cavities are not used as ElComplies, ducts or plenums. []Does Not E]Not Observable Applicable v Ducts declared to be within the Elcom plies IRequirementwill be met. 1[FR28]3 conditioned space are either 1) DDoes Not completely within the continuous air barrier and within the building E]Not Observable thermal envelope;2)buried Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handier is located completely within,the _4 continuous air barrier and within the building thermal envelope and the ductleakage is<= 1.5 ....... A cfm 100 square feet of conditioned floor area served by the du N ct system,or the ceiling A"44 insulation R-value installed & against and above the insulated duct>=to the proposed ceiling insulation I ' n R-Value,less the R value of the insulation onthe I I High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impa Project TAtIe: 725 Mason Drive Report date: 11/14/23 Data filename: Page 4 of 9 —Section plans V Value Z 40.4. HVAC piping conveying fluids R-- R-- 'Ikortiplies !Requirement will be met. [F,RI,7]:,,, above 105 2F or chilled fluids I CIDoes Not b �-R- elow 55 QF are insulated to 3. bNot Observable . []Not Applicable 403.4.1 Protection of insulation on HVAC 31]Complies Requirement will be met. JFR2411 piping. lot ViW-,,, []Not Observable ONot Applicable 403,5.3' Hot water pipes are insulated to R- R- 'LlComplies Requirement will be met. (F[1181z, ;2:11-3. E]Does Not :E]Not Observable 10Not Applicable Automatic or gravity dampers are 4,03.6, 'Requirement will be met. A! [FR19]2 installed on all outdoor air �,,'ALJDoes Not intakes and exhausts. :]Not Observable EINot Applicable Additional Comments/Assumptions: 3. High Impact(Tier 1) Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: 725 Mason Drive Report date: 11/14/23 Data filename: Page 5 of 9 Section- ' Plans Verified �Fleld Verified' # Insulation Inspectoon Value; `Value Compl�es� Comments/Assumptions 303.1 JAII installed insulation is labeled T3 P : ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values :;❑Does Not J. provided. ii ' _ 1❑Not Observable 11Not Appficable 402.1.1, 1 Wall insulation R-value. If this is a; R- R- UComplies ;see the Envelope Assemblies 402.2.5, ?mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not I table for values. 402.2.6 Iwall insulation on the wall [IN3 Iexterior,the exterior insulation %❑ Mass mass ❑Not Observable J i requirement applies•(FR10). ❑ Steel ❑ Steel []Not Applicable r 303.2 ;Wall insulation is installed per ;❑Complies ,Requirement will be met. [IN411 !manufacturer's instructions. ❑ ; } Does Not f ". ,,❑Not Observable I ' `❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3` Low Impact(Tier 3) Project Title: 725 Mason Drive Report date: 11/14/23 Data filename: Page 6 of 9 Section,., Plans V4rified' Field Verified " "' #' Final Inspection Provisions Complies? Coriiments/Assumptions Req.1D, Value n.Value. 402.1.1, ;Ceiling insulation R-value. R ; R- :❑Complies ',See the Envelope Assemblies 402.2.1, E Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, I 1❑ Steel 1❑ Steel 1 1 402.2.E ,❑Not Observable , [FI1]1 ;❑Not.Applicable i 303.1.1.1,(Ceiling insulation installed per r ❑Complies 'Requirement will be met. 303.2 !manufacturer's instructions. a2 f ,z ❑Does Not [FI2]1 !Blown insulation marked every 3 ft2. am Not Observable 00 ; _1,❑Not Applicable 402.].3 Vented attics with air permeable i❑Complies 'Exception: Requirement is [FI22]2 insulation include baffle adjacent I :�EIDoes Not :not applicable. Ito soffit and eave vents that extends over insulation. J❑Not Observable I 3EINot Applicable 402.2.4 Attic access hatch and door : R- 1 R- :❑Complies :Requirement will be met. [FIB]-' insulation zR-value of the 1 1 i❑Does Not 1 adjacent assembly. 1 1 1 1 1 1❑Not Observable I ❑Not Applicable 402.4.1.2 i Blower door test @ 50 Pa. <=5 ; ACH 50= 1 ACH 50 = :❑Complies :Requirement will be met. [FI17]1 1i ach in Climate Zones 1-2,and 1 1 TIDoes Not <=3 ach in Climate Zones 3-8. 1 1 1 1 1❑Not Observable : ❑Not Applicable 403.3.3 M Ducts are pressure tested to 1 cfm/100 : cfm/100 ;❑Complies ;Exception-All ducts and air [F127]1 determine air leakage with ft2 ft2 :ODoes Not handlers are located within !either: Rough-in test:Total ;conditioned space. j leakage measured with a 1❑Not Observable 1 pressure differential of 0.1 inch 1 I :❑Not Applicable Iw.g.across the system including `the manufacturer's air handler 1 1 enclosure if installed at time of 1 ;test. Postconstruction test:Total leakage measured with a ; I !pressure differential of 0.1'inch Iw.g.across the entire system 1 l including the manufacturer's air :handler enclosure. 403.3.4 f Duct tightness test result of<=4 1 cfm%100 1 cfm/100 ;❑Complies :Exception:All ducts and air [F1411 i cfm/100 ft2 across the system or 1 ft2 ft2 10Does Not handlers are located within 1<=3 cfm/100 ft2 without air 1 1 1 conditioned space. handler @ 25 Pa.For rough-in ; '❑Not Observable Itests,verification may need to 1 : I❑Not Applicable ; (occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated '❑Complies :Requirement will be met. [FI2411 I by manufacturer at<=2%of ❑Does Not !design air flow. r 3 1 a`,❑Not Observable ;❑Not Applicable 403.1.1 " • (Programmable thermostats e Y)❑Complies ,Requirement will be met. [FI9]2 iinstalled'forcontrol of primary pp =.r r ❑Does Not heating and cooling systems and i initially set by manufacturer to l �❑Not Observable code specifications. ❑Not Applicable 1 ,403.1.2 Heat pump thermostat insta[led 71 ❑Complies ;Exception: Requirement is [FI10]2on heat pumps. I ; .w ❑Does Not 'not applicable. 1 J❑Not Observable 1 ` j❑Not Applicable 403.5.1 •Circulating service hot water ❑Complies :Requirement will be met. [Fill]2 systems have automatic or 101)oes.Not accessible manual controls. i (❑Not Observable : ❑Not Applicable 1 I High Impact(Tier 1) 2'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 725 Mason Drive Report date: 11/14/23 Data filename: Page 7 of 9 Section p plans lserifaetl XF1e1d f;Ver� ied ;' # Final'tns ®ct�on provisions „. [omplies? ,;Comments/Assumptions &;Re .LD, Valuef; Value 403 6.1. JAII mechanical ventilation system ❑Complies ;Requirement will be met [FI25]2 , ..fans not part of tested and listed a :❑Does Not HVACequipinent meet.efricacy _" and airflow limits per Table E'.. s ❑Not Observable R403.6.1. "; []Not Applicable 403.2' Hot water boilers supplying heat ""❑Complies IRequirementwill be met. [F126]2 through one-or two-pipe heating ;'y❑Does Not systems have outdoor setback b, control to lower boiler water a�.+`� x9 xs�'"`39'�Y ; �. 't us'F:e+rh�,-',� ❑Not Observable itemperature based on outdoor '�' ? - `" "x• '>a❑Not Applicable ; i temperature. I I 403.5.1.1 (Heated water circulation systems ", ' :^'111Com plies ;Requirement will be met. .[FI28]2 . have a circulation pump.The I❑Does Not system return pipe is a dedicated 1 return pipe or a cold water sup ply ❑Not Observable ; 'S 1'h y ✓d I' 'e pipe.Gravity and thermos- ` °' ' ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the � 1 occupancy. Controls :f ' automatically turn off the pump i. when water is in circulation loop it at set=point'temperature and no demand for hot water exists. 403.5..1.2 Electric heat trace systems I y r ❑Complies Requirement be met, [FQ* comply with IEEE 515.1 or UL �HDoes Not 515.Controls automatically adjust the energy input to the ,"im❑Not Observable heat tracing to maintain the ❑Not Applicable r desired water temperature in the iff i piping 4 x: y 403.5.2 J Demand recirculation water i ❑Comlies p ;Requirement will be met. g [F13012 5" ' systems have controls that , F kftx 'r;+�.a , ,`t�f�u E] I 6 gat, Does Not I manage operation of the pump T3 and limit the temperature of the ❑Not Observable water entering the cold water s ❑Not Applicable ; piping to<= 1049F. 4035.4 Drain water heat recovery units ❑Complies ;Requirement will be met. IF131]2 tested in accordance with.CSA u �`� ^, '[]Does Not B55.1.Potable water-side s pressure loss of drain water heat i�4 rA� ❑Not Observable I recovery units< 3 psi for �` < t�f rs 5 p M ❑Not Applicable i individual units connected to one or two showers. Potable water- side pressure loss of drain water ; heat recovery units < 2 psi for 1 I individual units connected to gthree or more showers. a »> ; 404.1 90%or more of.permanent -l❑Complies ;Requirement will be met. [F16]i fixtures have high efficacy lamps '" , x � ❑Does Not ; ❑Not Observable ; f " []Not Applicable 4.04.1.1 Fuel gas lighting systems have ❑Complies ',Requirement will be met. [F123]? ' no continuous pilot light. t '❑Does Not r Vk'> t• n =yi❑Not Observable i +"' r°(❑Not Applicable r a * K ,` ❑Cmplies Requ irement will be met.o401.3 Compliance certificate posted. [FI7,]2. " y,[]Does Not ❑Not Observable ; ' w�•,�❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3�J Low Impact(Tier 3) Project Title: 725 Mason Drive Report date: 11/14/23 Data filename: Page of 9 Section. Plans Verif�esl ° ` Fietd'Verlfied' ''.# Final'.Inspection Provisions Value Value Compl�es� Comments/Assumptions WRe .lD ; [FIB 8]3. mechanical manuals for J r,; ❑DoespNot ;Requirement will be met. 303�3 Man and water heating systems have been provided. " I[JNot Observable ( E]Not Applicable Additional Comments/Assumptions: ---------- 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 725 Mason Drive Report date: 11/14/23 Data filename: Page 9 of 9 2018. 1ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 14.00 Floor 0.00 Ceiling/Roof 38.00 Ductwork (unconditioned spaces): Door Rating • Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Cooling.System: Water Heater: Name: Date Comments �C) e 41 D r`VT A6 6 JIV10'-2" 33'-0" 6'-4" 10'-6" 12'-0" '�`""_" �D �� (Frame Dimension) (Frame Dimension) (Frame Dimension) (Frame Dimension) (Frame Dimension) FREDERICKROBERT WEBER (Frame Dimension) 6'-0 5/8" 4'-1 3/8, 331-41, 6'-4" 10'-101, II'-8" lt, ARCHITECT A Ala 4'-9" 8" 4'-9" 8" 10'-6" �'--cv --- ------- Wing Walls for I I I I I I Steps to Grade _ ——————————————— N J L——J —— L———————J L———————————————————— _ aY r— ---- :. . � � Ir- ----------------------------------------------- ------------- I I =� I I I M oGl I I I 1'-2" I'-4" 1'-2" I'-4" 1'-2" *'I I u i I (Frame Dimension) 8" 3'-8" 8" II" W _ Guard Rail O 2 Oi ► 1 tr tr Piers to ��-- I 1 I --`r - FF El +13'-6"iv Porch Foundation Walls: I I_! I a 1 1 I I f- - `�' 8" P. Conc. Found. Walls w/ I I- - Support Slab LL I I O I I I I oo I I Basement Foundation Walls: iY E (2) 45 Bar • Top t #4 Bars I I 1 I m I I I ____ J I ,`r 8" P. Conc. Found. Wall w/ � UNEXCAVATED `-a I - I I ---_--J I it (2) tt5 Bars, To t Bot. t - To f o n . l 18" oc Ver ., Extend into Slab I I x _� I I -' L_ L___ _J L_ p �,- " e on 18"x 10" Cont. P. Conc. Ftg. I 1 N 4" P. Conc. Slab w/ - cn l 1 F_ j x I tt4 Bars 16"oc Vert. w/ (3) 45 Bars (Typ.) 1 6"x6" W2.9xW2.9 WWM Reinf. I I v I °D I e Between Wall and Ftg. on " -to - I - I r-------------- - � I o = I 20"x 10" Cont. P. Conc. Ftg. Bluestone Eg ess Dowel Porch Slab into Found. Wall (tt5 Bars, 24 oc) 21 -2 _ _ a I 8" I 5'-0" I 8" a___ 10'-2" I 8" 1 =v- u oo g Window 10 I 1 8„ i $,i OI, i II��II I i 1'�IO" ; I,=�„ I i 8,i O„ i I I_I I I 1 M ch of = _, e _ w/ (3) tt Bars (Typ.) Cap ---____-, __------ _-- I I I , UNtXCAV� TED IM I iL I :r N -� v s J _.�___.�—__�__J I (2) 1.4" LVL I L_L___ ___ -___L __LJ L_ ___ __ ___ _________ \ _ j. P. // � I I I I I I I I 1=--- ---- I I I I- I AreawaC r O Q[ LL ;- \ / -- --- ---- -------, fi-------rt oo I y� ' 0 _- I Flush) L_ / / - I Beam `'' �� ,/ j I III 2" Closed Cell 3/$"ix5"xl2 I Pocket I I ' Oe / 1 I III Spray Foam Insul. L g I To New Approve iv O � / / � = I 111 Bearing R ill Sanitary System I 1 4 -8 � I EI +4 S3 I/2 / O I - I III s Full Hgt. (RI3) 1 I y y I 1 Drain to a // ,� i --_I_ I (Fire Retardent II III I L---------, Drywell = C 2'-6" 8„ 11-10" III Coating) °D r / CrI I I11= �l -- / ---I- III r__T---- -- II = o, i i i 14" TJI 360, 16" o.c. I ,_ _ t Note: Window Sill co to be •44 Above r UNEXCAVATED x r----- ---- III I 1 I N � I I --- ----- I " (2) 14"D//LIII u i i i u IIII \ z 1 •I I I I I Bsmt. Slab (Max.) 1 1 4" P. Conc. Slab w/ a- 1..... _..- 111.v o d 1 1 d , r X \ VxV W2.9xW2.9 WWM E 13,_2„ fi-- -- 5,_;0" I > IIII I I 1 =1 I E -- I I '- I - o I I I I I__+ _ - I /24"x III I I I 1l II r-- I---I -- r 28.75ESS WINDOW DETAIL c iv Al'�` I 1 I I I I I I I I I I fi I I I A O O O O 4 II 1 I I _ I Plastic Dr well O \ E \ I - = I I I I 1 I - IIII I y 1 e I Pier to v- m I - III Ln - 1n u u I i I I I 1 ,- I INDS FWAS24) „ , „ O Ca M p I I Support Slab -' _� r - I I I III ' Ei IIII I I 1 C I I/4 = I -O 1 I BASEMENT �-�-� I 1 „ e I 6 -O 1-4 5 -1O I __� L..__ I II I� 1••- 1- I I F- I I- -i 11 I U 1 I 0o I 4" P. Conc. Slab w/ - u IIII L--_I I__J I I-- - I I In g `r Vx6" 10/10 WWF Reinf. 1 I V' I v IIII Itl J I III I I I I I I � I • > I � I 70T14"L L III� � I� iv I xl H ndI i= L___I� _ �11-1 C III> 1 I I ^ IIII O III 1'4" TJI 36D, 16" o.c. o I I ------- ---' Below II _ x l l � 1 I =I U I 10 `� `� a- O A N I 1 III 3 1/2"0 Steel Pipe " Island �� O I I �+ I 'v _ �-,- III m Column on 3L x36 xI6 �\ s I- - I 11 ,�, I .I �1 14" I I DRAWING TITLE: 6 - e \ I I Ill- P. Conc. Ftg. w/ (3) II I I Q Co 1 8" 1 III 13'-5 1/2" U5 Bars, Both Ways 13'-3 I/2" 16'-4" (rt I i II'-1" i 8" E r =_I_ " " " _ I I -� = I I FOUNDATION 1 L M d\ \ ( /41 X5 xl5 III r- --� r-- - III 6 ` -_-- a te I I Bearing E III I I I II I I I -- I _I E 3� �� _ ___ ____ g 111 W 10 x 45 Girder (ContInu us) w/ 2x6 Nailer E I W 101 x 45 Girder (Continuous) w/ 2x6 Natl�r I III �I I I la --r-- -- ——— -------- - ---------- tL. �� —.—.—. .—•—•— —•—•—•—•---F•—. -'rl-- -I�-- —• - —•ter•—•—I• —I " I III IIII II I II I I W I I 2 Closed Cell --------------------, I Beam I nl n u _CL. i� nl ,. I I I I I_11PI ch I 1 I L___ IJ IIII ¢� L--li+ rt�-J L u_Ill J Spray Foam In I. N I I / D arn� Pocket I ___i3 a I .1-- Full Hgt. (RI3) I = III II - II z III (Fire Retard nt 1 I Fa /Cod ll IIII ., __-_�� III I •I Coating) I ( 1 I Underground) 1 ❑ Inl n n N x I g CL. a 11 cv I Electrical I I III o I I ---- ll o I D Service 200 Amp II11 IIII II --- 10 II a i I I 14" TJI 360. 16" o.c. I 00 x 1 p,-I —{�•—• Electrical -III � 11 - I11 � a0 D I 1 II Q, 11 cn 11 9 nl cn I i I 17 A� JOB: Panel > ----- I I I F --------� 1 1 ° II ° 11 n ° ONEILL/ROONEY 6'-0 5/8" 10 -3 3/8" I 1 II Q II � e II i i Bath Wall Above ^ LL 1 p II II II III ��- - - - _ 0 1=====------- - - - - 1 I RESIDENCE I 1 3,_O" II II _ - > II III p E it ii 11 -, I 'i II 7/8" TJI 360, 16" o -- A i 1 p ,� II u_ u - p n s lu - C p i 1i i _ 125 MASON DRIVE 1 II 11 .fl Hand q I11 m .Q .>* U I I Deefen Floor for Mudset Tile Above/ cv CUTCHOGUE, NY A.I 1 I In > II y 11 in ai 111 Ln In O 11 I I a- �; 1 " 1 " � II � II � " TOWN OF 50UTHOLD 1 8 I 22 10 v_111 v-it 4 1 - 111 6 I- 15'-8" x I i 12'-0" i 8" i 4'-O" 8" SCTMX 1000-104-05-24 I I 1 14- IIII cv 11 :r I I11 V_ 3/4"x5"xl2" i I Beam I I IIII II Bearing I I Pocket I 1 ARCHITECT: IIII II II III g Direct I I IIII _ II II III I Vent I CL IIII in FI11 I IIII - Inl II nl ______________________J FREDERICK R. WEBER IC IIII ``' 1111 II III I 1 = 41 EAST MAPLE ROAD I u---- In Irect --- I�-----AIL- IL------ -------------------------- Z� .. -- r -- - ------- GREENLAWN, NY 11140 1 I He er ^ I hP III; � - L__ I I I ^ °° 52 NOYAC PATH I r--r- -r---r--- ---r-- --------------------------- WATER MILL, NY 119'IL I I E I 1 Dowel 1Por h Slab Into Found. Wall Ftt5 Bars,i24"oc)l I I _ 0 I I00 L____________I.._____J v... o I 1 -, I I TEL L31 't54-5555 Basement Foundation Walls: i c� ' Qj v L--_``� UNEXCAVATED j I fweberarchitect9gahoo.com 8 P. Conc. Found. Wall w/ Existing NOTES: Water Service _J I (2) tt5 Bars, Top t Bot. t j ... - 1 ---- #4 Bars Voc Vert. t (Re-Connect) I °D I SEAL: '� 1 r---r ----, I Wing Walls for �;" I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER Between Wall and Ftg. on I ;� I ' __ 1 r________ I I P "� - '' PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 20"x 10" Cont. P. Conc. Ftg. Steps to Grade lf"f' ,,P' `' w/ (3) 45 Bars (T ) g 3'_8„ 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. yp L__ --- ---L__ -------- __ 8" 5'-1" L8n 5'-1" k 12'-0" 4 k 3- ALL FOOTINGS TO BE 3'-0" BELOW GRADE (MIN.) , 9 4" 16 -9 12 „ 4- ALL STEEL GIRDERS BEARING ON P.CONC. Closets JUNE 16;°2025 FOUNDATION WALL TO HAVE •4"x6"xl/2" B.PL. (Frame Dimen.) (Frame Dimen.) (Frame Dimen.) (Frame Dimen.) (UNLESS OTHERWISE NOTED) Elect/Mist SEPT 18, 2024 44,_O„ 12'-0" Elect/Mist JULY 28. 2024 6 Elect/Mist JULY S. 2024 5- ALL COLUMNS TO HAVE 6"xID"xl/2" B.PL. NORTH Areaway FEB 15, 2024 (UNLESS OTHERWISE NOTED) FOUNDATION PLAN JAN 24. 2024 6- BASEMENT SLAB TO HAVE 6 x6 10/10 WWF EI DEC 29. 2023 PROVIDE CONTROL JOINTS 20' oc (Max.) B C REV.: NOV 20. 2023 7- STEEL SHALL BE ASTM A-39 (EXCEPT PIPE COL WHICH SHALL CONFORM TO Sal T pe : SP g DATE: L, 2023 ASTM A53 ROUND PIPE). STEEL WORK SHALL Wall Thickness: 10" CONFORM TO THE LATEST AISC SPEC. Wall Height: 8'-0" Backfill Height: T-0" Max. SCALE: /4" _ ('-O" JOB NO: w201801 DRAWING NO. D E p �► E J U 1J 1 7 2025 A2 Tctt"rsl Of SOL KItotd OF A9 Roof J1L---------------------- I ----JIL—---- — ------------- rtt-- — ----------------- —* 2 1/2" _ __——� —_ 2 1/2" I M1 B TH 12nd 1 ' BATH 12 1 t t I 4 211/2" 1 V2" 1 IY2" 211/2" 1 112" 2'1/2" 1 IY2" 211/:" 1 IV2" I I I 1 I I I I 1 I 2nd door --------------i----- 2,, 201 — 3- 112" I --- 112" 3��— 201 ----- ail_ --------------rt------------ ---- ---------t------ -- ------ ------------7----------------- I C.O. 1 C.O. t 21/2" i 2" 3" 3" 21/2" -- __F 21/2" r r r— — ' ------——— --- r -- ----�--- — —�I— HALF BATH j KITCHEN j BUIILERS I M.1 BATH I15t i BATH I i LAUNDRY , ► I t I I I { I I 1 I 2 V2" 1 IY2" I Iry 1 W2" 1 Iy2" 3 I IY2" 2 1�2" 1 1, 2" 1 I i 2' 2 1/2" 1 Ir2" 1 1'2" i DW I DW I I II II I W Ist Flo 3 _ __ _______ __ ___ __ __ 112 2 22 3 2 3 r —� F.A. --—— _ ---------- ------ -- 'LIL _— —————— —_ — ——————— ——— —— ——————- — -- C.O.11 1 To Approved jC.O. C.O. Sanitary System Building Drain, 4" Diameter, I/8" per Ft., Min. Pitch J�y .�FttiAg�.d' e Basement . , y ------.-----------------.—.--------.. ------------------------------------------ G a' PLUMBING SCHEMATIC NOT TO SCALE O'NEILL/ROONEY RESIDENCE CUTCHOGUE, NY DEC 29, 20245 i 12 ` (High Wind NIIIIIA9.) p - -------------------------------------- -------- 1 12 12 G �\ ---- ------ 9 9 1 li�l I Hill 11 11 1I -- ——— ————— ———— — ------- --- ----- --- - - —---——————————————--———————— ——— ' Ix8 'Versatex" r' Hill III III Fascia Bd. Ill— — jp — 1 1 — p pq 10 Half Round I Alum. Gutter it I I � � CI Iji I;I Hill :I II tl 111 it I;I r I Iji I;I I:1 i II III Iji I;I LL AL I;I � © e a n II 111 Iji I�I I;I r II III Iji Iji 11111111111111 Hill I;I II I III ji I I OI;I II III Iji I;I 2 1-1 I;I II II ® ji I:I II \-/ I`ILL .II . I;I I:I \ II III Iji: I�I Shingle Flare 1 — ----------------------- — — L7 ces I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I I I I I I '- -, 1 1 I I L-----------------------J I I I I I I I I IL--------------------1—L-------------------1------------J----------------------------------------------------� I ----�� '------------J�--------------- L--J L--J L——— ——— � --� NORTH ELEVATION 1100-----------------------------------------------------------------------------------------------------------------------------------'/16"--=----- ------------------------------------------- — MAXIMU --- ———HEIGHT 3' Thick �\ Bluestone Cap i i i i 12 Je \ i� L.C. Copper \ i --- ---- lu ----------- ,' \ 12 Flashing i I 9 ------ — --- 1 1 LU 12 �\ i i OE 1 \ ® O 1 Ix8 'Versatex" iLL , Rake Bd. u/ \ ' Ram's Crown 11 ` 5 --- .