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hod%of SooTyolo Town of Southold * * P.O. Box 1179 53095 Main Rd UNV Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46713 Date: 12/09/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 450 Basin Rd Southold, NY 11971 Sec/Block/Lot: 81.-1-18.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/08/2024 Pursuant to which Building Permit No. 50555 and dated: 04/15/2024 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 finished basement, covered front porch, rear covered porch, rear deck with swimming pool and spa addition fenced to code, trellis covered outdoor kitchen, seasonal half bathroom (outside access only), outdoor shower and attached garage as applied for. The certificate is issued to: Peconic River LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-0576 8/22/2025 ELECTRICAL CERTIFICATE: 50555 09/17/2025 PLUMBERS CERTIFICATION: Pipe Drrams Plumbing_ 10/08/2025 %4A� -e A tho ' d i ature SUFFe TOWN OF SOUTHOLD BUILDING DEPARTMENT y x ' TOWN CLERK'S OFFICE "oy • 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#: 50555 Date: 4/15/2024 Permission is hereby granted to: Peconic River LLC 90 Lafayette Ave Sea Cliff, NY 11579 To: construct single-family dwelling with swimming pool addition as applied for per DEC Non-Jursidiction letter, Trustees and SCHD approvals. At premises located at: 450 Basin Rd, Southold SCTM #473889 Sec/Block/Lot# 81.-1-18.1 Pursuant to application dated 2/8/2024 and approved by the Building Inspector. To expire on 10/15/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,152.00 CO-NEW DWELLING $100.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00 Total: $4,552.00 Building Inspector TOWN OF SOUTHOLD �o�g�FFQ!C l BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • o� '� SOUTHOLD, NY L 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 #: 50389 Date: 3/5/2024 Permission is hereby granted to: Peconic River LLC 90 Lafayette Ave Sea Cliff, NY 11579 To: Electric Service \ �� �� Aouq - At premises located at: 450 Basin Rd, Southold SCTM # 473889 Sec/Block/Lot# 81.-1-18.1 Pursuant to application dated 3/1/2024 and approved by the Building Inspector. To expire on 9/4/2025. Fees: ELECTRIC $100.00 Total: $100.00 Building Inspector oF so�Tyol � o Town Hall Annex jig Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 '7 a �yooum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peconic River LLC Address: 450 Basin Rd City: Southold St: ny Zip: 11971 Building Permit* 50555 Section: 81 Block: 1 Lot: 18.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G Craig Electric License No: 4432ME SITE DETAILS Office Use Only Indoor F7 Basement FV Service (✓ Solar F Outdoor W 1 st Floor F% Pool (✓ Spa Renovation F 2nd Floor r7o Hot Tub F Generator (— Survey F— Attic F�' Garage rl Battery Storage INVENTORY Service 1 ph W Heat Duplec Recpt 83 Ceiling Fixtures 20 Bath Exhaust Fan 8 Service 3 ph F Hot Water Gas GFCI Recpt 33 Wall Fixtures 33 Smoke Detectors 9 ,Main Panel 200Ax A/C Condenser 3 Single Recpt Recessed Fixtures 78 CO Detectors 3 Sub Panel 100A A/C Blower 3 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 4 Transfer Switch 400A UC Lights 5 Dryer Recpt Gas Emergency Strobe Heat Detectors 1 Disconnect Switches 122 4'LED Exit Fixtures Other Equipment: Fridge(2), Mini Fridge(2), DW, Cooktop, Hood, Oven, W/D, Sump, (2)200A Panels (1)100A Pool Panel, (2)Pump 220GF1, Heater, Salt Gen, Auto Cover 120GF1, (4)Lights 300WTrans 120GF1, WaterBond on Pipe, Blower Two Story House w/ Finished Basement, Pool/Spa Inspector Signature: X Date: September 17, 2025 Sean Devlin Electrical Inspector sean.devlin(Qtown.southold.ny.us 450BasinRdHouse&Pool y o�dSufFOLx��� Town Hall Annex �� y . Telephone(631)765-1802 54375 Main Road a . P.O.Box 1179 cz + N . 2 Southold,NY 11971-0959 +h. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION ' Date: Building Permit No. :S C>IS5�.owner: ea p 0 1 L l� J R L L (Please print) Plumber: +f 1 j;?C bV-1 Ai (Please print) I certify that the solder used in the water supply system conta' s less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this day o , 20 c 5 Notary Public, County PAUL C CAPERNA NOTARY PUBLIC.STATE OF NEW YORK Registration No.01 CA6151160 Qualified in Suffolk County County ,) Commission Expires August 14,20 A4 OF SOUIho� # # TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION V�FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO TION [ ] PRE C/O [ ] RENTAL REMARKS: oi �xI-- o��--- - DATE ' �JO•o? INSPECTOR souryO * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [I ] PRE C/O [ ] RENTAL REMARKS: �L&AAO(t .[ o► p,40 4 0 Qi�o�io(�e. p�.OGV M Q,YV}`Oy�G✓� -b 2, I�L�.�- w��.� � VjOLA 16 . ®k- - Imo - 11. Lo cg.,,a-q ev, sukue yl �yz DATE INSPECTOR 50 ` q SOUTyO TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [_ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [VfFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION: [ ] PRE C/O [ ] RENTAL REMARKS: &416C -4U o_ DATE _� -� INSPECTOR �� i pF soUly0lo \_ # TOWN OF SOUTHOLD BUILDING DEPT. °yi'gurmN�'�o 631-765-1802 ��,�//INSPEC 1OICI [ ] FOUNDATION 1ST/ REBAR [ ROUGH. PLBG. OAWVY"L� [ ] 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: VVA &-ban- IAM DATE INSPECTOR �o�aOF SOUTyO� 50 14 SZ��/ - * . # TOWN OF SOUTHOLD BUILDING DEPT. "coU�+� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ . ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ - ] PRE C/O [ ] RENTAL REMARKS: el-D� a� SIA J Gmte DATE Ll ) INSPECTOR SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 © � INSPECTION [ .] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING I/STRAPPING [ ] .FINAL [ ] FIREPLACE-&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ -] ' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]. PRE C/O [ ] RENTAL EMARKS: ©(G hb . ,* V�r- DATE INSPECTOR OE 50U1yo6 # TOWN -OF SOUTHOLD BUILDING DEPT. coum,�'' 631-765-1802 �o INsPECPON [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. .] FOUNDATION 2ND. [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ } FIRE SAFETY INSPECTION [ ] FIRE,RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O: [ ] RENTAL 7MARKS: �� t DATE ! 1 'Yl1 -INSPECTOR rq SOUTy� 5o55 115 0 # TOWN OF SOUTHOLD BUILDING DEPT. `y�ou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: eopldco� DATE INSPECTOR oFsouryO D-3g7q # # TOWN OF SOUTHOLD BUILDING DEPT. Cou�+,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/-REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O - [ ] RENTAL H REMARKS: Rou,' °1d knO DATE jq a .INSPECTOR OF SOUlhO� # . # TOWN OF SOUTHOLD BUILDING DEPT. °'outm,� 631-765-1802 . J, INSPECTION [. ] FOUNDATION 1 ST/ REBAR [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [. ] CODE VIOLATION. [ ] PRE C/O [ . ] RENTAL REMARKS: 00 � " t-3 jk y �� �m( - hL b 1*iov.?/L , �afPVC& ku�� a✓ DATE INSPECTOR hO��OF SOUTyOIo - # TdWN OF SOUTHOLD BUILDING DEPT. 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: �� �� ,� tnr�-Lc)x � , aug/" LA DATE INSPECTOR l OF SOUTyOIo W�TOVIlNSOUTHOLD BUILDINGT . coorm��'� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -twG SL+orgy w I SHED 22 S79 m N:' Lajoed oo,*) 111mel ri A mr Zk(e/,v kA A A W c� C 14& ln64 DATEZ2,6 INSPECTOR a 50UTyOlo - # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 1 N S P E C T 10 N [ ] FOUNDATION 1ST/ REBAR [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: ct'pru vidi 0-?(- lx�I( R d L Y F&A (2!,1cW :Fm�&WA. (-W C&25�A IM6 col�i 92 E4 A f\ p /I DATE INSPECTOR 1 r Load Shot Form Job: 460 Basin Road s WI`I �tSO Date: 1/26/24 Entire House By: Katelyn Maleskl Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3(8gmail.com Project • • For: 450 Basin Road,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(OF) 15 82 Method Simplified Ins ide db(OF) 72 75 Construction quality Tight Design TD(OF) 57 7 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 32 37 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AH1_Basement 1918 11982 9136 600 600 AH2_1st Floor 1918 29260 20583 1173 1173 AH3 2nd Floor 1993 28216 17202 967 967 Entire House 5829 69458 45828 2740 2740 Other equip loads 11252 1411 Equip.@ 1.00 RSM 47240 Latent cooling 10921 TOTALS I 5829 I 80710 i 58161 i 2740 I 2740 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 7 'Pk" Wrights®ft- 2024-Jan-2612:36:22 �,„•, ,...�. W,, Right-Suite®Universal 2022 22.0.05 RSU20822 Page 1 fm...nts\Wrightsoft HVAC1450 Basin Road_Southold.rup Calc=MJ8 Front Door faces: S Load Short Form Job: 450 Basin Road e INClght$Oft� Date: 1/26124 AM—Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmall.com Project • • For: 450 Basin Road,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(OF) 15 82 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(°F) 57 7 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(grAb) 32 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECO TEC 150 Cond RA1318AJl NA AHRI ref Hot Water Coil ATQ2-1215 Coil RH1T2417STANJAUSA AHRI ref 7507604 Efficiency 95 AFUE Efficiency 12.0 EER, 13 SEER Heating input 150000 Btuh Sensible cooling 12600 Btuh Heating output 38403 Btuh Latent cooling 5400 Btuh Temperature rise 58 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.066 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.62 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Storage 550 2937 691 147 45 Bath 6 59 0 0 0 0 Gym 395 3843 4451 192 292 Media Rm 669 5203 3994 261 262 Mechanical 245 0 0 0 0 AH1_Basement 1918 11982 9136 600 600 Other equip loads 3577 449 Equip. @ 1.00 RSM 9585 Latent cooling 5797 TOTALS I 1918 I 15559 I 15382 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2024-Jan-2612:36:22 Right-Suite®Universal 2022 22.0.05 RBU20822 Paget ...nts\Wdghtsoft HVAC\450 Basin Road_Southold.rup Calc=MJ8 Front Doorfaces: S . �.}. 9 Job: Basin Road Vliri ht5f9ft Load Short Form 1/2u Date: 126/TA AH2 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: 450 Basin Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db CF) 15 82 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(OF) 57 7 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 32 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECOTEC 150 Cond RA1336AJlNA AHRI ref Hot Water Coil ATQ2-1236 Coil RH1T3617STANAA AHRI ref 7508908 Efficiency 95 AFUE Efficiency 11.5 EER, 13 SEER Heating input 150000 Btuh Sensible cooling 24640 Btuh Heating output 75874 Btuh Latent cooling 10560 Btuh Temperature rise 59 OF Total cooling 35200 Btuh Actual air flow 1173 cfm Actual air flow 1173 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.057 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Den 353 8270 4570 332 260 Kitchen/Living 1149 15776 10539 632 601 Pantry 98 0 1101 0 63 Dining Room 228 4291 3614 172 206 Mud Room 89 924 759 37 43 AH2_1 st Floor 1918 29260 20583 1173 1173 Other equip loads 4050 508 Equip.@ 1.00 RSM 21091 Latent cooling 5085 TOTALS I 1918 I 33310 I 26177 I 1173 I 1173 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .t 44& wrightsoft- 2024-Jan-2612:36:22 Right-Suite®Universal 2022 22.0.05 RSU20822 Page 3 G�...nts\Wrightsoft HVACW50 Basin Road_Soulhold.rup Calc=MJ8 Front Door faces: S wrightsofta Load Short Form Job: 1 0 a in Road Date:AH3 2nd Floor By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Emadl:gdlamay3@gma7ii.com Project • • For: 450 Basin Road,Southold, NY 11971 Des,ign Information Htg Clg Infiltration Outside db CF) 15 82 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(OF) 57 7 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 32 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECOTEC 150 Cond RA1330AJ1NA AHRI ref Hot Water Coil ATQ2-1518 Coil RH1T3617STANJAUSA AHRI ref 7508178 Efficiency 95 AFUE Efficiency 12.0 EER, 13 SEER Heating input 150000 Btuh Sensible cooling 20300 Btuh Heating output 52090 Btuh Latent cooling 8700 Btuh Temperature rise 49 OF Total cooling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.034 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) Bedroom 3 213 2059 1097 71 62 Bedroom 2 208 2030 1091 70 61 Bath 2 53 492 120 17 7 Bath 3 53 492 120 17 7 Bed1 WIC 136 2589 1567 89 88 Bedroom 4 213 2793 1213 96 68 Bath 4 49 1274 641 44 36 Bath 5 56 747 561 26 32 Laundry Rm 42 204 564 7 32 Bedroom 5 230 4366 2110 150 119 Stair Hall 243 2907 1836 100 103 Bedroom 1 336 5070 3316 174 186 Bath 1 163 3193 2964 109 167 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrightsoft, 2024Jan-26 12:36:22 ,, 1.. ......-_. Right-Suite®Universal 2022 22.0.05 RSU20822 Page . ...nts\Wdghtsoft HVACA50 Basin Road_Southold.rup Calc=MJ8 Front Door faces: S AH3_2nd Floor 1993 28216 17202 967 967 Other equip loads 3625 455 Equip.@ 1.00 RSM 17656 Latent cooling 4529 TOTALS I 1993 I 31840 I 22185 I 967 I 967 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` wrights®ft" 2024-Jan-2812:36:22 „ti ,,.:., ,..s.w.. ..n. Right-Suite®Universal 2022 22.0.05 RSU20822 Page 5 /4v ...nts\Wrightsoft HVAC\450 Basin Road_Southold.rup Calc=MJ8 Front Door faces: S N BesameM sx4 ax 12 8.4 Me4ui Rm 6 x 4 A7 cim 11.12 8 x a MuMar;al Storage 12x4 6x4 22x12 146 M, 146 c6n 12 10x4 10x4 Gym wo c4m Bz 12 1 o x 1 z— c---1 4.12 exd 8x12 1x4 1Ox4 B7 cfin 87 cfin 112x• 4x12 - 4 70x 12 f1x 12 Bx4 6x12 Bx4 Bath 6 Job#: 450 Basin Road Home Energy Solutions Inc. Scale: 1 : 169 Performed by Katelyn Maieski for: Page 1 187 East Main Street RightSuite®Universal 2022 450 Basin Road Huntington,NY 11743 g 22.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2024-Jan-26 12:38:35 gdlamay3@gmail.com ...HVAC\450 Basin Road_Southold.rup N 1st Floor ®q\ 103 cm, `103 chpoing Roan .•.' �. �128d� 43 m 1 P—ty Mud Room IIIhN Orn Kitchen/living p�„ Garagf 12G chn 1173 clm 166 1-chn Job#: 450 Basin Road Home Energy Solutions Inc. Scale: 1 : 169 Performed by Katelyn Maieski for: Page 2 187 East Main Street RightSuite®Universal 2022 ash Basin Road ton,NY 11743 Southold,NY 11971 Huntington, 22.0.05 RSU20822 Phone:631-673-0664 2024-Jan-26 12:38:35 gdlamay3@gmail.com ...HVAC1450 Basin Road_Southold.rup N 2nd Floor Bath 2 Bath 3 Bath 4 B<:d—1 Bedroom 2 17 17 Bedroom 3 BeOioum 4 8' 0a, 4, 4" 71 Cfin 18x 12 14,11 5' S• 8 x 12 am"Rm �atlt 5 _ 12. 2 4x1 32 dm 4" 6" 12x 12 167 ch. 8 103 cfm 392 chn 619 dm Bam 7 6• 7 Stair Hall 89 dm — — 150 ohm Badmom5 Job#: 450 Basin Road Home Energy Solutions Inc. Scale: 1 : 169 Performed by Katelyn Maieski for: Page 3 187 East Main Street RightSuite®Universal 2022 450 Basin Road Huntington,NY 11743 g 22.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2024-Jan-26 12:38:35 gdlamay3@gmail.com ...HVAC\450 Basin Road_Southold.rup Manual S Compliance Report Job: 450 Basin Road s wrightsofto Date: 1/26124 AH1 Basement By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0864 Email:gdlamay3@gmail.com Project Information For: 450 Basin Road,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 9585 Btuh Entering coil DB: 75.8°F Outdoor design WB: 72.0°F Latent gain: 5797 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 15382 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1318AJ1NA+RH1T2417STANJAUSA Actual airflow: 600 cfm Sensible capacity: 13075 Btuh 136%of load Latent capacity: 5604 Btuh 97%of load Total capacity: 18679 Btuh 121%of load SHR: 70% Heating 'Equipment Design Conditions Outdoor design DB: 14.6°F Heat loss: 15559 Btuh Entering coil DB: 65.9°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 247%of load Meets all requirements of ACCA Manual S. wrightsoft- 2024-Jan-2612:36:22 Right-Suited Universal 2022 22.0.05 RSU20822 Page 1 ...ntslwrightsoft HVAC1450 Basin Road_Southold.rup Calc=MJB Front Door faces: 8 Manual S Compliance Report Job: 450 Basin Road W CIghtsoft" Date: 1126124 AH2 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmall.com Project • • For: 450 Basin Road, Southold, NY 11971 Goo ling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 21091 Btuh Entering coil DB: 75.4°F Outdoor design WB: 72.0°F Latent gain: 5085 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 26177 Btuh Indoor RH: 