\ Ixg Freeze Bd. i ' ` \ --- i . ----- \ Ix8 'Versatex" ` u Half i Round I Alum. Gutter < i r i t 1 �� I I I � I �O� \`\ \45o i 1 1 1 i i I ® 'NuCedar' i Wieaved SCor ill ewa inlners i I :I ' 1 © 5' Exposure lTUp.) z I I e \ I I I I i t 1 I 1 Bluestone Pavers: 1:1 11 1 1 W I~ 2'xl2' Perimeter Coping u �W Random Rectan ular Field l i; I 1 �p I O — — 1 1 Shingle Flare -- -- --- -- --- -- --- --- - - — -- — — — — I P GradeCf) I� 1 1 1 i i 1 1 i i i i i 1 i I W ILU 1 I I 11 I I I I I I I I I 3 I I I I I I I I E-XISTING GRADE i 1 1 I I El +9, I j� I I --------I iI -----I-----------------+I --------rI -------------------------r1 ---------------------------I I ---------------------TI —rI - ---------------------------------------------------------------------------------------IEI +75' — [ ---------4------------ ----- ------------------------------ I I I --———————— � I I I I I I I I I I I I I I I t---- { — — 1--J----------------------I rJL��--- -----------------�i------------------------------------------------------------7-�r'----------------------�u1, SOUTH ELEVATION SKY PLANE DIAGRAM DECEMBER 29, 2023 y" O' NEILL/ROON,EY RESIDENCE " ,�. -, -I, � �.��* 125 MASON DRIVE, CUTCHOGUE, NY ® ,-� °� ' N FREDERICK WEBER, ARCHITECT 104/S'19 1000�UNKNOWN SITE DRAINAGE: WE DRQ AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) FREDERICK 1, 2, 3 HOUSE t 2805 sF x .166' Rain = 465.3 cf (3) 8' Dia. x 4' Deep w/ 501 Cr ROBERT PORCHES Traffic Bearing Top PROPOSED SANITARY SYSTEM WEBER 4, 5, 6 GARAGE t 516 sf x .166' Ram = 95.6 cf 458 cf (3) 8' Dia. x 4' Deep w/ 501 Cr NEW I/A OWTS PER SCDHS STANDARDS ELL DRIVEWAY 2183 sf x.149' Rain = 362.4 cf Traffic Bearing Top FOR 4 BEDROOM HOUSE NEW "FUJI-CLEAN" CEN-5 TREATMENT TANK PROVIDING 450 GPD HYDRAULIC FLOW (440 GPD REQUIRED) ARCHITECT House, Garage and Porch Roofs to have Gutters t Leaders `� NEW 300 S.F. SIDEWALL AREA OF LEACHING POOL(3) 8' 0 x4'-O"' DEEP Connected to Underground Drainage Structures (Typ.) 8'0 Ring: 42.25 cf/Ft of Height L\NG `� MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. OWE4 ,201 `� �OtAG MAITAIN 10' SEPARATION BETWEEN WATER AND SANITARY LINES. OWE104,5-2� NO KNOWN SURFACE WATER WITHIN 300' OF THE SUBJECT PROPERTY. 1000 UNKNOWN �` N/� �� CvLP 1000' \ER o ALL LOTS WITHIN 150' ARE IMPROVED AND SERVED BY PUBLIC WATER, CONCRETE WE�� & gURRE OWED 5-26 puB�\0 WP - MAINTAIN OTHERWISE20' SETBA CTED WITH DISTANCES TO ANY PROPOSED SWIMMINSTING WELLS. G POOL. COVER �� BEJ( A ,10 NEW GRADE TO BE 5% MAXIMUM SLOPE WITHIN 20 OF IA OWTS.TRAFFIC W RAFF BEAR G E�-1�P pWE\-`\NG 25 1000 `1G WPlER o ALL EXTERNAL ELECTRICAL AND CONTROL WIRING SHALL BE ROUTED SLAB. PRECAST �\ X104-5' pub IN A 3/4" SCHEDULE 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. CONCRETE WE�� \ �\ 1000 CHIMNEY . SYSTEM 6 - � 50, \`�\ WEL GORE\- ` _ STOCY FENCE ALARM CONTROLLER/ P PEDRAINAGE �� ` s 10�� '`� X� 400 PVC SDR-35 18"0 HDPE SECURE HEAVY 18"0 HDPE SECURE HEAVY O 37 RISER W/ LONG COVER TO GRADE W/ SAFETY COVER TO GRADE W/ SAFETY 4A. FIN. FL. SWEEP t SCREW PLUG SCREEN BY "TUFF-TYPE" SCREEN BY 'TUFF-TITE" 1 I `� �� 'IEL +13' IN THREADED HUB I--� TYPICAL O - i `��°% -------- e GRADE BEARING F MIN. t 2' MAX. 1 i VENT THRU EL +11 EI +II.O' CHIMNEY DEPTH 1 DRAINAGE � I - \ to GRADE SLAB GRADE CONCRETE RING > 1 ` s` — ' O 1` N ROOFHOUSVENT/ 4"0 APPROVED W PIPE, 1/4" PER FT. 18' MANHO E I " MAN OLE 24' MAN OLE N �a �j 4 �� C.I. PIE MIN. PITCH 4"0 APPROVED CONCRETE 8'-O"� OWEL\'\NG 1 1 ��s CORE` N _ �`� _ _ ,, --- „ �,2 COVER �,_ -~ �_ I -O � PIPE, 1/8 PER FT. 2' CLEAN SAND t a I 0,1045'2 ��.\ I.6' , , ,� ,�� ,'� ^ \��' CLEAN OUT CLEANOUTI VERT MIN. PITCH GRAVEL FILL 100 . — , 13 O , 2 I L---------------------- WELL roco • L 9.3 INVERT 20" POLYLOKI (3) LEACHING O , INVERT ° EL +9.1' DISTRIBUTION INVERT POOLS C\- � .- � � �• ,- � � �'_ _, ^. � � at HOUSE 5'-5" 1 I TYPICAL SECTION [DRAINAGE RING x� 2 , , — ,;; ' `� �^ EL +9.8' 4'-5-1 m4 -3 0 ® 4._3„ BOX w/ RISER 1 (300 S.F.) TO GRADE\010tr 1 . - PROPOSED t \ / m I ` 13' MIN. K? � � — ' ; TOP SOIL 1 `� /� ' ' � � � 1 I BOTTOM OF I STOCKPILE i LP EL +4.6 I O FILTER CLOTH AGAINST � \`• I �`� � q --_-j-`--- -_-------`-.--- 4 (COLLAR 3' (MIN.) TO HIGH ' BED Ol FUJI-CLEAN CEN-5 BOTTOM OF TANK i SEASONAL GROUNDWATER WOVEN WIRE FENCE WOC `� �`�_ '� � � �'� 2 x2 x36 STAKES, 12 \ \0 �\ '` ` STONE TREATMENT TANK EL 5.0' I ...::::::::. DRIVEN 16 MIN. INTO . .. . GRADE, EMBED FILTER GRAVEL ,\ .":> :`':?. 1 „ ------ CLOTH 6 INTO GROUND PULL-OF \\ n -10 3/4 5 O 8 -O 8 -O \ :: :: :: L \0 "': L L J, GROUNDWATER CONCR� ' W ;WASH-OU Ov'( '(\NG 1 Distribution .';. :•:: :.{ :;�:.. ....... 1 I--� ARF i p X\5 - Box\ ......... 11.0 ?J FLOW cv z O REMO RY 5�(5 ;4F \ . SLOPE _ 2�t-O f `JP`N\ZA i'� _ L 3"; tre \'-1 \� 1 ' 1 O 'Remove i L :PPRP- ;• IXA emo ` 1 (Secondary Front) �` l OW21 '� ; EXP; N \; SfTP*IC,�� Trs� ,0 e ! B A6 IT-011 FREDERICK (Frame Dimension) (Frame Dimension) (Frame Dimension) (Frame Dimension) (Frame Dimension) ROBERT 4" 5'-10 1/4" 4'-3 3/4" (Frame Dimension) WEBER 6'-0 5/8" 4'-I 3/8" 10'-10" II'-8" ARCHITECT A Al I�,_4„ 8" 4,_Q„ 8" 4'-9" Wing Walls for �r I I I Steps to Grade --- -- I -------- CIA et- r----------------- (V ---� L--_j ---J L-------- L------------------- iy- t I I I I I I I I I I I 4 -II" (Frame Dimension)8" 8" II" I I I W I I I I O of I I n- Piers to 1:1 I I =° 1 __<, _ - Ist cv Porch Foun anon Walls: I I ! Support Slab I I p I j j r I I Basement Foundation Walls: 10 8" P. Conc. Found. Walls w/ I I I I a I I I I t I " r+ Hinged I-1 - E (2) tt5 Bar , Top t 44 Bars I I UNEXCAVATED �- I I I I t ---- � I , 10 P. Conc. Found. Wall m/ Alum. rate 18" oc Vert., Extend into Slab L_______J L___ _J L_ iv (Z) z15 Bars. Top t Bot. t Bluestone 1 R on 18"x 10" Cont. P. Conc. Ftg. I _ 4" P. Conc. Slab w/ = I I I j 44 Bars IVoc Vert. t Cap iv W w/ (3) 45 Bars (Typ.) I I O 6"x6" W2.9xW2.9 WWM Reinf. I E Between Wall and Ftg. on r - ------------- - " I 8" I 5'-2" 4" `" 26'-10" 4"1 10' I 4'-8" I 10' „ - 1 " j = Oo 20 x 10 Cont. P. Conc. Ftg. - I 9 -10 bo 8 v - Ere " a -M S w/ (3) 45 Bars (Typ.) Areawa Conc. o Wn d u ------__I L_______------- -----------"� P_-- Shelf for Porch Slab ____ _ UNEXCAVATED _� I y = " ____________� I I L_ __ _ LL N = I (2) 14" LVL' - - --- -- --- -------- i adder cv L .... _ _ -_-_-_-_-_-_-_- 1_______ - I �i r- i _ - _____ o ..�� - --- --=- ------� 1 (Plush>---t O t Drain to N M c� o0 i I r----- ----------- ------------------ .�r__ 1 Drgwell W ________________J L______________ 1-i-1 " 3/4"IO"xl2 III Beam I I I I c4 2 Closed Cell g 1 •I Pocket To New Approved 1 i Gravel in r I I III Sprag Foam Insul. Bearing IP I t pp \ O Q of ice/ i� o j j iii s Full Hgt. (RI3) III Sanitary System j I 4'-0" A eawag of N B t. ,, (Fire Retardent III I = I O L a 2,_6i O„ 11_8" III Coating) 11 i•i 1 = i °° v 1 III O � 14" TJI 360, 16" o.c. i I I III I I > I I " " Note: Window Sill N I .•� (2) 14"L Lillr--T---- ---, II u, = I >I r----� 24 x 28. 5 �..J� UNEXCAVATED = r--- -----� III I I IIII I I . I -' I i to be Slab (Max.)Av Z t \I I Plastic Dr well I 1 " ! I..... -. -111�°' o o o �, IIII III cv I I� I (NDS FWAS24) 4 P. Conc. Slab u/ a- I o u x E I 6"x6" W2.9xW2.9 WWM - I I III ov, C4 III I I I v I � 1 I__ I L'___J I E II r--1+I �I I A7 EGRESS WINDOW DETAIL N Al'�` I I = I I I I I I I O I I O I O ° IIII I I I 1.4 e I I Pier to v- o� 1 I I I III ,� _ I I .9 ' .fl � o I = O O c<l M I 1 Support Slab i ! i I I I I III m in i M Ln i n IIII 1 IYt I I r-- N E aD 1Q I I , " , M t I I I III p ap BASEMENT I I -� �II� I o III I I I I I� I- I I H I F- I U 1. 1 I I I � I I III _ - 4" P. Conc. Slab w/ i i - - 11 IIII L__I I _J 1 t Area ay for I I I III a 6"x6" 10/10 WWF Reinf. E ress Window I I..... ----_. ...In - > IIII I I i w/ Ladder (Typ.) I I SII J I l t--- (2) 1-4"LLI11 I�—� 0 o--� v_ IIII o III 14 TJI 360. 16 o.c. I I O II I I " ` ;•.\\ = I I III -�---- -- cV 1�I1 N cn I I \ O I I III= Below II x III I I IslandIn II ui 1 •I I I 0 11I I o I t DRAWING TITLE: I II III o o �`� \�� i „ O„ iii 13'-3 1/2" 16,_4„ p" I 'o M �;4n3 43 \\\ \`\ I /4"x5"Xf5"III r-- --, r-- --, III r--1 1 FOUND,4TION 43 Q v ��,� `\\ \`- _ ------ I I Bearing i� iii W 10 x 45 Girder (Cotinuous) w� 2x6 Nailer R W IO C x 45 Girder (Continuous) w/ 2 6 Nal II r i_ 1 --- --- �(� I 1. 1 1 2" Closed Cell I I F` \� .... — — — — — — — — _ •-0-�r1===., -- ——.= IHs-4- =_+ -_=___ _____-___= = =F = -I I Spray Foam Insul. I I 0D 00 1 I- IT_ -IIS_ _ II 1 III -I- __-__ I �-t I I Full Hgt. (RI3) I I --------------------I I Beam I III II ^ II ----4�f III .. I I 1I1 1 Pocket --- SIJ �II� II L 13-H+3-J L _I—I__J (Fire RetardenL I I I 1 3 1/2'0 i5teel Pipe II II ---- 111 R ill I Coating) i 1 I I 1 I Fa /Coil Column omi,36"x36"xl6"IIII ;° if 12 III :° Z I. I Underground l I P. COYIG!II Ftg. W/ (3)111 II ---- Ili x I I 1 I I Electrical 1 I 45 Bar%!Toth Wags IIII o II ____ n 111 o N I .I I L__-____ D Service I 1 200 Am ills Illi II to III 11 l 14 TJI 360, 16 o.c. I I D P Int II v II ---- III v � I . I I Oo I JOB: Al —I~ —I I Electrical 1 ____ I I SII ^ II N It 9 III c2 ,n Ill -t I I Al Panel 1 = 11 - II II ---- III ?' I ONEILL/ROONEY 61-0 5/8" 10'-3 3/8" I 1 U 3 II a 11 a III � z III Bath Wall Above I I �I 1 1 1 p Ir II � II p II IIILL LL p p 1 - - - _ - C4I [ I 0i I i RESIDENCE - SII 111 = - > Il Ilii i� U IIS - - - - -- - - -I t `� v I _ I I II II L^ II G III J N s1 ` I . I �I O E � I 1 - Oil o 11 in - II Ili � - - I I 1 II -1/8 TJI 360, 16 o.c. r 1 p ! I 1 �, II n - O - 11 Hand s ill - 1. 1 1 L____J i '125 MASON DRIVE A 1 1 n n m I dl In cn I I i Deefen Floor for Mudset Tile Above I :oo I CUTCHOGUE. NY Al I I '� I I I I III " 1_n Ln 1.1 1 -- I " a III " � o III I I _____ TOWN OF SOUTHOLD I 0 I 22 8 11 F- 4 - III 6 15 -6 x I l 12'-0" 1 0" i 3'-4" 8" SCTM# 1000-104-05-24 I 1 I tr >inl > u i n1 - v 3/4"x5"x12" I • I Beam i I I 1 illi 11 - Bearing I� a I I i Pocket ____________- ARCHITECT: Direct II Newel n1 _I�I-----____ 1 Pro ane illi II 11 Post 111 1 Vent I fired cv illi `=� 1111 II Boiler II II 11 111 ____--_____J FREDERICK R. WEBER I 1 II II II 111 1 GREENLAWN. NY 11140 I -------� (n erect r -------�+II------ilF- ------- H------- HI---------------------------N -J I 41 EAST MAPLE ROAD I I W ter A I _ I i _ I I He I n ii it ni p I N -- L________�_J _ 1 52 NOYAC PATH r--------------------------- WATER MILL. NY 11914 P. Conc. Shelf for Porch Slab j 1 _ = Q I = 1 L_______—____1...____J =.� o 0 1 i i t TEL 431 '154-5555 :r I m UNEXCAVATED I I rweberarchitecteyahoo.com Basement Foundation Walls: tr e 10" P. Conc. Found. Wall w/ Existing t L---- ----------------J I NOTES: (2) 45 Bars, Top t Bot. t Water Service44 t I I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER Between Wall and eFtg. on (Re-Connect) i ;___--e�� r Wing Walls for SEAL: Y+V,¢ " _____ PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 20"x 10" Cont. P. Conc. Ftg. I " I ----N --- --- Steps to Grade ,; s .� ",'t, w/ (3) 45 Bars (T ) 3 -8 8 -4 I iv 4'-5" _ _ i p ,' 2- CONCRETE 'TO BE 3000 PSI AFTER 28 DAYS. L_- r -- -�-- I J J L c" TO BE O BELOW RADE (MIN.) -7" 8" 3- ALL FOOTINGS 3'- G M `� ��• i 4- ALL STEEL (:BIRDERS BEARING ON P.CONC. 4" FOUNDATION WALL TO HAVE 4"x(VA/2" B.PL. (Frame Dimen.) (Frame Dimen.) (Frame Dimen.) (Frame Dimen.) (UNLESS OTHERWISE NOTED) 44'_0" 12'-O" 5- ALL COLUMNS TO HAVE 6"xl0"xl/2" B.PL. (UNLESS OTHERWISE NOTED) FOUNDATION � � � � NORTH 6- BASEMENT SLAB TO HAVE 6"x6" 10/10 WWF REINP. (,-]F-� PROVIDE CONTROL JOINTS 20' oc (Max.) B C A6 A6 1/x{11 = I�-O" REV.: NOV 20. 2023 1- STEEL SHALL- BE ASTM A-36 (EXCEPT PIPE COL WHICH SHALL CONFORM TO Sod Type : SP DATE: NOV L. 2023 ASTM A53 ROUND PIPE). STEEL WORK SHALL Wall Thickness: 10" SCALE: _ " CONFORM TO THE LATEST RISC SPEC. Wall Height: 8'-0" I/4 I -O Backfill Height: T-0" Max. JOB NO: w201801 DRAWING NO. A2 OF A9 B A6 WINDOW SCHEDULE FREDERICK Unit Model 4 R.O. Area r g Egres ROBERT WEBER ® ADH3250 3'-2"x 5'-0" Yes © ADH2840 2'-8"x 4'-O" No 10'-2" 33'-0" 6'-4° 10'-6" 12'-0" ARCHITECT © ADH2O38 2'-O"x V-8" No P 0 Al 10'-6" 10'-6" l0'-6" OD ADH2638 2'-6"x 3'-8" No Dn (3) O ADH3050 3'-0"x 5'-O" No Risers ACW2028 2'-0"x T-8" No -- - --------- ---- -------------------- -------- ---------- I \I G AAN2020 2'-0"x T-O" No I ------------- \ / O ACW2840 2'-8"x 4'-0" Yes f I \ J ADH3244 V-2"x 4'-4" No f \\ BUTLER'S P NI Y I � \ \ Sery ng Model Numbers Refer to "Andersen" A-Series, PG50, p \\ O -1 Shelf fii1 k O `- Low-E4 w/Argon Glass, Simulated Divided Light REAR PORCH `� U / `IA Dn (3) Alternate 42: Upgrade to "Andersen" StormWatch Series I I \ Bluestone Pavers / -- Risers a w/ Impact Glass, Zone 3 �/ 1 `�I w ^1 ------------------- 7771 5'-10 1/4" 4'-3 3/4" f '-3 1/2' '-6 1/2" 5'-O" 11'-10" 31_0x 6,_Ox �n 1,_dx „ �'_4" -- _ "8" 2'-6" 3'-9" 2'-8" f 1' II 2'-O" 3'-0" LlOutclooLr Sho Dn 5" 30y On 5" . DOOR SCHEDULE i� - -- Pocket , , I , I Width t Height Door L� i -' ; Sink `------- O Bench I Unit Model t# g \ \ DW ---------- -- - •'� -- W I - Front Door w/ Sidelites 3'-0"x 1'-0' (Door) _ = P `1 O "Simpson" (2) 1'-2' x 1'-0" (Sideutesl O � � \ Glas � Model CCA260, Glass To ;c, i � \\ _� _� O s M - D i 2 "Tfierma-Tru", Classi P Craft 2'-8"x T-0" (Door) \ A I 0 I ' i "Andersen" FWGD6013R, Gliding 6'-O' x 1'-3" , ;-- Oak I French Door, PG Upgrade (R.O.- Custom) ower c I � 30 O i O Andersen FWGDII1013-4, BlParting I]'-10* x 1-3 I f I \\ COATS - I s . . C i 4 Gliding French Door, PG Upgrade (R.O.- Custom)) E I I I Stone Fireplace TV I : , I DW ' i E Al , N i i I \\ i ; O N A� O "Andersen" FWHID5013APLR, Inswinging 5'-0"x _ French D PG Upgrade (R.O.- Custom) O � I I I � �� "rent "oor, ra e '. O m ......... .I..I . SIDE PORCH --- i i = , : .... GREAT ROOM DINING•ROOM ................ ;,� • KI CHEM ' "xl2"x3' L© Andersen FWHID5013PALR. Inswinging SI-0 x 1-3 H� N I I f I Bluestone,�aveys c I Intake ` O °p Sink O 2 BRO M " -2 "' The Rec ss Egress reaway French Door, PG Upgrade (R.O.- Custom) w ao I I i / _ I I i O <r w/ Bluestone Cap II I / , FZ iY t Hinge Grate 285 SF 10'-0" 2'-4" i 4' :o" 3'-8" ' II -8 \ 2'10" 4" 3'-4" Medicine "' Half Wall w/ O \ o L-- a inet Stone Ua(Glass Shower ( \ \\\ Dn ,q : 30, Enclosure Above) \ 5" Glass II \\\\\\ \\\ ao p 6 Do DRAWING TITLE: 'A M O P II o \ \ u----------- -- -- ® cM o / -- -=---------------- --------------------------- ------ _----i -------- ------ ------ 15T FLOOR LO \ \ / ------0 ------------- ``� \\\\ / Drop Header 32" 1 Ref. p = ----=- - -----_ - -- ................................. -----i .....................E...]GE WET AR :! DISH STO IS o _ CL. _____ LIN N 20" BEDROOM 2 ® �., ---- -- N CO- Hand 13 5'-10 I/4" 10'-I 3/4" (2) 32" Pocket Doors = r a 12 24" 24" 24" 24" 32" 0D 6'-0" 6'-0" IT-1 _ 6" 10'-O" D '- CO T, 4,_8x = 4 3,_4„ II 4'tI'-10" 4„ 3, 4„ D JOB: NA� I 8„ I I 9 Medici a 28' �'_ ' A7 ONEILL/ROONEY LIVING R00 o i i i i FOYER o v MBR- IST C t RESIDENCE = O O o a-I I I I - � � — CL. � I ;I i i in .......i..l....'Open to ` N 125 MASON DRIVE A v- I I I I Above s i� CUTCHOGUE" NY FTF � Al 14'_8„ M 4x 3,_ I 4x 8,_4„ 'f ill 15'-10" 6" - '-O"a 60 1. E ress Areaway TOWN OF SOUTHOLD o O ui Hinged Cap SCTM: 1000-104-05-24 s 32„ �+ 24" I {�L BATH I A ARCHITECT: Ln ------- ------------------��-- FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 12 4 52 NOYAC PATH Window Seat _I I I 4n I WATER MILL" NY 11914 = I I FRONT 3.ORC A i iI II " " TEL 431 154-5555 -4" 3 -3" -II 3'-2" 3 3 -2 5'-2 I/2" 4' 2'-8" fweberarchitecteyahoo.c om3'-3" 3'�O" 2' 1 " Q -2"33� -----------I- --------- SEAL: .---- J . Dn (3) F" 3 f 16'-0" 44'-0" 12'-0" 1ST FLOOR PLAN NORTH B C REV.: NOV 20, 2023 A6 A6 1/4" _ �,_0„ SQUARE FOOTAGE: DATE: NOV L. 2023 IST FLOOR: 2014 SF SCALE: 1/4" = I'-O" 2ND FLOOR: 1166 SF JOB NO: 401801 TOTAL LIVING: 3240 SF SIDE PORCH: 285 SF DRAWING NO. FRONT PORCH: 50 SF REAR PORCH: 3965F GARAGE: 576 SF A3 OF A9 B A6 WINDOW SCHEDULE FREDERICK Unit Model # R.O. Area Egres ROBERT WEBER ® ADH3250 3'-20,x 5'-0" Yes © ADH2840 2'-8"x 4'-0" No ARCHITECT A © ADH2O38 2'-O"x V-8" No A-1 UD ADH2638 T-Vx 3'-8" No 12'-0" ADH3050 3'-0"x 5'-0" No AC1112028 2'-0"x T-8" No - - - - - - - - - - - - - - - - - - - - == - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - -i UG AAN2020 2'-O"x T-0" No W � I � I 1 HC AC1112840 2'-8"x 4'-0" Yes O ADH3244 3'-2"x 4'-4" No i it i O I I 2'-0" l'-6" Model Numbers Refer to "Andersen" A-Series, PG50, I � I I LJ I L N Low-E4 w/Argon Glass, Simulated Divided Light I �y �J 1 - Roof UneveAlternate 42: Upgrade to "Andersen" StormWatch Series O r^� Uneven Hip G Above w/ Impact Glass, . one 3 V 1 Hip r � i w Ir 1 I f 2/ 0// 1'-1 /2,'3r-21 - „ �r/TN— - - - -5T -I/2r - I� 1 � _ _ - - - - - - - - - - - - DOOR SCHEDULE �I \\\ Unit Model Width t Height# Front Door w/ Sidelites 3'-0"x l'-0' (Door) y \ �` 4 -0/' I I I O "Simpson" (2) I'-2" x 1'-0" (Sidelites) Roof = "Therms-Tru Classic Craft N N \\ ,� I Q' I Cr I Model CCA260, Glass Top 2-8 x 1'-0* (Door) \ \ � I � I -a- O French Door P0,013 ade tiding (R.0« Custom) O = . ... ........... . `af` Roof Break r- a] I I �` _ __ _ Cirie - ---___- m I �+ m Roof O "Andersen" FWGDIIIOl3-4, B1Parting II'-10" x 1'-3" 4 Gliding French.Door, PG Upgrade (R.O.- Custom)) E dj W UI I — I E -I ��y =3I I U! "Andersen" FWHID5073APLR, Inswin in 5'-0"x T-3" Al - 1 ATTIC " a 1ne I F-----------F-- - i Al O 9 9 = French Door, PG Upgrade (R.O.- Custom) O Ridge 1 12"xl2" 3" i Roof F� p i TIIe R cess i © "Andersen" FWHID50l3PALR, Inswinging 5'-0'x 1'-3" r N Attic 1 j j French Door, PG Upgrade (R.O.- Custom) w - i Access LINEN I I I ' i 280 i AtticI 32" UPPER HALL I Stair I I N T b o Q _ _ ------ i ...... .........0 ....... L 1 N ` -y---- -- ;�, rn DRAWING TITLE: 181_01/ 4„ 12'-0" _ 4'-2" I-ION 4N 3,_ N /I FUO = o I ° °°k © .. _ — ' ge -- ----- --------------- - ----- I CL. `" N � 2ND FLOOR ------------------ ------------- n i E - - - Rail DN is 3 24" 24" I 24" 24" r 00 i�1�� 14 ��' I I 28 (Ir)r N i I / 13 ZJ'♦I I I O, � I ` eco �0 S 12 ,,� I F-----------F-- - r ------_� -------_ 001 Line of-V Cla. -A i I I I Medicine i D i ih Cabinet Open t to I I I D JOB: Al I Below 9 Al I ' I I �— I ONEILL/ROONEY Ie I 11 — RESIDENCE i oil i 01 �I � I. -seI I yr _V1 - °i Roof O I 1 ao i9 m I i I i I I 125 MASON DRIVE 5 A 3'-6N �,�8„ 6/_4/, 4„ 8,_4„ v I 16, 0,/ ml N 6,_0" 6'-0" = CUTCHOGUE. NY i le 3 I I I TOWN OF SOUTHOLD I I I SCTM# 1000-104-05-24 I 2 I I I I RocrI i I I I i I I I I I 1 Gable Dormer �� I I I i ARCHITECT: FREDERICK R. WEBER i " I'- 1/2" 1 iP - 41 EAST MAPLE ROAD 1 0 1`0 1/L2 31-2- 3t 3 -2 �, �, JL = y ® ® R f ® y `° GREENLAWN. NY 11140 1 \\3 0" 3,_2„ 3 3,_2„ 3 3'-2" V-6" iv �'- 52 NOYAC PATH WATER MILL, NY 11914 Roof i O Above TEL 431 154-5555 i I I fweberarchitecteyahoo.com i I 1 T-O" T-6" ..L - - - - - - - - - - - - - - - -- - - - - - .. SEAL: K 14 141-90 _ H ,_ „ I_ , II , „ I L 44 -o IT-C" ; 141-01. 441_0" 12'-0" '<g �; ' 'A i 2ND FLOOR FLAN NORTH B C REV.: NOV 20. 2023 DATE: NOV L, 2023 SQUARE FOOTAGE: SCALE: 1/4" = I'-O" 2ND FLOOR: 1166 SP (Note; Includes Area Over Stairs: 138 SF) JOB NO: w201801 DRAWING NO. A4 OF A9 ' FREDERICK 12 ,/ ,' \\\ ROBERT 12;... ... . . WEBER ____ __ ______________ I \ ... 