50% Estimated airflow: 1173 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1336AJ1NA+RH1T3617STANAA Actual airflow: 1173 cfm Sensible capacity: 24640 Btuh 117a/o of load Latent capacity: 10560 Btuh 208%of load Total capacity: 35200 Btuh 134%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 14.6°F Heat loss: 33310 Btuh Entering coil DB: 68.7°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: 1173 cfm Output capacity: 75874 Btuh 228%of load Meets all requirements of ACCA Manual S. weightsoft- 2024-Jan-2612:36:22 Right-Suite®Universal 2022 22.0.05 RSU20822 Page t +C�+ ...nts\Wrightsoft HVAC\450 Basin Road_Southold.rup Cale=MJ8 Front Door faces: 8 a Manual S Compliance Report Job: 450 Basin Road wrightsoft Date: 1/26124 AH3 2nd Floor By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmall.com Project. • e For: 450 Basin Road,Southold, NY 11971 Cololing Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 17656 Btuh Entering coil DB: 75.5°F Outdoor design WB: 72.0°F Latent gain: 4529 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 22185 Btuh Indoor RH: 50% Estimated airflow: 967 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1330AJ1NA+RH1T3617STANJAUSA Actual airflow: 967 cfm Sensible capacity: 24535 Btuh 139%of load Latent capacity: 4864 Btuh 107%of load Total capacity: 29399 Btuh 133%of load SHR: 83% Heating 'Equipment Design Conditions Outdoor design DB: 14.6°F Heat loss: 31840 Btuh Entering coil DB: 68.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: EGO TEC 150 Actual airflow: 967 cfm Output capacity: 52090 Btuh 164%of load Meets all requirements of ACCA Manual S. L wrightsoft- 2024-Jan-2612:36:22 ,'►.- �,. M,._; Right-Suite®Universal 2022 22.0.05 RSU20822 Page ACCk ...nts\Wdghtsoft HVAC\450 Basin Road_Southold.rup Calc=MJ8 Front Door faces: S Duct System Summary Job: 450 Basin Road wrightsoft" Date: 1126124 AM—Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 450 Basin Road, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.46 in H2O 0.46 in H2O Supply/return available pressure 0.404/0.056 in H2O 0.404/0.056 in H2O Lowest friction rate 0.097 in/100ft 0.097 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 472 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Gym c 2226 96 146 0.097 6.7 4x 10 ShMt 49.7 365.0 st6A Gym-A c 2226 96 146 0.127 6.4 4x 10 ShMt 37.7 280.0 st6 Media Rm c 1331 87 87 . 0.176 4.9 4x 6 ShMt 14.7 215.0 st6 Media Rm-A c 1331 87 87 0.169 5.0 4x 6 ShMt 23.7 215.0 st6 Media Rm-B c 1331 87 87 0.182 4.9 4x 6 ShMt 6.7 215.0 st7 Storage-A h 2937 147 45 0.145 6.2 4x 10 ShMt 24.0 255.0 st7 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 366 467 0.097 701 10.4 12 x 8 ShtMetl st2 st7 Peak AVF 234 133 0.145 468 7.4 12 x 6 ShtMetl st2 st2 Peak AVF 600 600 0.097 720 11.4 12 x 10 ShtMetl st6A Peak AVF 96 146 0.097 439 6.7 12 x 4 ShtMetl st6 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 600 600 57.3 0.097 600 11.4 12x 12 ShMt .,_. * wrightsoftr- 2024-Jan-2612:36:22 ,a .�...:.,.:...w:. Right-Suite®Universal 2022 22.0.05 RSU20822 Page 1 14ra...ntslwrightsoft HVACW50 Basin Road Southold.rup Calc=MJ8 Front Door faces: S ++ - wrightsoft, Duct System Summary Date: 1 0 Basin Road AH2 1st Floor By: Katelyn Maieskl Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail,com Project Informatlion', For: 450 Basin Road,Southold, NY 11971 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 0.407 l 0.093 in H2O 0.407/0.093 in H2O Lowest friction rate 0.067 in/100ft 0.067 in/100ft Actual air flow 1173 cfm 1173 cfm Total effective length(TEL) 748 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Den h 4135 166 130 0.096 7.1 4x 12 ShMt 59.3 365.0 st12 Den-A h 4135 166 130 0.092 7.2 4x 12 ShMt 55.7 385.0 st12A Dining Room c 1807 86 103 0.067 6.4 4x 8 ShMt 73.0 535.0 st13B Dining Room-A c 1807 86 103 0.076 6.2 4x 8 ShMt 81.7 450.0 SO 3A Kitchen/Living h 3155 126 120 0.178 5.7 4x8 ShMt 14.0 215.0 SO Kitchen/Living-A h 3155 126 120 0.260 5.2 4x 6 ShMt 11.3 145.0 st3 Kitchen/Living-B h 3155 126 120 0.131 6.0 4x8 ShMt 31.0 280.0 SO Kitchen/Living-C h 3155 126 120 0.154 5.8 4x 8 ShMt 49.7 215.0 st12 Kitchen/Living-D h 3155 126 120 0.129 6.0 4x 8 ShMt 35.3 280.0 st12 Mud Room c 759 37 43 0.105 4.2 4x 4 ShMt 52.0 335.0 st13A Pantry c 1101 0 63 0.107 4.8 4x4 ShMt 35.3 345.0 st13 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 1173 1173 0.067 782 15.8 12 x 18 ShtMetl st12A Peak AVF 166 130 0.092 497 7.2 12 x 4 ShtMetl st12 st12 Peak AVF 584 501 0.092 701 11.4 12 x 10 ShtMetl st3 st13 Peak AVF 462 552 0.067 552 12.0 12 x 12 ShtMetl st3 SO3B Peak AVF 86 103 0.067 309 6.4 12 x 4 ShtMetl st13A st13A Peak AVF 209 249 0.067 498 8.9 12 x 6 ShtMetl st13 wrightsofew 2024-Jan-2612:36:22 o+� ,y,...,,....._.w.......:�,., Right-Suite®U niversal 2022 22.0.05 RSU20822 Page 2 ...nts%Wdghtsoft HVAC1460 Basin Road_Southold.rup Calc=MJ8 Front Door faces: S Branch Return Detail, Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) M FIR (fpm) (in) (in) Opening(in) Matl Trunk rbl Ox0 1173 1173 139.7 0.067 640 15.8 12x 22 ShMt t +nrrigf,ttsof#- 2024-Jan-2612:36:22 ...: ,.-..,,.,,r," Right-Sulte®Universal 202222.0.05RSU20822 Page ACCA ...nts\Wrightsoft HVACW50 Basin Road_Southold.rup Calc=MJ8 Front Door faces: S wrightsoft' Duct System Summary Da 450 0 Ba in Road 124 AH3 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmall.com Project • • For: 450 Basin Road,Southold, NY 11971 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 0.297/0.203 in H2O 0.297/0.203 in H2O Lowest friction rate 0.105 in/100ft 0.105 in/100ft Actual air flow 967 cfm 967 cfm Total effective length(TEL) 477 ft Supplyi - Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bath 1 c 2964 109 167 0.105 8.0 Ox 0 MtFx 57.7 225.0 st4A Bath 2 h 492 17 7 0.119 4.0 Ox 0 MtFx 39.0 210.0 st4 Bath 3 h 492 17 7 0.115 4.0 Ox 0 MtFx 32.7 225.0 st4 Bath 4-A h 1274 44 36 0.111 4.0 Ox 0 MtFx 26.7 240.0 st5 Bath 5 c 561 26 32 0.123 4.0 Ox 0 MtFx 15.3 225.0 st5 Bedt WIC h 2589 89 88 0.120 6.0 Ox 0 MtFx 46.7 200.0 st4 Bedroom 1 c 3316 174 186 0.110 8.0 Ox 0 MtFx 59.3 210.0 st4A Bedroom 2 h 2030 70 61 0.128 5.0 Ox 0 MtFx 41.7 190.0 st4 Bedroom 3 h 2059 71 62 0.116 5.0 Ox 0 MtFx 20.0 235.0 st4 Bedroom 4 h 2793 96 68 0.109 6.0 Ox 0 MtFx 31.0 240.0 st5 Bedroom 5 h 4366 150 119 0.119 7.0 Ox 0 MtFx 14.7 235.0 st4 Laundry Rm c 564 7 32 0.144 4.0 Ox 0 MtFx 5.3 200.0 st5 Stair Halt c 1836 100 103 0.117 6.0 Ox 0 MtFx 33.3 220.0 st4 SupplyDetaflTable Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 795 799 0.105 799 12.5 12 x 12 ShtMetl stl st4A Peak AVF 283 353 0.105 530 9.2 12 x 8 ShtMetl st4 st5 Peak AVF 172 168 0.109 516 7.0 12 x 4 ShtMetl stl stl Peak AVF 967 967 0.105 829 13.5 12 x 14 ShtMetl Wrightt:Sof - 2024-Jan-2612:36:22 r,........,..w. ,.,_ .,. Right-Suite®Universal 2022 22.0.05 RSU20822 Page4 C ...nlslwrtghtsoft HVAC1450 Basin Road_Southold.rup Calc=MJ8 Front Door faces: 8 Return. Branch Detail Table 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 rb4 Ox0 392 348 162.3 0.125 588 9.3 12x 8 ShMt rtl rb5 Ox0 575 619 194.0 0.105 619 11.41 12x 12 ShMt rtl Return Trunk Detaill Tabire Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 967 967 0.105 645 13.5 12 x 18 ShtMetl - wrightsoftp 2024-Jan-2612:36:22 �...•; ::,..»»