12 TorXX I \ — 12 \ / ® ® I \\ 1 1Will 1 11 111 1 rT, / W OF / , I ---- I It Ill LI Ix8 "Versatex" \ Fascia Bd. w/ w Half Round Alum. Gutter I ' I I I lil F—� I �I I Ifl Ijl I ; 1 • I ; I Itl Ijl11 ill 1111 IN I Ilil T/1 If ISI I ;I W I ; I / I r 11 Ikl Ijl I : I e a n II Itl Ijl I : I I : I 11 Ikl Ijl I : I I ' I 11Ik1 Ij1 I :I I : I II OIN Ifl Ijl I : I I : I II Ikl Ijl: I ; I I ` Ikl E— _> I :I � II � Ikl Iji: I : I __ ____ __ — Shingle Flare I -- -- --- rc es O 1 I I I I I I O 11-4 I I I I I I I I I 1 1 I I I I I I I I I I I I 1 1 I I I I I I I I I I I I 1 1 I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I rr ___ 111 I I I I I I I I IL————————————————————— IL———————————————————L———————————J————————————————————————————————————————————————————j I -� -- ---------- ------------------ -- ---------- ---------------------� j - o NORTH ELEVATION_ DRAWING TITLE: ELEVATIONS 3" Thick Bluestone Cap �,. .. . . .. . . . . \.\... .�. \... ... JOB: 12 ONEILL/ROONEY \\\\ 6 RESIDENCE 125 MA50N DRIVE L.C. Copper T CUTCHOGUE. NY �Iashing I I ' o TOWN OF SOUTHOLD 12 5CTM# 1000-104-05-24 9 --- --- — -- - I ,' 12 9 ARCHITECT: IHill Ill ill 11 11 \\ I FREDERICK R. WEBER LLIx8 "Versatex" 41 EAST MAPLE ROAD JE ' GREENLAWN. NY 11140 I I ,' `\ .. `� Rake Bd. w/ \ Ram's Crown E 52 NOYAC PATH ' Ix6 i reize Bd. WATER MILL. NY 11914 — — --- -- -— ———- - ————————— TEL 431 154-5555 ' \ Ix8 "Versatex" o -- --- — -- — —— —— — - - —i--- - -- --- -- — -- ------ --- -- -- — — - ---- -- -- - - -- -- -- - — — — \} , Fascia Bd. w/ fiueberarchitect6gahoo.com o Half Round I I I Alum. Gutter 11 1 Hill SEAL: HIMl 1111 Hill 11 'ICK F�, l I ill NuCedar" I I I I I I Sidewall Shingles. Exposure lTgp.> Weaved Corners 4c �.4 ✓ , �� l ,` I: I I I Bluestone Pavers: Random Rectangular Field 2"xl2" Perimeter Coping w I i -- --- -- --- — I +11Shingle Aare 111 1111 ill 11-11 P \ — — — — -- -- -- ---- ------ -------- - Grade I I I I I I I I I I I I I I I I I REV.: NOV 20. 2023 I I I I I I I I I I I I I I I I I I I I I I I I I I I I DATE: NOV L. 2023 I I I I I I I I I I I I I I I I J 1 1 I I I I I I I I I I I I I SCALE: I/4" I,_O" 1 1 i i JOB NO: w201801 I I I I I I I I _ ____________________________________________________ I 1 I I DRAWING NO. I L———— I—J------------------ ---J I - ---- ---J L__J A5 SOUTH ELEVATION( OF A9 FREDERICK II II ROBERT :::::::: ............ WEBER.............. .:::. »;;.. 12 .� / \ 9 I I q ATTIC 2x R. ., 16 oc ARCHITECT ...::::..-:.. 2XJO C.J. 16 oc ::is 2x10 R.R., 16"oc I I <'� 2x8J. 100c .. ........ I i > : 12 I I LVL Header I I I Ioot \\\ q on R� i Do mer II II II II I I Wall I I bo 00 \ \\ I I .� :12'-0" i T'-8" `. �. 3 -0" I I 12 2x8 R.R., l0oc :; ;: ., r;;: : : C . .........3 1/2 ..1.................................:....... .................... " ;;;: ATTIC> 6 I I I I w {:::., 2X4 ::# : Stud Wall 2x8 C.J., 16"oc — --—— —————————————————— _ 0 0 1x6 TtG, V-Joint - _~ I i I Frieze Bd. w/ Cove 10'-0" 10'-0" I rovr a ywoo i i I V1 we Stiffener I II 20'-0" Bearing Wall ' � li i1 II Ii i1 i li i1 i ii i j i i PORCH ' GREAT ROOM I FOYE II l i i 1 I LIVING ROOM i Paneifig in Fo rI 'I Top of Fin.IFI.Bluestone/(I) #5 Bar `' Mudset _ . . ... . _ P C Slab. •;a — Solid Bearing a O •;• ;• Shelf for Slab �, Under Posts ; ; ` •� (2) 45 Bars Support, 4" Below ' t Bearing Wall „ ; 12'-4" Top of Found. Wall Ild"s: 18'-II" WF Girder '0 O 44 Bars 8 18 oc, , Extend into Slab ' ' I Above BASEMENT I (3) #b Bars I BASEMENT ;I _ Q SECTION C SECTION B DRAWING TITLE: ELEVATIONS JOB: ONEILL/ROONEY RESIDENCE h�lJrnd-N 125 MA50N DRIVE CIITCHOGUE. NY --------------- ------------- -- -- -- TT----------------- --��--TT --------------- -------------- �� TOWN OF SOtJTHOLD i I 5CTHC 1000-104-05-24 i \ F, II ANI 1111 RCHITECT: © i i FREDERICK R. WEBER ' 1212 — i I 41 EAST MAPLE ROAD 3 I/2 I r I GREENLAWN. NY 11740 3 I/2 I r al i I I 52 NOYAC PATH i WATER MILL, NY 11914 ------- 1 1- - -- --- ---------—------ 1x8 "Versatex" ' - -- - I - ' - -- -- - -- -- -- -- --- ----- - - - TEL L31 '154 5555 *_T __ Fweberarchitectayahoo.com ,* F 0< Half i Round d. w/-->p 1 p I 1 LI Alum. Gutter 11 1111 1 11 111 11 11 Hill 1 11 1 1 1 I I � I I - i i - I I I ••. - 1 V„ IsIdA611 I Shi�dle [Effil II1111111111111111 f ' Tapered Square j l ® ® I I Columns on i I I I I Open Porches I i t I I i i i iHill 1 11 1 IIf 111 1 1 H I 1 11 11 1 1 11 1 1 i i i I I Fire Box - __ __ __ __________ ______�� - —1i II --------- — --- — --- — I JI I I I I I I I II II II II II II I I u•I : �\i11/1 I II II III I ( { �t I I I I I I I I i I iI iI I I iI I iI I REV.: NOV 20, 2023� I re — I I I I I I I II `H%''�i i ' ' ' ' ii' �H;'Ili l i ' 1 i i I I i i i i i i i DATE: NOV 4. 2023 SCALE: 1/4wI —O I I I I I I I 'il i'•• II' I ' I I I I 'II i' I I I A I I i ��, I I r�-�� I I I I I I I � r I I I I I I Ll,•L� L--J I I L---' I I I I I II I I I I I I I I ==_=J I I I �1____J�, I I I I i I -I I �J L� I Ire I I I I JOB NO: w20180-1I I I I r r�____ J L_I_-i I I I I I L_. ._J LJLJ I I I I i I I I -- L— — I I I I I I I II I I I 1 I I I I — -- I I I I I I I II i I I I DRAWING NO. I L--J-1-------------------------------------------------------- ------jLI I I I L—————————————————=——————————————— ;--- —u————————————————— ————————————J II I r1Lr1'r-ref r------------------------------------------------------------- - LrL, I I r-��r--------------------------------- ---)�L �,----------------------------- A6--------------------------- EAST ELEVATION WEST ELEVATION it OF A9 Block (3) Bays of Rafters Gable Ends 32" oc (Tgp.) FREDERICK .:... »;>;;.. 12 ROBERT 12 : .................:. ........... WEBER 2x10 R.R., 16" oc 6 101 2 _ ` >';.. :> 2x8 C.J. 140 oc T;: >s •:. \ 2x10 R.R., 16" oc ARCHITECT :....... — -;::::.. .::::. —————— — 12 0 - -- - -- - o ... ............. .............. »?::i:5:•i:•:•ii:. ii:•i:•ii:•i:�??: ::•;::•>:•>:•i:•i:: :•1111::•1:•i:•ii: ;.:::.;;.;: .::::i:•1iiii •::::::::.:::..:::::::::::::. — I :::::::::::::. :!2: ...... ............... ..... ... ... ::::::.�:.�:::: ::::::::::.r::. :::.:�:::::::. :•:::::::: :::.i::: .... .......... ....... .................................................... r 9 r I 2�_8 12 I = I Hgt. IJPPER,:I�IALL' Cr o- _ I 9 3'-6„ 8,_8„ 1 6,_4„ " :°8,� ,;'' 4« 8,_0„ `r `'' 2x10 R.R., 16" oc 12 OFFICE FOR i I•:::. :' 2x10 C.J., I6": oc - I I 3 1/2 C� _ _ ............... 20 6 I I « 14 TJI 560 F.J., I6 oc 2A R.R., 14" o - 3/4" Plgwd. Subfloor I I Q ° ———————————— —————-——— —————— W 2x8 C.J., 16" oc V "Roxul", (R19) I I o " All Floors For Sound (3) 9 1/2 LVL Girder (Strap � \ �� I:I to Post) L, I:I I: 6x6 Pressure Treated ii Post Stand-off Base o_ " i =i I;I w/ 5/8" A.B., Encase �' 8 � I I:I in Tapered "Azek" Trim 5 6 LIVING ROOM FOYER MBR IST I BR 2 I:I Miter Ca-ners 16 Risers " 19'-0„ « 141:1 '-8„ 4« 3;^�,. « 8._4" p n 15 j10" j " II,_6« r F_ Bluestone , , " " « 14 T 1560 F.J., I6 oc :.- I 14 TJI 360 F.J., I6 oc 2" Thick Rectangular) _____ _ _ 3/4" lywd. Subfloor I 3/4" Plywd. Subfloor w Perimeter Coping --- ---------------------- --------- ------- -------------------------------------- -------, �- --- -------- ---- -------------- — �- Stone ........................ _. ...................................................................................... 4" P. Conc. .�. :"a O :. ' Haunched Slab w/ ; `r ��• �' s ' 6"x6", W2.9x W2.9 _ 12 -6 O WWM Reinf. « 14 Risers ,— IQ 13'-3 I/2 IV-3 1/2" n smt. 16 i = ' MECHANICAL r BASEMENT 3 I/2" Steel Pipe" • p Col. on 36 x36 x16 , zo P. Conc. Ftg. w/ 4" P. Conc. Slab 45 Bars, Both Ways w/6"x6", 10/10 WWF Reinf.o I I I I I I r . o SECTION AA_ SECTION DD DRAWING TITLE: SECTIONS 12 �Strap Ridge II 1/8" LVL Ridge Roof (Typical): 10 1/2 ..... :::::::•::::.. Asphalt Roof Shingles, (High Wind Nailin ) 9 9 : ::: : :.:-::::.-::. :::::::::::::: :........... ........_. en ,.. :.r...,:,::.. .. ::...::.. .....::. hin le Underly m t :::::::: ::::::::::::: :::::::::::::: .: :::.-: :.::: 9 .. .. . II dhe e .. ....... .. ..::::::::::::.. Ove ay `"'' ATTIC............... .... »:: ::>::;::.. 6 (Per Manufacturer) ONEILL/ROONEY Roo 5/8 Plywood RESIDENCE ` 2xl R.R. 14' 2xl le o _ _ _ 2x10 R.R.. 14" oc Roo 2x8 C.J. I6" oc 6" Closed Cell Spra ' ':::::::::.:::.... Foam Insulation (R39 125 MASON DRIVE = r :. , CUTCHOGUE• NY j I I r 2x10 C.J., 16" oc 12 <•, �� WN OF SOUTHOLD - " I. ... . ® TOWN 1000-104-05-24 I I 6 Closed Cell Spray I i .. Foam Insulation (R39) 2,_8„ 12 q ---- �� Hgt. 9 ARCHITECT: II II I o _ _i 4,_0„ 11�-8" I I oo I I — Ice t Water Shield FREDERICK R. WEBER 2x10 R.R., 16" oc I I I II a Roof Perimeter 41 EAST MAPLE ROAD I I OFFICE I I LJf'PER HALE' BATH2IL=J GREENLAWN, NY 11140 I `... .. ' .'.I. . .. M BATH 2 "Hurricane" Strap 14" TJI 560 F.J., 16"oc i'': BEDROOM 4 1,_ « on All Rafters 52 NOYAC PATH - - II l/8 TJI 360 F.J, 6 oc WATER MILL. NY 11914 3/4" Plywd. Subfloors,: I "'., 3/4" Plywd. Subfloor Plywd. Sheathing II ::::::. 1......1:. to Lap Top Wa fE f f f f TEL 431 154-5555 I I We erarc i ec oo com Ix8 Fascia Bd. f b h t t9gah I I l3) 14'%LVL:w/ 6" "Roxul", (RI9) 0 1/2 Round All Floors For Sound Alum. Gutter I I I I Steel 12 SEAL: I I I Bearing 1/2" Plywood 1x6 TtG Soffit Wall on Shear Wall Walls (Typical): f y "NuCedar" Sidewall I I i I I Shingles I I KITCHEN HALL COAT BATH 2 "Blueskm" House Wrap rl } PORCH i I GR ROOM DININ ROOM I I 5/8" Plywood Sheathing 1 « (,• s I I 11-C" 3'-0" 3'-8" 2'-0" 4" 3,-4" 2'-O" 9'-4" 2x6 Studs. 16 oc I I 2" Closed Cell S ra Bluestone 15'-6" I " 14" JI 560 F. 6"oc I I Kitchen " « Foam Insulation (RP3)y � (Random f rIST FLOOR I I Island 14 TJI 360 F.J., I6 oc 3 1/2" F.G. Batts (R13) :..: 3/4 PI wd. 5/8" Gypsum Bd. ----------- 2" Thick Rectangular) EL +13'-I" EL +13 _6 I I y Subfloor Perimeter P9 --- ----------- -------------------- Stone I _________________ ____ ________ _ ________ __ _ __ _ ______ __ __ __ __ ___ -- ------ ----- Shingle Flare lT9P) ------ ----- -- x -"- xisting i : : Roxul , (R19) " :� in 4" P. Conc. I _________________ ______________I t"al Srdg===== =__ 12-0�= = 3 Closed Cell Spray �I, Fin. Floor N 6 - T.