�: :_. Right-Suite®Universal 2022 22.0.05 RSU20822 Pages ACCX .,.ntswrightsoft HVAC1450 Basin Road Southold.rup Cale=MJ8 Front Door faces: 8 4 6 xx INVOICE ** e�n�.uwarow+m r+aQu+�uanbMU.Otau ------------------- ------------------------- INYOICE DATE I14VOICE NUMBER MANHATTAN LAMINATES & 0 2/01/2 4 S 6 9 3 4 7 71.o 0 2 51-17 35TH STREET 19MIT To:_______ PAGE_No____ LONG ISLAND CITY, NY 11101 I1u NHATTAN IJ->IINATEE ------------ 718-706-7636 Fax 718-706-7639 51-15 35th street LONG ISLAND CITY, NY 11101 BILL TO: SHIP TO: VITAL HABITATS VITAL HABITATS 69 C MAIN ST 12 DEERFIELD ROAD SAG HARBOR, NY 11963 SAG HARBOR, NY 11963 ------------------------- --------------------------------------------- ------------------------------------------- ----------------------------------------- CUSTOMER NUMBER CUSTOMER ORDER NUMBER RELEASE NUMBER ORDERED BY ------------------------ --------------------------------------------- ------------------------------------------- ----------------------------------------- 383928 ------------------------- --------------------------------------------- ------------------------------------------ ----------------- ------------------- WRITER SHIP VIA TERMS SHIP DATE ORDER DATE ARIZZO_ ------ - RP-.OUR�TRUCK-_ - -- - - - CASH 02/01/24 _ - -01/31/24- - - - - - - - --- ------------------- ------------------- --- - - - DESCRIPTION ORDER QTY SHIP QTY NET UNIT PRICE NET AMOUNT ----------------------------------------------------------------------- ------------------- ------------------- --------------------- --------------------- MELL1961 6sh 6sh 2.890sf 554 .88 White Melamine on Plywood 2S 3/4 48 X 96 MWPLY342S-48 ML CCCF lea lea 20 .300ea 20 .30 MANHATTAN LAMINATES CREDIT CARD CONVENIENCE FEE 3 .5% CHARGE FSC F CYO 190% f(-d. msnpsl fum& F8D!GD1fLRW __________________Y-_�_— _____—_____-__________9___y____ ____-__ ------------------- ------------------ ___—___ ------------------------ invoice is due b 02 o1 .4. All claims for ahortw ea o_ damages must be made within Subtotal 575.18 72 hours of receipt. All requests for exchange, return, credit or refund must be made within 14 days of S&H CHGS 25.00 product'a delivery or receipt. A Special order, for items which we do not regularly stock, is a FINAL SALE Sales Tax 51.76 and may not be returned for credit, exchange or refund unless authorized by the vendor. If so, a minimum ----------i-------7-.-.-- --------------------- 251 restocking fee will be impc.ed. special Order items are explicitly denoted on sale. order.. All Invol c e Amt 651.94 merchandise being exchanged or returned must be in its` original packaging and in saleable condition. P ayIClent -6 5 1.9 4 ------------ --------------- - -6 e Overdu accounts will be charged 1.5% per rcanth finance charge. credits are valid for one(1) year only. Amount Due 0 0 0 Please note all credit card payments are subject to a 3.5ra'k fee. ---------------------- ------------------- r *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating&cooling load calculations(Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house,quality of insulation, quality of duct sealing, &air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure(ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 ft f H m E ENERGY S0LUT10NS CONSERVATION THROUGH EFFICIENCY 187 East Main Street,Huntington,NY 11743 (631) 673-0664 Duct Testing Disclaimer All new ductwork,outside of the thermal envelope,must be tested for air leakage. HVAC Ductwork is only allowed to leak 4 cfm per 100 Sq./ft of the conditioned space it serves. This is an extremely hard number to achieve and requires great attention to detail in sealing the duct work. All joints and connections throughout the system must be sealed with mastic compound and/or 181 approved metal tape. No Duct Tape is allowed anywhere on the systems. Another critical portion of the duct sealing process that is too often overlooked is the sealing of the duct boot to the sheetrock or subfloor. This gap must be sealed,as shown below,in-order for us to complete our testing. t 3 } t (Do Not seal the actual grill to the sheetrock or floor) -Glenn LaMay CEO,Home Energy Solutions,Inc. Any questions or concerns please feel free to contact our office(631)673-0664 H ( ME ENERGY S0LUT10 N S CONSERVATION THROUGH EFFICIENCY 187 East Main Street, Huntington, NY 11743 (631) 673-0664 Blower Door Test Disclaimer R402.4.1.2 Testing.The building or dwelling unit:shall be tested and verified as having an air leakage rate not exceeding fire air changes pet'hour in Climate Zones 1 and 2. and three air.changes per hourizi Climate Zones 3 through S. Testing shall be conducted in accordance with AST11i E 77.9 or AST AI E 1827 and reported at a. pressure.of 0.2 inch w.g. (54 Pascals). Y6fhere required by the code afcial. testing --,,hall be conducted"by- an approved-third party. - vritten re I ort of the results--of the,test shall`be signed by the party conducting the.test and provided to the i ode v)fflcicr,'_ Testing shall be per- fori ed at any`time after creation-of all penetrations,of the icrilclirrg thei al.envelope. As shown above,new construction is mandated to pass a blower door test measuring a home's "Air Leakage".This standard of a home's"Air Tightness"set by the code,is not an easy benchmark to meet.It is based on a home's volume and takes into consideration not only leakage to the outside but air flow to any unconditioned spaces like a vented attic,garage,or unconditioned basement. Home Energy Solutions,Inc.is strictly a 3rd-party testing and inspection firm.Our recommendations are based SOLEY on what will be best for the home and the most cost- effective ways to pass the difficult performance testing. Our firm has performed hundreds of blower door tests and have extensive knowledge on what designs will potentially pass the blower door tests and which designs will likely struggle to achieve the 3ACH required by code. This document is a disclaimer that simply states if you choose to not follow our recommendations on how to properly insulate and air seal your home to maximize the chances of passing the blower door test,there will likely not be any quick fixes if you fail the blower door test in the end.Please keep in mind we do charge a Re-test Fee for every failed blower door.These fee's will not be waived if you choose to ignore our recommendations. Any questions or concerns please feel free to contact our office(631) 673-0664 -Glenn LaMay CEO, Home Energy Solutions, Inc D C C dPOlding Envelope and Duct Tightness Report 018°IGCC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Al r _ t? �f AT&ess Est 450 Baisin Rd,Southold,NY 11971 Test Date 7/28/2025 Building Permit#: Compliance Pathway Performance Build!19 Depay-aM o;rTestsUINIpFeted by : Chistopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NTATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑Conditioned Basement Basement 1139 20694 ❑Conditioned Crawl Space ISt 1930 20830 ❑Sealed Attic 2nd 2003 27056 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic area includes areas where the ceiling height is less than 5 Total Volume 68580 ft CFM @50 pa 1043 Air changes/hr@50 p 0.91 Code Compliance: Pass Duct Tightness: Post Construction Test-Total 06ctteakage System-1: Within Condition Space Duct Location Conditioned Space •----------------------- Floor Area Leakage CFM.@ 25pa NIA CFM/100 ft2 CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space .......................... Floor Area Leakage CFM @ 25pa N/A CFM/100 ft'CFA N/A Code Compliance: Exempt System-3- Within Condition Space Duct Location Conditioned Space •------------------------- Floor Area Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt 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. Signature: ,% 1; V ;.' _ Date: 7/28/2025 Christ4liei•Silvia,Dome Energy Solutions Buena Vista (631)965 4648 Insulation info@-buenavistainsulation.com 2025,Jul 31 Insulation install certificate Vital Habitats Inc. 450 Basin Rd,Southold,NY Scope of Work material R-value nominal in Total,$ Roof 10:12 Closed C R-49 7 Roof 10:12 Open C R-49 13 Flat roof Closed C R-30 4.5 Exterior walls 2x6 airseal Closed C Exterior walls 2x6 Kraft FGB R-21 Garage ceiling Closed C R-30 4.5 Basement box ends Closed C R-24 3.5 Mech room ceiling min wool Partition walls min wool 1st floor ceiling min wool Basement floor ceiling min wool Doors/windows airseal can foam Frecaulking/flreblocking can foam Roof attic intumescent coating DC315 spray paint application Payment terms:50%upfront/50%upon completion/inspection CUSTOMER: CONTRACTOR: Date: Date: By: By: A U G 2 9 2025 ps'l.ti�djj9N 4 nAcc[' OY3L6B� www.buenavistainsulation.com Prom. lnmbe fads_ To. 'wcmrin C[rdam':Stephen SubJeott PTmtandrm driveway drainage Date. Thursday,hly 31,2025 3:54:47 PM HI Vickie and Stephen. See driveway drainage requirements.The drainage plan requires 648 cu.Ft of storage but the engineer did not have that as a drywell but as a drainage layer. Can flexipave provide an engineer's report showing the cu.Ft capacity of their system? We need that.Additionally, the engineer shows a non flexi pave detail that can be used for the regular pervious driveway sections if the flexipave storage capacity doesn't reach 648 cu.Ft. FEMA hiAP#36103CO167H uw2unr05` w/PV6UC"TER _ __ p' �OralnR[el--OraNage Mea Douripibn PROPOSED STORMWATER DRAINAGE PLAN n i i - diYm�n_s -- a fi12 n 1 t AA-1 ii ReudenAefl^ Ap o YOlume 612 8 7 n .p 7D I A-] 1 Rr•udA•nce W _3671 c bk feet _ A-1 Swlmmbij Pool l093 of Volum -3fi8 ab!c lcel 6CALE:1'=20' A5 I Pemous Gra88.10rrveway ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM INAVD 1880) I, _J^—'-----_—_— AwY UrFPIIV AiNiAwe'IX:F{ea'.F 1 Stornrgter Storage 01Nbtims ^-- ----'---I Al2 POLL BiuYC Aperuenl Stela Rrf V<1PPRYayy m°:„4tPv�xS�Ec°" Area R.W" Reg0ed Tee 2' Rtton,rrg� 5torago Drywall Oralnage 4rea Quantity P.,kl d rasArar:neraACNp ureR ISUrp CaoRuonl Ra1n1411 LrpM Drywall Deslen Sue I Iecr1 `-wPuv'ka�mi"Iall 1cr7) I OW-1 A-1 1168 100 19S I I I 8'-0'0a6'0- I 2S3 iru rw.srv.am.Ao uDDYWywJ- -AA-•28 _ - 2 - a60' - . �36e43 3 A 724 i. I 84.0A — _ o 7 A7 - _ 324 I00__ - 1 ,C:Eu7w�ir'a^ai:¢htiaof 3soC?tf a"{"e e 100 _ 540 I1 0 IUIIile Gavel CaPacilyl SCS StorageR uleed 14S2 1 a ITetal Stora aP—Med! 170f PERMEABLE PAVEMENT DETnit, Omaway Grart•I SI_V:6-M,n layer 314-•1'A,pU,Scans(n+0.40) Kimberly Eads,owner 631.317-0915 69C Plain Street,Sag Harbor,NY 11963 www.vltalhabitats.com CCE VEr I A U G 2 9 2025 Building Depardmentt Town of Soatahoid c; I jandy. c AV AV AV AV VS FtoPro 2.7 HP VARIABLF-SPEFD PUMP ivE , • MORE POSSIBILITIES , no% MORE POWER . f Y .w• 1 R vs ��oPro t VA RIABLE-SPEED PUMP t AV AV AV AV Built Small. Built Strong. Built JandyT. ADJUSTABLE BASE CONFIGURATIONS;--N'N With a 20%improvement in hydraulic performance',dual voltage capability,plus two auxiliary relays,the all new VS FloPro'" Base Fits Dimension Dimension delivers more possibilities than ever before. No Base Hayward°Super Pump", • Powerful Performance Pentair"SuperFlo", 7-3/4" 12-3/4" The improved VS FloPro 2.7HP now generates higher Sta-Rite"SuperMax" head pressure and flow rates to accommodate large Small Base Hayward Super II', pool and spa designs with features such as waterfalls, Jandy PIusHP and MaxHP Pumps 8-7/8 13-7/8" jets,in-floor cleaning and solar heating systems. Small Base Pentair WhisperFlo", • 115v/230v Dual Voltage Capability w/Spacers Sta-Rite Dyna-Glas'" 9-1/8" 14 1/8" The ability to operate with either 115v or 230v power Small Base Sta-Rite Max-E-Pro", sources provides installation flexibility and eliminates +Large Base Sta-Rite Dura-Gtas", expensive main power rewiring,making the VS FloPro Sta-Rite Dura-Gies II, 10-3/4" 15-3/4" 2.7HP the ideal aftermarket replacement pump. Sta-Rite Max-E-Glas" • Add i0PUMPO1 for instant Automation Two auxiliary relays can be used to control other pool equipment,such as booster pumps and salt chlorinators, for easier installation and operation.No need for tr _Uirp additional timectocks! 11 TAquaLink' CON-OL A tip aoH H.la, front Edge of Unbn • Lower Electricity Costs C~t.UrNn to Cwderofa.Il Hola Save over$1.1001 per year in energy costs! The variable-speed motor allows for dramatic energy savings and quieter operation. Max Union Rec. Carton Overall • Choose Your Own Controller Model No. THP WEF4 Voltage Watts Amps Size Pipe Sizes Weight Length Designed to work with the following Jandy control systems 7.3 230VAC 2,55aw 10.5 for complete programmability and customization VSFHP270DV2A 2.70 87 115VAC 1,84ow 16.0 2x2" 2"'-3" 531bs. 241/2" (controller sold separately): > Jandy Aqua Link"Automation Systems 1 > iQPUMP01 with iAquaLink°App Control VSFHP270MA Poform•na Craws > JEP-R Controller 100 3450 RPM • Additional Features gp > Adjustable base for seamless direct replacement 8o 3000 RPM ~ 115 VAC of a variety of other pumps in the aftermarket > Zero Clearance TEFC Motor for cool, s 6o 2750RPM quiet operation in tight spaces sp 2400 RPM > 2"x 2"unions included or utilize 2"internal threads 40 > Easy Controller Setup auto detects connection to an automation system or a traditional controller, 1730 RPM eliminating the need to adjust settings manually 20 > RS485 Quick Connect Port for faster 10 1200 RPM installation and maintenance 600RP�o M o > Dry Contact Relay Control o to 20 30 40 so 6n 70 so go 100 110 120 130 14o 150 1W Now Rw,erkNr P•r Mr.w JGPMt > Tool-free lid for easy debris removal 'HydraulicHoraepower of VSFHp270DV2A model cnaip2rad to VSFHP<'70AUT VSFHP270JEP mode',as > Ergonomic easy-transport handle easdre.d on system curve C at3450 RPM rased ar,a'2B,'JUn,gallon poolwi!h t"n Turnovers per day a!an energy cost of$0.195/kWh vs.comparable rgle spe,,d pumps;wm,n'e5ted in accordance w:.h the applicable requirements of 10 CFR 429, mall bale with spacers included with aU Floforo pumps,large base is optional part R0546400. -S.F-,ve.ghied 2nargy factor it kga!!u,Wh.WEF isa pe iu m m:r-'eased maVi:.ar r - D2rartmentpfBi .ylt,ch:.ra[ri e:he.n rgYfar(orm2n•-z of dedicated-purge: Jandy.COm 1 1.800.822.7933 U rartmert er[nerq 10 cFe Pa "zva ar t. (/�g�ij Lvays follow io al budoirgand safety odes for pipe s::rng and guidelines. O c Ali 2021 7otlnr pct 1 Syslr)ms U C All?iyht5 nserysd.ZODIAC"is a.Hg15tr,:etl tradetra-k of Tod ec international, 0 S A.S.IJ„used under license.AA other Raderf,arks are the properly of theii respective owners.'s`;38_SL ,moo.• Interoek an •�s ........... r r Cool byDesign .......... J Pro Series WaterColors Nicheless LED Lights with TM Y r TRADE SERIES Technology Cool byDesign The Jandy® Pro Series WaterColors Nicheless LED Lights with NEW HydroCoot'technology feature an innovative, energy-efficient design that runs cooler and lasts longer while providing unmatched illumination. New WYDro WNW Technology RUNS COOLER AND LASTS LONGER An innovative aluminum body, overmolded with thermally conductive plastic,transfers heat from the LEDs into the water ensuring that our Lights run cooler and last longer.* *Based on internal testing. ���" BUILT TO LAST Triple-material, unibody construction design prevents leaks and maximizes durability underwater. A MORE EVEN GLOW The diffuser lens provides better blending of colors for the clearest and most consistent lighting in its class. 44 -pill ti MADE TO MATCH ' Lights come standard in �C.F black with complimentary gray and white cosmetic trim 1 f ' ring covers to match a larger variety of pool surfaces. Half OPTIONAL ACCESSORIES Moon Quarter moon and half moon lens covers eliminate reflective shadows and halos on the pool floor and help keep bright light out of swimmers' eyes in shallow areas. Quarter Moon Technical Details INCLUDED ACCESSORIES Every light includes a construction Af cover, robust installation tool and white and gray cosmetic trim rings. Construction Installation White Cosmetic Gray Cosmetic Cover Tool Trim Ring Trim Ring SMALLER SIZE, MORE FLEXIBILITY Up to eight inches shorter than our -_- o° previous models, HydroCooC 7"lights are �^i°�:'a�:�;° +'"' only 41/2" (6W) or 5'/2" (12W and 24W) in New HydroCool Light Previous Models length to fit even the narrowest watts for ultimate design flexibility. MULTI-COLOR AND WHITE LIGHT OPTIONS Color options for use with all major automation systems. In addition to Daylight White (5000K), Warm White (2700K) lights provide incandescent- ■ W • ■ r . 6 Like lighting and meet Dark Sky Community requirements. ! Jandy P-Series H-Series S-Series Warm Daylight WaterColors White White WATTAGE SELECTOR GUIDE POOL FINISH ILLUMINATION DISTANCE RECOMMENDED POWER Color Lights■■■ White Lights ■■ iWattsl Up to 12 ft Up to 16 ft 6 Lig!