--------- == f=o�Sound=UPir�=== a: Haunched Slab w� I I I I e Midspan Foam Insul. (RI9.5) in , (2) 2x6 Pressure Treated SIII• EI. +10.6 6"x6", W2.9x W2�9 2'-6" O"I I'-8" I I Protection, TJI w/ Box-Bay Area 5/8"0 A.B., 140, 32 oc REV.: NOV 20" 2023 Wood Flanges , Co er Termite Shield WWM Reinf. I I I pp DATE: NOV L, 2023 13'-3 1/2" I 13'-3 1/2" 16'-4" II'-5" Q" SIII Seal i I I 1 : J BASEMENT 3 1/2" Steel Pipe 2" Closed Cell -Qio " FOR REFERENCE: SCALE: I/4" I'-O" I I Col. on 30x36"x16" Spray Foam Insul. ; FLOOR HEIGHTS I I 10 P. Conc. Found. Wall w/ OF EXISTING o JOB NO: w201801 I I I I P. Conc. Ftg. w/ Full Hgt. (RI3) l2) tt5 Bars, Top t Bot. t 4" P. Conc. Slab tt5 Bars, Both Ways i tt4 Bars I6"oc Vert. t HOUSE i I I I I BASEMENT SLAB w/6"x6", 10/10 ' g. EL +4-3 I/2" WWF Reinf. ` j;. Between 10" Cont. P. Conc. Ftg. Existin DRAWING NO. g i RON w/ (3) tt5 Bars (Typ.) Bsmt. Slab " EI. +3.0' A7 SECTION rzE_ OF A9 411 3" FREDERICK F I N I S H S C H E D U L E ROBERT SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS WEBER _ 0 _ G a _ Ww v v O A W a N Ql ° Ql to F- _ _ ARCHITECT X cW cW N V w m n Z ? u' c ~ C D W Y z v in q I 0 4 iv o w < D O D a U U; o Q, �- w w ... a a w t- w z ~ O w Q a o U Ll Z x o to ,,, z cn a cn E- Cl a v tx o O to W O O O z w d _ [0 F-- 25 �' ¢ - i w w m U w N o �, Q 0 a oc ix at W p w z = W [A U z m \ z (L cUn v o w W a �7 U � w O O H O U vc >m a w ao i M za FOYER (Coats) Q ® ® Q Q 1Q Varies Paneling to 42" Hgt., HALF BATH Q Q ® Q Q 0 1 ® 191-0" Horiz. Bds, to 42" Hgt. LIVING ROOM 49 ® ® le 1 10 9'-0" r 1 GREAT ROOM Q Q Q Q el 9'-0" �J 0 DINING ROOM Q 0 0 Q ® 91 -0" KITCHEN ® Q Q ® ® a0 Q 9'-0" F-�--I LL BUTLERS PANTRY ® IS ® ® Q Q 9'-0" F- MUDROOM ® Q Q Q Q ® IS 9'-0" Vert. Bd. to 64" Hgt. rI� — LAUNDRY © ® ® ® Q T-O" rVT,1 BATH 1 Q Q e IS ® Q 9'-0" I-�--I HALL/COAT/BROOM ® ® ® ® Q 9'-0" BEDROOM 2 ® e Q Q ® 9'-0" MAIN BEDROOM IST Q Q Q Q Q 9'-0" M. BATH IST Q Q ® ® ® o -p" 5 3/4 COVE -4 1/210 COVE W FULL SIZE FULL SIZE FRONT PORCH IS Q ® ® 91-p" O REAR PORCH 1 01 10 1 1 1 ® Q 9'-0" SIDE PORCH Q Q IS Q ® 91-0" O MAIN STAIR lei ® ® Q Q ® ® Varies Panels to 42" Hgt. BASEMENT STAIR ® Q IS ® Q Varies \ UPPER HALL Q ® IS ® Q Q Q 8'-0" Paneling to 42" Hgt. OFFICE Q Q Q Q ® 8'-0" F--I MAIN BEDROOM- 2ND (CL) IS ® ® ® Q Tray w QO M. BATH 2ND ® ® lei I's Q Q 8'-O" J BEDROOM 4 (CL) 01 1 ®I I 1 Q Q ® Tray CAP BATH 2 Q ® 8 ® ® Q 8'-O" MOULDING O 0 Z CV STORAGE I I I lei ® 101 1 ® VariesDRAWING TITLE: F: BASEMENT Q ® 4 Q ® 8,-p" cOVE FINISH MECHANICAL ROOM ® ® is 00 8'-0" SCHEDULE MOULDING MOULDING MOULDING CAP CAP CAP 3/4„ TRIM Paneling Full Height Under Stair Treads (See Section C) Paneling to Follow Stair Run FACE OF COVE WALL JOB: COVE COVE to — ONEILUROONEY N RESIDENCE " S HORIZ. V Take '125 MASON DRIVE 2 1/2" GWB WAINSCOTING GWB WHI NICKEL 5WB VERTICAL E STILES t JOINT BD. (OPTION CUTCHOGUE. NY RAILS W/ BEAD) TOWN OF SOUTHOLD 31 H SCTMS 1000-104-05-24 BACK GYP. BD. ARCHITECT: BAND �., FREDERICK R. WEBER 41 EAST MAPLE ROAD r GREENLAWN. NY 11'140 52 ATH VENEER WATER MILL. NY 119'14 \ PLYWOOD NOTE: 3/4" TEL 431 154-5555 cn ALL ELECT CAL RECEPTACLES zo BACK TO BE INST LLED fweberarchitect9gahoo.com BAND I/8" i/ " HORIZONTALLY IN BASE 3/4xs/8 MOULDING (U LESS OTHERWISE NOTED) SEAL: NOSE ak . ".K 3 I/2 COVE PANEL U1INDOUI 3,4 WINDOW/DOOR MOLDING HEAD CASING— TYP. 4" SQUARE EDGE Half Full Size Half Full Size BASE UNDER � i" RECEPT CLE OVER SHOWER CURB, . 2 3/4" x 4 12" W. CABINETS, ETC. Ix8 Ix8 5/4x8 5/4x8 (TYPICA ) BASE BASE BASE BASE v- 'J Z V \ M M x N REV.: NOV 20, 2023 SHOE Note: MOULD DATE: NOV 4. 2023 Where Window Sills `� SCALE: AS NOTED Occur Directly cn SHOE MOULD JOB NO: w2018O'I Above Countertops, bo 1/2" I/8" 1/8" I/ SHOE SHOE SHOE SHOE \ Eliminate Casing and M Extend Backsplash to 1/4� ffW IDTH AS REQUIRED 1/4" WINDOW SILL— Underside of 5111 DRAWING NO. ELEVATION WINDOW CASING 8 " BASE (Typical) 4" BASE (Typical) SILL MULTIPLE UNITS 11 FULL SIZE FULL SIZE Half Full Size Half Full Size 3/4 I-IORIZ. VERTICAL A8 PANELING WAINSCOTING BOARDS BOARDS Half Full Size Half Full Size Half Full Size Half Full Size OF A9 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE 9 EACH RAFTER FREDERICK ICE SHIELD uNDERLAYMENT Joint Description Nail Sizes Nail Spacing ROBERT 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 Blocking to 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 55 ALLT31 METAL STRAP Header to Header Face-nailed 2 - d c. a o. g ( ) 16d 16" o.c. along edges ALL JACK POSTS 9 9 RAFTER TO STUD. - NAILS 9 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 WALL PLATES r-•� w APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban d joist,Endjoist or Blocking (Face-nailed) 2 - 16d 1'2 per foot EIr XTEND PLATE. TOP OF TOP 4 - 8d NAILS FLOOR FRAMING MST31 METAL STRAP TYPICAL Tn JACK POST = Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist MST21 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end W w/ 4 - 8d NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end EACH END - TYP. SIMPSON MST21 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 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist MAXIMUM. Band Joist to Joist End-nailed FLOOR JOIST Band Joist to Sill orTopPlate Toe-nailed 3 - 16d � per joist P ( ) 2 - 16d per foot DOUBLE TOPS PLYWOOD SHEATHINGROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x 6 916" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone O STUDSSIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP i panel , 12" o.c. interior O BOTTOM 9 32" O.C. of panel Diagonal Board Sheathing SECTION 1" x 6" or 1" x 8" 2 - 8d per support ELEVATION 1" x 10" or wider 3 - 8d per support \ CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field F� �SIMPSON MTSA 18-Z W/ WALL SHEATHING W (6) 8d NAILS TOP i BOTTOM 9 32" O.C. _ Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ ri IMPSON LTP4-Z W/ O (6) 8d NAILS TOP t77 (6) Sd NAILS TOP i 7 /16" 6d 3" edge/6" field `BOTTOM 9 32" O.C. - FLOOR JOIST BOTTOM 9 32" O.C. 25 /32 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE TOP OF FOUNDATION " 8d NAILS 4 O.C. f - Gypsum Wallboard YP 5d 7 edge 10 field DRAWING TITLE: . ........... (SHEATHING TO LAP SILL PLATE) 2 5 REBAR Hardboard g / 8d (see s e table 3.9) Particleboard Panel s d 8 see a Etable 3.9 (2) 2 x 6 SILL PLATES : COPPER TERMITE P RM SHIELD] '.�� CODE DETAILS Diagonal Board Sheathing ACO TREATED. w ILL SEAL Y C S S T PJ -' : f. ! 1" 6H or x 1" x8" - 8d 2 per support " " PP J. 1 x 10 or wide r - 3 8d Per suPPortSEEFOU DATION DWG. FOR DESIGN/REINFORCING f ,.• ,. FLOOR SHEATHING . . .. . . . . . . .. . . .. . Structurale Pans I 5/8" x 16" A.B. 932" OC. w/ 2"4"x3/14" WASHER. 1 or less 8d 6" edge /12" field (HOT DIPPED GALV. OR greater than 1" 10d 6" edge /6" field STAINLESS STEEL) HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal Board Sheathing JOB: ISOLATE WASHER FROM 1" x 6" or 1" x 8" - 8d per su SILL PL W/ FELT STRIP 1" x 10" or wider 3 - 8d P pp ort ONEILUROONEY per support RESIDENCE '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 125 MASON DRIVE be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. CUTCHOGUE. NY 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. SCTMu 1000-104-05-24 •.'.'.'.'.•. . .'.'. .'. . ARCHITECT: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . FREDERICK R. WEBER '.'.'.' 41 EAST MAPLE ROAD . . . . . . . . . . . . . . . . . . . GREENLAWN. NY 11140 _ __ DESIGN CRITERIA: 52 NOYAC PATH s ' WATER MILL, NY 11914 -0 BREAK IN ROOF GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 1.31 154-5555 NiA 1 1/4" x 20 GA. GALV, STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" fweberarchitectOyahoo.com w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY EACH END 916" O.C. EACH END 916" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: RIDG .PRi:2�llpE,$d.'CQMM4N.N�411.5'. 6" 0. ` WIND SPEED - 130 MPH AT.ALL. AREAS.OF -ROOF, FUR ER y I I/4" x 20 GA. GALV. STRAP fC,K �,�P THAN.4".FRQM:RIDGE%HIP%GA$1. �� w/ 5-8d COMMON NAILS TO I I/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES • • • • a FDN. 916" O.C. w/ 5-8d COMMON NAILS IN t PROVIDE 8d COMMON NAILS 9 4" O.C. . . . W EACH END 916" O.C. r4i;,4 AT ALL HIGH PRESSURE ZONES RIDGE NOTE: HIGH PRESSURE ZONES ARE ALL ARE � DESIGN CRITERIA: 41- RPM ANY RIDGE, HIP OR GABLE EN • • • • • • • • • • . ' . ' DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME P OVIDE R C M F R NAILS 9 6" O.C. CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. TALL AREA OF ROOF FURTHER • THAN 4' FROM RIDGE/HIP/GABLE LU 0 .;. 2 -0 MAX. ' 4h, WINDOWS - GLAZED OPENING REV.: Nov 20. 2023 DO MER 2'-0" MAX. nli W 2 3d COMMON DATE: NOV L. 2023 : := NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE: NTS -------- --------- : , '"^` PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: x201801 T RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS ROOF FLAB ': _: : .. '�`��"�"�"• �� OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" u8 WOOD SCREWS, 16" OC DRAWING NO. (N.T.S.) FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A_-I Q_�/ OF A9 B A6 WINDOW SCHEDULE FREDERICK Unit Model # R.O. Area pg Egres ROBERT ® ADH32SO V-2"x 5'-0" Yes WEBER © ADH2840 2'-8"x 4'-0" No 101-2" ,q 6'-4" 10'-6" 12'-O" © ADH2O38 2'-0"x V-8" No ARCHITECT Al " 10'-611 10'-611 10'-6" OD ADH2638 2'-6"x 3'-8" No 6x6 Pressure Treat-d E ADH3050 V-O"x 5'-0" No Post w/ "Simpson" BU44Z (3) 9 1/2" LVL Hdr. (3) 9 1/2" LVL Hdr. l3) 9 1/2" LVL Hdr. ,_ „ Post Base t "Simp on" _________ O ACW2028 2 0 x 2 8 No LCE4Z Post Cap (Tgp.) ----------------.