}t 12- 20ft 16- 24ft 12 20 ft+ 24 ft+ 24 Up to 10 ft Up to 14 ft 6 Medium 10- 16 ft 14- 22 ft 12 16 ft+ 22 ft+ 24 Up to8ft Up to12ft 6 Dark 8 - 12ft 12-20ft 12 12 ft+ 20 ft+ 24 Visit Jandy.com for part numbers and full list of available models USA Jandy.com 1.800.822.7933 Canada Jandy.ca 1 1.888.647.4004 'G ':... .,:: .... ... :....: ..,•.:!..;.'L fi L.)rd �r;1U i.,•:dlnl-.a. -^.iE 1 an =>>'�► Pro Series Quiet , PowerfuL POOL AND SPA Performance BLO Er v:-V J ^a � '^` � �- ��� � �� •� tom. 'IQ < < v �r r mod. TTaa�� �41r Bbwer Available in six new models! IAV AV AV AV POOL AND SPA BLOWER POOL AND SPA '- eLOwer —� r, 1 Quieter Operation Built-In Check Valves Less equipment noise* Integrated valve for a more peaceful prevents water damage backyard experience to blower motor High Performance Easy Installation Industry-leading air Convenient bottom mount pressure creation with included wall bracket for powerful, UL lefTEe; invigorating bubbles 10%decibel reduction compared K57 to Jandy QT Blower e • �'TOOOR USE Model Horsepower Voltage Amps PSB110 1 HP 120 6.0 PSB115 1.5 HP 120 7.9 PSB120 2 HP 120 9.7 PSB210 1 HP 240 3.0 PSB215 1.5 HP 240 3.9 PSB220 2 HP 240 4.9 Performance Curves 160 HZ) Pressure H2O 130 Model Max Back Pressure (Inches of Water) 120 PSB110 110 PSB210 401, 100 IN 90 PSB115 50„ 80 PSB215 70 PSB120 60 PSB220 65" 50 40 30 20 10 0 Zodiac Pool Systems,Inc. 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 2620 Commerce Way,Vista,CA 92081 Air FLOW Rate (SCFM) 1.800.822.7933 1 www.zodiac.com ................................................................................................................. Zodiac Pool Systems Canada,Inc. 02017 Zodiac Pool Systems,Inc.SL6970 Rev A 0117 2115 South Service Road West,Unit#3,Oakville,ON L6L 5W2 ZODIAC®is a registered trademark of Zodiac International,S.A.S.U.,used under 1.888.647.4004 1 www.zodiac.com/en-ca/canada license.All other trademarks used herein are the property of their respective owners. ADDITIONAL FEATURES UNNuuunNlo �� niunnuuuunuur - irt�tnNINNNNItNuneo '++NNIINNNIIIINININIIIN Weld-free combustion Venturi-driven air and Reliable, Differentiated limit Corrosion-resistant chamber for optimal gas mix for enhanced balanced flow switches meet temperature sensors corrosion resistance, performance. and temperature applicable product for reliable operation. models available with I control with thermal safety standards. copper or cupronickel regulator valve. heat exchangers. INLET SIDE FRONT (Not Available on --- A ASME Models) -- -- •-- Versa Plumb' Sweep Elbow Inlet i • -- U *Optional Intel 24.9" 26.5" (63 cm) (6 7cm) = 186, (47 cm] 126 cm) — 5.6.. (14 cm) Outlet 156 cm] 5.1' -- — 21.6" NOTE:Dimensions are 113 cm1 (55 cm) identical on all heater models AVAILABLE IN THE FOLLOWING MODELS Model# Heat Thermal Vent Minimum Maximum Model# with VersFlo Firing Rate Gas Type Exchanger Efficiency Dim A Weight Diameter* GPM GPM JXi200N JXi200NK 200K BTU Natural Gas Copper 83% 34.5 117lbs. 6"(15 cm) 30 100 JXi260N JXi260NK 260K BTU Natural Gas Copper 84% 34.5 120 lbs. 7"118 cm) 30 100 JXi400N JXi400NK 399K BTU Natural Gas Copper 84% 34.5 126 lbs. 8"120 cm) 30 100 JXi400NN 399K BTU Natural Gas Cupronickel 83% 34.5 126 lbs. 8"(20 cm) 30 100 JXi200P JXi200PK 200K BTU Propane Copper 83% 34.5 117 lbs. 6"115 cm) 30 100 JXi260P JXi260PK 260K BTU Propane Copper 84% 34.5 120 lbs. 7"(18 cm) 30 100 JXi400P JXi400PK 399K BTU Propane Copper 84% 34.5 126 Lbs. 8"120 cm) 30 100 JXi400PN 399K BTU Propane Cupronickel 83% 34.5 126 lbs. 8"(20 cm) 30 100 JXiVFKIT JXiVFKITK JXi VersaFlo Accessory Kit t Not co,npattoievnthASW Certifiedheatrrs; ASME Certified M Heaters `I."nvadable.wrtl Heat Thermal Vent Minimum Maximum Model# Firing Rate Gas Type Exchanger Efficiency Dim A Weight Diameter* GPM GPM JXi260NC 260K BTU Natural Gas Copper 84% 31.6 163 lbs. 7"118 cm) 30 100 JXi260PC 260K BTU Propane Copper 84% 31.6 163 lbs. 7"(18 cm) 30 100 JXi400NC 400K BTU Natural Gas Copper 84% 31.6 168 tbs. 8"(20 cm) 30 100 JXi400PC 400K BTU Propane Copper 84% 31.6 168 tbs. 8"(20 cm) 30 100 'Minimum vent ptpe sire for Category I installations. 2 untfs per palfat.Trdde Series Eaelustve produO not ae,;6ruiu!, .;,r.,t pXe. �E5164 Jandy.com 1 1.800.822.7933 C'2020 Zodkrr,Poor Systems LLC.All rights reserved.ZODIAC is a registered trademark of Zoduac Intemational. o\_iEo cERnrlFo S.A.S.U..used under bcense.All other trademarks are tire property of their+espacuve owners.5878-SL andy AN ULTRA= COMPACT AND ENERGY- EFFICIENT GAS POOL HEATER NEW! ASME Certified Models Now Available .y Ax "'Hy# POOL & SPA HEATER THE TOTAL PACKAGE The JXi heater sets the standard in pool and spa heating technology with its ultra-compact size, lightweight design, and energy-efficiency options that save on electrical costs. Providing extreme installation flexibility, this high-efficiency, low-NOx heater is a top choice for pool professionals and pool owners everywhere and is available in both natural and propane gas models. ENERGY EFFICIENT 84% thermal efficiency rating and low-NOx design surpasses strict DOE Energy Efficiency requirement.` Select JXi with Versa Flo or add the optional Versa Flo Accessory Kit to reduce energy costs even more. Best Retrofit Option r Plumbing flexibility for quick Mastertemp" and Max-E-Therm" replacement that requires no plumbing adjustments. Heater Shown with , Optional Versa Flo r, Int egrated Bypass" Major competitor model* Ultra-Compact Flexible Lightweight Design Installation w Easy to store, transport, and Top can be easily removed for increased install, JXi'"easily fits on a accessibility and rotated 180 degrees so 2' x 2' pad and is 38% lighter you never need to rotate headers. Also with a 28% smaller footprint. includes a flip up electrical panel for convenient setup and service. 1.84%The;mdlE111CienCyapplies,026UK and 4UUKBl11ModelsiwithCopper Hat f.W.6nyers.2U.1KBIU AquaLJnk I c'AquaLink and all mudels.with Cuproiuclwl heat exchangers are 839t.see back page foi cnalplete model listing. COMPATIBLE BPI-------AV_AF_N Versa Plumb''-Ready ASME Certified Models Now Available` Installation in the Versa Plumb system* reduces JXi ' models are available with robust heat plumbing costs and increases energy efficiency, exchanger tubes and corrosion resistant bronze all using the smallest footprint available. headers to meet the high stresses of commercial sw+up elhoe"i!biAed it,Bli RI:nodt, installations. Noi,wad, ,.�sa ily!oIed Bypass iecluioioy V` �'•_•$� _ H SAVE EVEN MORE WITH OPTIONAL VERSAFLOTM INTEGRATED BYPASS* Here's How: >> The heater is typically only used 3.5% of average annual pump runtime, the other 96.5% of the time the heat exchanger can be bypassed. JXi with Versa Flo activates the built-in flow bypass valve based on call for heat to avoid running water through the heat exchanger when water does not need to be heated. When used with a variable-speed pump, JXi with Versa Flo requires considerably less electricity, thereby providing for significantly reduced electricity costs.** Versa Flo Integrated Bypass is available on select models or can be easily added to any JXi heater in the field.*** 5-YEAR HEAT EXCHANGER WARRANTY JXi heaters with Versa Flo factory installed receive an industry leading 5-Year standard warranty on the heat exchanger. I .tea -- i r; st l Bypass Mode Heat Mode AV AV AV AV Compact, Versatile, Powerful The Jandy®FloPro single-and two-speed pumps are 1C, designed with an innovative adjustable base,allowing for ��� simple installation on new construction,or quick and easy replacement of existing pumps.With the FloPro, minimal plumbing adjustments are required,thereby enabling cost effective pump replacement. > Medium-head, high-flow pump in an ultra A, o 0 compact body. Excellent choice for tight equipment areas. 8%" > Adjustable base options allow for easy replacement Bolt Roles,Center to Center Font Edpe of Pump to Center of Bolt Rohs of select Hayward", Pentair",Sta-Rite®,and Jandy pumps. p > Ergonomic cam-lock lid with easy Residential RoPro Pumps,DOE Compliant alignment indicators. Recommended Carton Overact Model No. THP WEF Voltage Amps Pipe Size weight Length IN > Equipped with 2" unions& 2" internal threads. FHPM.75 0.95 4.1/4.3 230/115 5.4/10.8 11/2-2" 40.6 tbs. 233/s" FHPM1.0 1.24 3.5 230/115 7.1/14.2 2-21/2" 41.2 tbs. Me" > Quiet operation. FHPM1.0-2 1.14 5.6 230 7.1/2.3 2-21h" 46.5 tbs. 241/4" • Easy to Use Residential FloPro Pumps,Not DOE Compliant" Recommended Carton Overall Innovative pump equipped with ergonomic cam-lock lid Model No. THP WEF Voltage Amps Pipe Size weight Length X for easy alignment and strainer basket cleaning,handle FHPM1.5 1.65 230/115 8.0/16 2-21/2" 42.6 tbs. 233/." brackets,and 2"pump unions. FHPM2.0 2.26 230/115 11.2/22.4 2-21/2" 54.6 tbs. 25%" FHPM2.5 2.60 230 11.5 21/2-3" 48.6 tbs. 24%" • Energy and Cost Efficient FHPM1.5-2 1.65 230 8.0/3.0 21/2-3" 48.01bs. 243/e" DOE compliant energy-efficient two-speed model FHPM2.0-2 2.22 230 11.2/3.5 21/2-3" 52.9 tbs 247b" 'Pumps not meeting DOE compliance standards will cease manufacturing on or before July 18,2021. provides uncompromising power to filter and Specifications are being provided for historical reference. recirculate pool and spa water while keeping costs down. • Easy to Install The included adjustable base,2"unions and 2" Tow Dynamicyn.mlc FloPro Series Pumps Pounce Per� 8q,2are Inch threaded ports enable easy drop-in replacement of (Feet ofWater) (P80 ,20 most existing pumps. FloPro makes it easy to replace popular pump models including Hayward"Super 110 35 Pump®or Pentair"WhisperFlo"and SuperFlo"pumps. 100 90 30 e0 p p 25 70 FHPM 2.5 Base Components Fits e0 xo Option 1 No base Hayward'Super Pump® Pentair* so required SuperFlo!Sta-Rite•SuperMax• 5 Option 2 Small base Hayward Super II" 40 FHPM.75 „s Jandy PlusHP and Max HP FHPM 2.0 Small base PentairWhisperFl0 :• 30 l.awspeed m Option with spacers Sta-Rite Dyna-GlasTM /tt[s<tt�us ` \ FHPM 2. FHPM PM 1.5 Sta-Rite Max-E-Proe � 1II�III FHPM 5 Option 4" Small base+ Sta-Rite Dura-Glas, 10 1.0 large base Sta-Rite Dura-Glas II, FHPM 1.0 Sta-Rite Max-E-Glass L-Speed FHPM 1.5,Law Speed 0 0 '*Optional:Part A R0546400 0 10 20 30 +0 50 te 70 e0 e0 100 110 120 130 140 150 150 170 1e0 1e0 200 210 220 230 2e0 250 Flow Rate,Gallons Per Minute Jandy.com 1 1.800.822.7933 (GPM) 40. 0 Intertek A V It R ua n ADVANCED AUTOMATION TECHNOLOGY These interfaces are the perfect companion to Zodiac's top-of-the-line Jandy Aqualink RS systems, w_ and enable total control of your backyard experience.Adjust pool and spa temperatures, turn on water features and tights, adjust sanitizer generation, and much more,with the touch of a button. AquaLink RS systems integrate premium design ingenuity, style, and ease of use for the ultimate pool/spa automation experience. AQUALINK RS SYSTEMS ALLOW YOU TO: • Control individual pool and spa equipment from the convenience of your home • Automate daily pool equipment functions,such as filtration, sanitation and cleaning • Protect your equipment from damage due to freezing • Manage up to 32 pool and spa features • Integrate pool and spa automation into most leading home automation systems t' ENERGY SMART PROGRAM AquaLink RS systems have built-in energy savings programs,allowing the system to automatically E adjust routines and schedules with the changing seasons to optimize energy savings and maximize efficiency. JANDYAQUALINK RS ONE TOUCH TM • • One Touch features macros for an easy"set-it and forget-it"experience • Customize your entire system to bring your backyard to life 0• • The small panel,which is the size of a double light switch,can be flush or surface-mounted to fit with any room decor. Additional bezel colors available • JANDYAQUALINK RS ALL BUTTON • Brings the convenience of pool and spa control into your home • Simple to operate,attractively styled,and easily installs indoors • Custom labeled buttons to match your system and backyard environment P� AQUALINK WIRELESS HANDHELD REMOTE CONTROL • Complete system control with a wireless, handheld remote • • Uses inexpensive,long-lasting,AA batteries. No charger needed • Tough,water-resistant, soft-grip housing. Perfect for worry-free control in or around the pool or spa • Back-lit display for easy reading -even at night iAquaLink AQUALINK RS SPA SIDE CONTROLLERS >i spa ® Convenient spa-side controls for system control from inside the spa AQ���`n 1 1� FN-TER pump tF` ^�All �, ... - • • 1 T 00 cA uaL inkM SMART DEVICE. SMART POOL. SMART YOU. FOOL SP HEAT HE INTELLIGENT POOL CONTROL FROM YOUR SMART PHONE, TABLET OR WEB-CONNECTED DEVICE may iAquaLink allows you to control your pool anytime, anywhere. Using our free apps for your smart phone, tablet,or web-connected device,you can control all the elements of our pool or pool/spa a system, even when you're on the o. Y P P P Y Y 9 -- <> iAQUALINK IS EASY & CONVENIENT i On the golf course or on the go,control your pool anytime, anywhere with iAquaLink. • Most intuitive and user-friendly mobile pool controller ever "" • iAquaLink can be used alone,or combined with the complete line of wall-mounted or wireless Aqua Link RS interfaces(Shown on opposite page) • User accounts can be created in minutes, used immediately,and the ` service is free • Control multiple pools from a single user account POWERFUL & VERSATILE • Upgrades available for virtually any AquaLink,Jandy` or Zodiac",controller ever made • No unsightly wires,wall panels,or charging bases required • Compatible with most residential WiFi and Ethernet networks • Easy,hassle free online registration • Professional installation required BROAD PLATFORM SUPPORT: NO POOL CONTROL SYSTEM .. ' OFFERS GREATER COMPATIBILITY WITH MORE MOBILE PLATFORMS THAN iAQUALINK. • Free apps for Apple" and Android' smartphones and tablets • Mobile web app delivers a true mobile-optimized app experience to virtually any smart device with an HTML5 capable web browser. . 135 ewnvnio.or ow G�xxalc{play 1 Avadable on the App Store pool PartY ma 80°F Evening pa 8pP 7g°F Itures �sF Eco Mode , res POOL A HEAD erature ® Spa Temp !# ON . ON 6LL RELAX. . . And enjoy an easy way of life with AquaLink RS Controls L iAQUALINK"' & AQUALINK RS COMPLETE CONTROL Monitor and adjust all equipment controlled by the AquaLink system. • Pool Temperature • Light Dimmers • Booster Pump • Spa Temperature • Pool Cleaner • Irrigation & Sprinkler Systems • Waterfalls • LED Color& White Lights • Fountains • Spillovers • Landscape Lights • Dehumifiers& Chillers • Laminar Jets Filter Pump • And Much More OPTIONS • Pure Link 'salt-water sanitizer integration • Chemical automation to automate pH balance and sanitizer levels • Home automation interface to seamlessly integrate with most home automation systems Zodiac Pool Systems,Inc, eTI�IITeo 2620 Commerce Way,Vista,CA 92081 c0%.. CONFORMS TO UL STD 1563 1,800,822.7933 1 www.ZodiacPootSystems.com Intertek CERTIFIED TO .......................................................................................I................................................ CAN/CSA C22.2 NO.218.1 Zodiac Pool Systems Canada,Inc. / / Not all models 2115 South Service Road West,Unit#3,Oakville,ON L6L 5W2 ( C are available 1.888.647.4004 1 www.Zodiac PoolSystems.ca ` with CE certification r I I TWO-SPEEDAV AV AV AV FLOPRO PUMPS t Jandy,, __ 2-7>41> COMPACT, VERSATILE , POWERFUL - � h -plf ! 