—. - I ) --- ------------------- ----- ----------- GC AAN2020 2 0 x 21-0$' No w ,_ " ,_ 11 III I / ACW2840 T-8"x 4'-0" Yes I / \\ o 0 o I u v _ 0 ADH3244 Ta -2"x 4'-411 No 2 I• I \ w > j I j \\ > Sink -� Model Numbers Refer to "Andersen" A-Series, PG50, I Low-E4 w/Argon Glass, Simulated Divided Light C14 CL; tv I 1 \ U U \ U -- Alternate 92: Upgrade to "Andersen" StormWatch Series rn i \\ N °x°/ ; _-(3) 9 1/2"-LVL Hdr. w/ Impact Glass, Zone 3 V 1 i -- _ _ _ _ ------ W (2) 2x10 Tie w/ -------- (1) 2x10 R.R. Each Side, Provide (3) 3/4" M.B. Connection -- (3) 9 I/ I L Hdr_ _ \� (3) 14" LVL Hdr. (3) 9 I/2" LVL Hdr. (3)-9�1/2" RL Hdr. (2) 1 1/2" LVL Hdr. (2) 1 1/2" L I dr. (2) 1 1/2" LVL Hdr. DOOR SCHEDULE _ -41� „ -• _ - - - - V -_TT_-- - J U — — — - .> I 1 I I I I I �I III,IT I I I lip : I II I'I I III+ i�-I----� I L------- I! I I I Unit Model # Width t Height F-'--i 111+ I uJ Smk II III W I 9 > II I -� 1 I I " \1 i/ \ s 1111 ° 11+ 11 Front Door w/ Sidelites 3-0 x 1-0 (Door) 1d. 1 IIS I 1 II u III I 1 "Simpson" ,_ ' o� v + 11 -' i'I12) 12 x 1-0 (Side�tesl O II �- � II+ I I I II O I' I 1 "Therma-Tru", Classic Craft " O X X Cr II I Ill I I II - cv III D 1 Model CCA260, Glass Top 2'-8"x 1-0 (Door) r^1 11-30 II 11 n n I II I FW111 1111 `� i II ;r I nl I �' French DoorW PG 013rade R. tiding (R.it-OO.- Custom) I1j 12) 91/2 LVL- (2) 14" L1�ll o N d 1 n1 i I 1 0 ; _ 11 > 1 ,1 > P9 11 ; 1.1: 2x R. "Andersen" FWGDII1013-4, $iPartin II'-10' x 1'-3" I ( 1 `V 6 °\ IllicV ----------- _ I�III 1 :r----- I c� 11 III: I I 9 I E � III 1 �`\�Nip c\\ I1 11 0 (j ii i � i i�11 I 1 I�; DW i x n c� I•I. 2x10 .J., 14" oc �\ 1 � ® Gliding French Door, PG Upgrade (R.O.- Custom)) E Al I I I I \ E II I it I\ I I I :L-�--- /1 "Andersen' " " _ 1 i 1 12x10 R.R., 16" oc tl I I \4 > II ' ,1 > O O I 1 111 ' I i :• n H _ O II /8_ - - -—der Dormer ------ r I Al O Andersen FWHID5013APLR, Inswingmg 5-0 x 1-3 O I I WI - � 11 I it � : � _ \Q I I 111 i I I ii _ - _ _- � c•, French Door,'PG Upgrade (R.O.- Custom) ....._... : I I Ln O I..() VIII - ,-T - .............. .......... ............................................... ... .......................I.. :.... ............... .....!. . 71 1 II I.. I . I I - Ill I 11......_.... "Andersen' " " O �_ i I i , I. : © Andersen FWHID5013PALR, Inswmging 5-0 x 1-3 U I ' - - III ink II French Door, PG Upgrade (R.O.- Custom) W N I•I ! N\p �� I I I �., O f--• I � I \ 1 1' 1 ' II- II II: II /8 L I oc 11 m 11 _ _ _ I Web Stiffeners Under Wall Above 1r I i i= ; II " - - - - - - - - - - - - ZIA - - - - - - - - - - - - - - - - - - -J ?in _ I L� I ti II(2) 14 LVL Hd Ii `� IIIIu N _ _ _ _ - - - - - _ J _ L� - nt , 1 I I 111 -' ' End of F.J. _ I : - III Chamfered � er I L 11iiw .o II III I r - - - - - - - - A-i111 a- 1 for Roof I I - _ > II - ^III ^I III r" IN I I 11 I !!• oo Pitch \\\\ 0, / II II� 11 ac _ 11. n miii f�__ m1 nl 9i, \ \ / 11 II x w O N DRAWING TITLE: _ ?m N n _�_ n (3) 2x6 l5) 2x6 ul I I n1 it \\\ 1'�I- I 11 I IIII II 1/8" LVLIFI.J., 16"oc I I nf�x 6 a- __ _ 11 Studs (T p.) - 1 Studs; nl 11 Under Dormler' Above --- II cv n I -�1-------- ------ ------------+�-- -- ---- -- 17-- ---n---------- ----- c<1 / ! 1 -� - Ili----- (Defeen for Till in Mud ) > 2ND FRAMING f3) 9 I✓2" LVL Hdr. (3) 9 1/2" LVL -Hdr. (3) 9 1/2" LVL Hdr. (3) 9 I/2" LVL Hdr. �it� ; Bearrm Wall Ref' 11 _ _ _ _ _ I I (IST FLOOR) —.—. —.—.— — -- ---- ) 14' LV --- __ 2 ---- (3) 9 I/2" LVL Hdr. I ii iii I lush) II 1/8" L 'Vlr F.J., 16"oc ------------------- I II -� n n1 � m Under Dormer Wall D j 111 ii1 �' °' i 2x10 R.R., 16" oc p _ 7 JOB: - - �1h 1111- - - - - o Al I - - -�nII o Inlr - -�<- - - ! I - - I I rn M edicin2xl0 C.J., 16" oc i Al ONEILL/ROONEY n� 43 1 RESIDENCE MIII11I1111 II VIII (� >m � _ „ ----- _ ..... , � 14 TJI 360, Ib o.c. i > > 11111 O ) 1111 1 I \Iii in `•\ I 't25 MASON DRIVE A -1 11 - I i ! I I`1 - CUTCHOGUE, NY - , lY _ 11111 c<1 Illl1 � I I � Ili � Al � oL v- Iiii1 � v- Iiiil � I I I�I � = TOWN OF SOUTHOLD I I I a- O ^ III II11I O O 40 J 116„ SCTMu 1000-104-05-24 m Ilu' - nl x x 15 -10 cli 1!!11 y III11 N D N = III 1. ARCHITECT: L _ J _ _ (2) 14" LVL (Under Gable End) 111 III — _. .—.—. ...— n .— — r - - -=- • ----�---- 2x100 R.R----�_- — nl �� \ FREDERICK R. WEBER O 111 III (2) 1:1/2" LVL Hdr. _ 41 EAST MAPLE ROAD 111 111 2x8 C.J., ;� GREENLAWN, NY 1140 M 111 (3) 9 I/2 LVL Hdr. 111 16" oc \ 52 _ I WATER MILL,NY 119'14 ATH (3) 9 I/!2 LVL Hdr. ! I = „ I . I � (3) 9 I/� LVL Hdr. O n 2x10 R.R., 16' oc j 2x10 R.R., 16" oc I TEL 431 '154-5555 (3> 9 I/2" LVL Hdr. I I fweberarchitect9ahoo.com � III rl I • I ', � ____— — — 6x6 Pressure Treated -- ------------------- Post w/ "Simpson" ABU66Z SEAL: •` (3) 9 1%2" LVL Hdr. Post Base t "Simpson" PROVIDE "SIMPSON" HDU2-Z HOLD-DOWN FROM STUD WAL /WALL PL. P 9P• LCE4Z Post Ca (T ) TO FOUNDATION WALL I �� Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL 12'-6" 14'-9" � l �R��1"(INC� NOTES: Ir 441_0" ,21_0" ;,� ^ �. ;P�� I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 2ND FRAMING NORTH TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 91-0" AND OVER WITH TRIPLE UPRIGHTS. B C ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. ( IST FLOOR ) S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. A6 A6 REV.: NOV 20, 2023 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. _ DATE: NOV 4, 2023 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. I/ X11 - II-OI` SCALE: 1/4" = I'-O" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL JOB NO: w201801 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH SD 0 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. DRAWING NO. Il. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 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 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. st 13. ALL, MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS I1 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 FV WINDOW SCHEDULE FREDERICK Unit Model # R.O. Area Egres ROBERT WEBER ® ADH3250 3'-2"x 5'-0" Yes © ADH2840 2'-8"x 4'-0" No ARCHITECT A © ADH2O38 2'-O"x 3'-8" No A� OD ADH2638 T-9"x 3'-8" No O ADH3050 3'-O"x 5'-0" No O ACW2028 2'-O"x T-8" No I I OG AAN2020 2'-O"x 2'-0" No w I I HO ACW2840 2'-8"x 4'-0" Yes I JO ADH3244 3'-2"x 4'-4" No I I I Model Numbers Refer to "Andersen" A-Series, PG50, I Low-E4 w/Argon Glass, Simulated Divided Light `� _ o Roof ' J Uneve Alternate 42: Upgrade to "Andersen" StormWatch Series r/1 Uneven ° Hip w/ Impact Glass, Zone 3 i Hip F W II - - — — — — — — — — — — — — — — — — — N I I I I I i r+ Support Wall for 2x8 R.R. i (3) 1 1/2" LVL I DOOR SCHEDULE _ � � - -�- - '• r - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — J - - - - - SII - - - - - - - - - - - - - - - - III I I I - Unit Model Height i ht _ # Width g � I 1 I Overla Q, I I I ' i O Front Door w/ Sidelites 3'-0"x T-0' (Door) x Roof Roof y = I I I tp I "Simpson" (2) I'-2' x 1'-0" (Sldehtes) Vol o III m o- Cr "Therma-Tru O 6 I I , I i of Model CCA260, Glass Top Craft 2'-8"x T-0" (Door) 0 2x10 R. 111 2x 16" oc1 1 0 2xl R.R., 16" oc 3 "Andersen" FWGD6013R, Gliding 6'-0' x 1'-3" ul'Ib oc - I I _V I 2x8 fE on 2x10 RR for Po h R ft r Bearing u.........4tll JIII a- I French Door, PG Upgrade (R.O.- Custom) rie of"i2oof (3r�eak o _____--- ° -_ \Ili'•. r-- w l 12x8 C.J., 16" oc m l Roof "Andersen" FWGDIIIOI3-4, BiParting 11'-10' x T-3" p ---- -- --------------- --- E s s �9II11 d j• �- �'I I 1 E II _ 4 fit Gliding French Door, PG Upgrade (R.O.- Custom)) _ ♦ N•.• • JIIIU t- U � III � I I I End of Shed Dormer — i 5 "Andersen" FWHID5013APLR, Inswinging 5'-0'x 1'Al Al -3" III ^ ---------- French Door, PG Upgrade (R.O.- Custom) O Ridge OC pC III N I N I (2) 2x10 R.R. I i Roof III 1 1 2x101 R.R., 1 oc i © "Andersen" FWHID5013PALR, Inswinging 5'-0"x 1'-3" ~i C14b O III III I I French Door, PG Upgrade (R.O.- Custom) w cy C14 x x C14 (Y III c I I I Hip 7I7--- ` I III IN, V a�nIn ------- 0 I i o nl Nul '9 1 -------- i > III JIII JIII III Q -Jill ♦ `JG III > � ------J I I iv I :c — III U —Jill �................ i --------- ih DRAWING TITLE: = J 2) II l/8" L Ridge `�'iii a-III ��------ O ' —-ill-———.' _,,.•111_ `-' ROOF FRAMING M J --.--- irr------------� —ori--------- -- ------- —> c<IIII ----- /� I � �.,. - iii v iii 0 v o 12ND FLOOR) ou 1 1 1 0 III v T x r III o ° (3) 91 LVL N �� I 2x10 I R.R.. I oc c� � III N .a i I � � III QC •—•—• •— •—• I .,c O III Ov Ir1a di III O \�a it I (2) 2x10 R.R. I u7 XIII �o, 9 9 �c�y III x �� I ------------- --- - �ylll Roo __Ill_� �• (3) 2xIQ Hdr. .�--�__ _____ _ Line of 8 End of Shed Dormer i -- --- - Line of -- D mIIF=��==__�____��=�IIm III �� I L\� III Q, I 2x8 C.J.,I 16 oc I D JOB: Al ° III � I III o o i III I III m '6i I I I °' ONEILL/ROONEY ro 111 rnI 0 I RESIDENCE i p� III v I III 0.i �i •' a- a I j I _V 1 a- Roof I III p/ I III i i 0I J I � I i i III J I III bo i i O 111 > I 111 O O _ �I CO 1 °D I = 125 MASON DRIVE Lo I „ x 111 J I nl x x , . u I f I 16,_6" 671 — CUTCHOGUE. NY 3 -6 n III = IS -8 III N 6 -4 C4 °I` I c l U IEl I TOWN OF SOUTHOLD i III I III o° i •' 1 �' I I I SCTM# 1000-104-05-24 III I nI 2x10 R.R., 16" oc 1 1 2xl R.R., 16" oc i i 2j 0 R.R.- 2j , R.R., . I Ro f III " I rr III I I / ARCHITECT: i 111 I6 oc I 16 oc III I I I I III Gable Dormer III +�•'��•.' Overlay I I i nl nI ry.' i . Roof 1 I I i i 111 (3) l I/2:r' LVL nl ,. �f.•'• r------_ FREDERICK R. WEBER iii iii 1 iPy l3) l I/2" •:LVL Roof 41 EAST MAPLE ROAD III III �'o GREENLAWN, NY 11140 L - -FII- t rHf - - - - - - - - - —'— ` 52 NOYAC PATH i 1 I WATER MILL, NY 11914 rn i Roof TEL 431 154-5555 1 fweberarchitectegahoo.com - -- - - - - - - - -I- - - - -- - - - - -�.. SEAL: 12'_6" 14'-9" r n 16 -0 44'-0" Ir Ir FRAMING NOTES. I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD ROOF F NORTH TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. FL4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. DC ( 2ND ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. REV.: NOV 20. 2023 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. A6 A6 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. _ DATE: NOV 4. 2023 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: 1/4" = 1'-0" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. JOB NO. w201801 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND (PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 6 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. DRAWING NO. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-[-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 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 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S2 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF S2 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 QI DUP.REC.—(I)SWITCH OPER. SPECIAL OUTLET Hose O SURFACE MTD.—CLG. Bib -- -- — SURFACE MTD — --- ---- ----- ------- ---- — -- — — ----- — P CLG. (Porcelain) -------------------- -------------------- ------------------- I \I - RECESSED-CLG. I I 61`1 ---� b WALL MOUNTED F—�--I \ \ C DUP. FLOOD I � 04 RECESSED (DIRECTIONAL) II SHOWER LIGHT (Wet Location) rT, I i \ fiink Com--= UNDERCAB. FIXTURE I \ an ® ® DOORBELL/CHIME �4 II \ \\ D EXHAUST FAN \\\ Li ht n r / T'i�� ------------------- PADDLE FAN W \ Li t r__---- � wP ,Ih ,,ryrye� j j Blbe PADDLE FAN / LIGHT i�-———— — w.P. / -- -- YYw.P. ------ -------- G4 D 3 4 `---i--- GI GFI ATTIC FAN ------ \ Sink � .••••� ur acs •Surface I � sP SPEAKER 14 . ............. I A TELEPHONE O 0 CABLE VISION i 1161 I I O \ \\ o �, © COMPUTER (Cable E Phone) (� �� I TO THERMOSTAT I I \ Cmoke � FAN/LIGHT I I I \ PedaIt COQ SMOKE/CO DETECTOR I I I i i ; Ch ndeh I Surface ` ......... .I..I ... i — --; V ...................... �. .. SWITCH CISink O $3 SWITCH 3—WAY Pen ant a AC #IA 4 SWITCH -4-WAY ,,{{�� , 'IN4D SWITCH W/ DIMMER ` Ow.p. `� i 1e�dicine het $w SWITCH WATERPROOF O AC GFI #2 JS JAMB SWITCH KEY PAD DRAWING TITLE: i ------ -------------- r ------ - - -- ELECTRICAL \ --- - -=---- 4 `M'GFI (oGFI Ref IST FLOOR ----------------- ............... ...... ...... _ ------- G ELECTRICAL NOTES : Hose Or,F1 0 Bib ------- - �. I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. 49- �� ® UL 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. _�__ IB(D D� 3- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 4- ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT AND CO DETECTORS PER CODE. Bsmt. Smoke JOB: 5— AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL TV CABLE OUTLETS, WIFI, CAT 6 I I I Medicine INDOOR/OUTDOOR SPEAKER CONNECTIONS t OTHER SYSTEMS AS REQUESTED BY OWNER. it I I I Chandeli r Cabinet , ONEILL/ROONEY 6— ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. RESIDENCE 1- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES d EQUIPMENT. rrr .i...... oor TV G I r 125 MASON DRIVE i I I I CUTCHOGUE, NY ELECTRICAL Fl >( TURES : I 3 I I TOWN OF SOUTHOLD SCTM# 1000-104-05-24 D AC #IB OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): \ I- CHANDELIERS (DINING, FOYER. ETC.) \ ARCHITECT: 2- PENDANT FIXTURES (KITCHEN, PORCH, ETC.) 3- INTERIOR E EXTERIOR WALL SCONCES __ ----------------------- 4- SURFACE MOUNTED FIXTURES �• � Hose FREDERICK R. WEBER 41 EAST MAPLE ROAD b 5- ALL DECORATIVE EXTERIOR FIXTURES ` Bi 6— PATH AND POST LIGHTS GREENLAWN, NY 11140 52 NOYAC PATH l— PADDLE FANS CP I I WATER MILL NY 11914 I I I I I ELECTRICIAN/GC TO PROVIDE: AND INSTALL THE FOLLOWING FIXTURES: I I I I I I i I I TEL 431 154-5555 I- ALL PORCELAIN FIXTURES I I i I I ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), HOUSING i TRIM (White) I I i I I fweberarchitecteaho y o.com 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. ------------_ I---- ------ _--_-Im - 'f- UNDERCABINET KITCHEN FIXTURES (LED STRIP). - ------ SEAL: To Post/ Path 66 hts OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR — RANGE: (6) BURNER DUAL FUEL, 36", BURNERS— PROPANE, OVEN— 30 AMP ELECTRIC 2— MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE ` J ' \ ' a .� 3— REFRIGERATOR: 36", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) � T 4— DISH WASHER (QTY. 2): ELE=CTRIC t PLUMBING 5— BEVERAGE RERIGERATOR, 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE 6— KITCHEN HOOD: 36"WAS"HZA"D, CT EXTERNAL BLOWER, 900 CFM 1— WASHER: FRONT LOAD 8— DRYER: ELECTRIC DRYER ELECTRICAL NORTH IST F REV.: NOV 20. 2023 PLUMBING NOTES : 1/411 = I'-O DATE: NOV A. 2023 I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. SCALE: 1/4" = I'-O" - ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. JOB NO: X1201801 3— INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4— ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST—IRON TO REDUCE SOUND LEVELS. — ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT—OFF VALVES IN BASEMENT. DRAWING NO. 6— ALL SINKS ARE TO BE UNDI=RMOUNT . 1— 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, RANGE, GRILL, AND GENERATOR. El OF E2 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 4D DUPLEX RECEPTACLE WEBER Qp W.P. DUP.REC.-WATERPROOF °F1 DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT 4I DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET O SURFACE MTD.-CLG. OP SURFACE MTD.-CLG, (Porcelain) - - - - - - - - - - - - - - - - - - - - -- - - - - RECESSED-CLG, IrT,I ' I I l 1-0 WALL MOUNTED M DUP. FLOOD 04 RECESSED (DIRECTIONAL) I Is� SHOWER LIGHT (Wet Location) I i CCS UNDERCAB. FIXTURE `J ® ® DOORBELL/CHIME I EXHAUST FAN I I r PADDLE FAN I '- - - - - - - - - - - - -- - - - - - - ' I I I I I I PADDLE FAN / LIGHT _ J LJ � - -�- -••'. -�- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - J- - - - - - - - - - - - - - - -- - - - � F ATTIC FAN r - - � SPEAKER 'TELEPHONE \ I I I I O CABLE VISION O 'COMPUTER (Cable t Phone) J : L .............................................................................................................................`..\ OTHERMOSTAT \ ------: -----------------------------------� TVI I I �] -� FAN/LIGHT \ I I I O SMOKE/CO DETECTOR a \� Surface I I I I SWITCH E4SWITCH a I I--•i I I d I �3 3-WAY SWITCH '4-WAY `P�{ D SWITCH W/ DIMMER F—I 02B ------ I___----- iw SWITCH WATERPROOF o JS JAMB SWITCH FK KEY PAD ---= ------- DRAWING TITLE: -- -`-- ELECTRICAL 2ND FLOOR I 6 I i I TV ,1 i I Q 2A/ i 1 `FF'GFI 0 --------�----- ----}--------------- -------- i I � JOB: I I I I ° Chandeh r I 1 I ONEILL/ROONEY ]T i i ; RESIDENCE Desk i I I I I I To 1st 125 MASON DRIVE 1 Floor CUTCHOGUE, NY TOWN OF SOUTHOLD SCTMS 1000-104-05-24 I I i I I I I ARCHITECT: , I I FREDERICK R. WEBER 41 EAST MAPLE ROAD L I GREENLAWN. NY 11140 - - - - - - , r - - - - - - - - - - - i� I LL I /I 52 NOYAC PATH rJ I � I I WATER MILL, NY 119'16 , n I I I � I I I I TEL 631 154-5555 I fweberarchltecteyahoo.com - - - - - - - - - - -I- - - - -- - - — - - J.. SEAL:" 1. E L E C TRIC A L NORTH 2ND FLOOR REV.: NOV 20, 2023 DATE: NOV A. 2023 SCALE: 1/4" = I'—O" JOB NO: w201801 DRAWING NO. E2 OF E2 FREDERICK ROBERT WEBER ARCHITECT I I I I I ! J I J I J :...: I I I r-------n ! I I I I I I (v) I I I I I I I I I 1 06 F I 6FI I I I I I I I I w I I I I I I I I I I I _____ -� Porch Foundation Walls: I I ❑ ❑ ❑ I I I I I I- I I Basement Foundation Walls: 8" P. Conc. Found. Walls w/ ( I I I I I I I I I (2) 45 Bars, Top t #4 Bars I I I I P 1 ! I ----- I 10" P. Conc. Found. Wall w/ 18" oc Vert., Extend into Slab I I I I O I L_______J L_____J L_� (2) 45 Bars. Top t Bot. t on 18"x 10" Cont. P. Conc. Ftg. I I I I I I 44 Bars 10oc Vert. t [II W w/ (3) #5 Bars (Tgp.) i i I Between Wall and Ftg. on ---------------- I I ! I ! � ' I 20"x 10" Cont. P. Conc. Ftg. I I I I I I j i S w/ (3) #5 Bars (Tgp.) I I ------------------------ I I I I i1 -------- i i I I -------------� .. .. ------------------r > I r--------- -------------- --------------- GFI !--------� L-------------------- I � III GFf I i i I I I.I I I I III To New Approved ! iSanitarg System I i I I III I I O � i I I III I I O >I I �----� I I i :...i..... .....i...: 1 III a-I I I I I I 1 -I r Smoke I i l I I I CO O L_-_ I I I.I I I A A I I J 42A/2B � I I III I IIAC #IA1 I I I. I \♦ \`� I I 111 I �\_'�� ` I I I •I I 1 DRAWING TITLE: I 1I1 i i ELECTRICAL BASEMENT ` I I 0 I I I I I Ii1 ! I I ----------------- GFI _ I I _ I _ I _ _ — — — — — — — — — — -0— -1--•—•—•—•—•— — — — -F r_ _— ----------- -- -------_ I I I I -�- -- ------------ 1 --! ------------------------- —! .I --------------------- ! GFI I I ----� '4 I I III I I I I L ____ 13 III I I I I Fan/Cal Underground) I 111 I I Electrical ! I ----iI I .I - L-------, Service1 1 200 Amp ----!° III I JOB: —B—•—j i Electrical 9 I I ! 1 1 Panel ---- III ?� I `i---- O FILL/R E I ! e III , 1\ I , N OON Y 1 I , I .I ! 1 RESIDENCE c I III N I . L____J I 125 MA50N DRIVE s Smoke i i y i 1 j CUTCHOGUE. NY I I CO O I.I -- i 3 i J TOWN OF SOUTHOLD 1 I 2 1 1 1 �� \ 5CTM# 1000-104-05-24 $- I iii i IiAC #IBI 1 ! _ r_I_1-- ----- I------------ J ._,. ARCHITECT: Vent Direct j 1 Propane i Boler (� r---------------------- FREDERICK R. WEBER --------, In erect r - --------------------- GFL----------_J I 41 EAST MAPLE ROAD --------------- --------- ! GREENLAWN. NY 11140 I LLt �e_e�_ ^ I__—_—_ --__I_J 52 NOYAC PATH r------, r___________________________ WATER MILL, NY 119'iL II I -------------------- I I I I I 1 L_________-__ Basement Foundation Walls: TEL L31 154-5555 i i i 1 Pweberarchitectegahoo.com 10" P. Conc. Found. Wall w/ Existing 1 L---------------------J I (2) 45 Bars, Top t Bot. t Water Service 1 I #4 Bars lVoc Vert. t (Re-Connect) I SEAL: Between Wall and Ftg. on r - 20"x 10' Cont. P. Conc. Ftg. I -------- I fi--------i I w/ (3) #5 Bars (Tgp.) ( 1 I -------yl - ------- I 1 r ELECTRICAL NORTH BASEMENT REV.: NOV 20, 2023 DATE: NOV L. 2023 SCALE: 1/4" = 1'-0" JOB NO: w201801 DRAWING NO. E3 OF E3