1. SINGLE-AND TWO-SPEED PUMPS an Pro Series byZODIAC® CrystaL Clear CLarity 1 a f .R'm. r. r F AV AV AV AV W' CV/CL SERIES Cartridge Filters <__ J4 P1 Series CV-M 5Ef IE5 CARTRIDGE FILTER L Jandy Pro Series CV & CL Cartridge Filters The CV and CL Cartridge Filters set the benchmark in cartridge O filtration. Loaded with user-friendly features,Jandy Pro Series Cartridge Filters optimize surface area and help provide clean, CL Filter CV Filter sparkling water.They are constructed of durable and corrosion- resistant materials for maximum durability and are available in UNNAM 340, 460 and 580 square foot models. CV/CL Filter Head Loss Curves The included Sweep Elbow and unions allow the filter to 28 26 easily connect to nearly all Jandy Pro Series products 24 1 1 1 1 1 1 1 112 22 2"x 21/2" Universal Unions and easy grip handles make 18 10 installation and cleaning easy Design 16 8 Design Head 14 Pressure Extra large 2"drain port allows for easy cleaning in head) 12 6 P:n Unique pressure gauge features clean/dirty indicator 610 a that can be customized, making it easy to assess filter 4 2 -CL340 CV34o cartridge condition 2 —CL 9 0 o cLsso4860 cv5ao 0 30 60 90 120 150 Flow Rete(gpm) A Specifications and Dimensions,CL dr CV Series Filters Model Number CL340 CLi60 CL580 CV340 CV460 CV580 Filter Area 340 ft' 460 ft2 580 ft' 340 ft' 460 ft' 580 ft' Design Flow Rate .37 gpm/ft' .33 gpm/ft' .26 gpm/ft' .37 gpm/ft' .33 gpm/ft' .26 gpm/ft' Maximum Flow 127 gpm 150 gpm 150 gpm 127 gpm 150 gpm 150 gpm Six Hour Capacity 45,720 gallons 54,000 gallons 54,000 gallons 45,720 gallons 54.000 gallons 54,000 gallons Eight Hour Capacity 60,960 gallons 72,000 gallons 72,000 gallons 60,960 gallons 72.000 gallons 72,000 gallons Maximum Working Pressure 50 psi 50 psi 50 psi 50 psi 50 psi 50 psi Cartridges Required 4185ft2 each) 4(115ft'each) 4 1145112 each] 4(85ft'each) 4(115ft'each) 4(145ft'each) Shipping Weight 93 lbs. 95 lbs. 101 lbs. 106 lbs. 106 lbs. 112 lbs. Heightl"A") 41inches 41inches 47inches 41inches 41inches 47inches Footprint 25"dia.circle 25"dia.circle 25"dia.circle 25"dia.circle 25"dia.circle 25"dia.circle Distance Between Inlet and Outlet 8" 8" 8" Not Applicable Not Applicable Not Applicable Zodiac Pool Systems,Inc. Zodiac Pool Systems Canada,Inc. 2620 Commerce Way,Vista,CA 92081 2115 South Service Road West,Unit#i3,Oakville,ON L6L 5W2 1.800.822.7933 1 www.ZodiacPootSystems.com i 1.888.647.4004 1 www.ZodiacPoolSystems.ca ZODIAC®FAMILY OF BRANDS I Heritage of Excellence 02016 Zodiac Pool Systems,Inc.ZODIAC®is a registered trademark of Zodiac International,S.A.S.U.,used under license.S16257 Rev B 0316 an <- 7 Pro Series Uy'ZODIAG�RQURpure , 7� r e+• �.. ♦ •yi i WATER PURIFICATION 01 wit It Create a - � Saltwater Oasis t, 00 t ♦ NOW...a y-4- a ZODIAC F AV AV AV AV ADUAPURE Water Purification System rr� Jandy Pro Series 2"x 21/2" anJ"� universal unions Ruthenium coated Digital salinity reading titanium electrodes for t Flow,temperature, long-term reliability and status readings RQUIRIPure" Exclusive sensor technology WATER PURIFICATION Heavy duty construction Installs horizontally or �1111 vertically,in-line or as a THE HEAVY-DUTY 900elbow T AquaPure STANDARD FOR MAXIMUM Heavy-duty,powder- 'IT PERFORMANCE ,64 ' er coated steel enclosure Easily integrates with AquaLink and iAquaLink" AquaPure salt-water chlorine sanitizing systems Automation Systems use salt-water to deliver high-performance water sanitation with uncompromised performance, reliability, and hydraulic efficiency. SPECIFICATIONS Robust Features Model PLC700 PLC1400 • Automatic self-cleaning feature,which ensures Pool Size* Up to 12,000 Gallons Up to40,000Gallons consistent operation and extends the life of the cell. input 120 VAC,50/60 Hz,1.5 AMPS 120 VAC,50/60 Hz,2.5 AMPS 240 VAC,50/60 Hz,0.75 AMPS 240 VAC,50/60 Hz,1.25 AMPS • Professional-grade,ruthenium coated titanium Output 22-30 VDC @ 3 AMPS maximum 22-30 VDC @ 6 AMPS maximum electrodes for long-term reliability. Chlorine 0.6251b./24 Hr.1283 gm/24 Hr.) 1.251b./24 Hr.(567 9m/24 Hr.) • Exclusive Tri-Sensor technology—reliable electronic ecommeFlow Rate n a 20-120 GPM 20-120 GPM water flow detection to ensure maximum performance, *Pool sizes are generalizations and may vary with environmental even at very low flow rates(to take advantage of the conditions.Pools with greater exposure to sunlight may require greater benefits of VS pumps). chlorine production capacity. • Digital salinity read-out for accurate salt level indication , • Flow,temperature,and status readings provide instant feedback on the current operation. Exceptional Hydraulic Efficiency 6.00 N Easy Integration • Seamless communication with AquaLink®Control 5.0o Leading systems,enabling easy monitoring of salt levels and Competitor convenient, precise sanitizer output settings. 0 4.00 40k • When combined with PureLink'"power centers, AquaLink and AquaPure work together for the ultimate = 3.0o Leading in pool sanitizing and remote operation convenience. �, Competitor ILL2.00 15k 1.00 '470 1400 Zodiac Pool Systems,Inc. 0 2620 Commerce Way,Vista,CA 92081 0.00 1.800.822.7933 1 www.ZodiacPoo[Systems.com 0.00 20.0 40.0 60.0 80.0 100.0 120.0 ........................................................................................................... Flow(gpm) Zodiac Pool Systems Canada,Inc. Lower head loss=more efficient 2115 South Service Road West,Unit#3,Oakville,ON L6L 5W2 1.888.647.4004 1 www.ZodiacPoolSystems.ca 02014 Zodiac Pool Systems,Inc.SL6605 Rev B 0414 � � � ZODIAC" NSF ZODIAC®is a registered trademark of Zodiac International,S.A.S.U.,used under license. Alt other trademarks used herein are the property of their respective owners. an - >-7 Pro Series >> ti eR- M m r ZIP t Automate and control your backyard experience with the most user-friendly, innovative pool control systems. e� \ ■ + © � \ - , `� tR``,a •� '' •"� .i *� "'`M..t i.�."C P .*�ir�'�e.. + r s;..•rr i J � � �,,. � r, + /�d''• :Y _ '"'r �`�,R.' ' ` y�r `r�r��C 'i J��"_:T 'tS�Lr�P'.g• ,"�� j `4 3• J� ��•y� .�.r r „1t� `t.r ; •, \. } ;ate � .n� a• t ��}: .�` �� � � :'e+.�,�y�`'w�.M 1�+� P_ act��.�. `t *r_'� t �.,� �r'±� � ��� � �'V 2 •4A%A .. OW ��F .• w�Y�� t a_C 4. � i� 1 ,. 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Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. �J BuildingInspector: - F E B 8 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an - - Owner's Authorization form(Page 2)shall be completed. Date:1/12/24 OWNER(S)OF PROPERTY: Name:Peconic River LLC SCTM#1000-81-1-18.1 Project Address:450 Basin Road Southold NY 11971 Phone#:917 214-7417 F-prestandreaft Lcorn Mailing Address: 90 Z,,.rq C--M—c V6- CONTACT PERSON: Name:Jaclyn Fagereng- Agent Mailing Address:620 Ostrander Ave Riverhead NY 11901 Phone#:6319037833 Email Jackie@vitalhabltats.com DESIGN PROFESSIONAL INFORMATION: Name Kathryn Fee rAIA Mailing Address:PO Box 1733 Sag Harbor NY 11963 Phone#:631-377-0316 Email kathryn@kathrynfee-architect.com CONTRACTOR INFORMATION: Name:Vital Habitats,_ Inc. Mailing Address:PO Box 2510 Sag Harbor NY 11963 Phone#:631-377-0915 Email:Kimberiv@vitalhzabitats.com DESCRIPTION OF PROPOSED CONSTRUCTION ew Structure ❑Addition ©Alteration EI Repair �'Demolition Estimated Cost of Project: Other DN4 Aca `a odd Will the lot be re-graded? C Yes ❑No Will excess fill be removed from premises? 9Yes ❑No 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes E]No IF YES, PROVIDE A COPY. El Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Subm!tt!d�y(�!!nt name):Jaclyn Fagereng IlAuthorized Agent 00wner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTYOF �AffL-ffi=, Ja da caarmq being duly sworn,deposes and says that(s)he is the applicant (Name of inAidual Signirig contM6)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this dayof dmyalm 20_a�_ IN�SSANUHA 5 HELL—INGER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 SC6446541 Qualified in Suffolk County PROPERTY OWNER AUTHORIZATIO 14 Commission Expim January 2 2027 (Where the applicant is not the owner) Peconic River LLC residing at 450 Basin Road Southold NY 1197"do hereby authorize Jaclyn Fagereng to apply on my behalf to the Town of Southold Building Department for approval as described herein. .11116 1 Lz Owner's Signature Date Print Owner's Name 2 � Zl�_ YI'> - w9$a Yiy .i•°�°i`f o0` e1.`»`oY.i. v_ r a a"> �> a Y-•-i��` .-. i -'. � i '° a'" a 3^�^ � IY'''. 1 a •: f�.",rc - °° b < _ '.;i,� a;> °°° i3,�a,� _: �o�+1Y�p = a,°°�o 3°o°�r••. Ali '��`�, _"11l' �<'.'� , o rr�-;'�-"' '`r' =�� ;ram'=Z.' ^` -•.1 yam• � '.,���� .a.t' v��"..�, �e 'G: •m— '���eh;rr Irr4lr,r�rt�..,ryr.rryrr,14r�r�yhrn�.•C:7u91!%NYlV•'L`::•Cat!'C']�,k vruryn^�.„,Rri..,n•V^:!�s•.'•Y•r;m r,an�r�r.idrn, e �'e nn,mmrr =P li, , �� ...'.o:��'�.^ -- a•-',":•.0'1`).v::44t n m.aY. t::r g4.r^y.;n lynr^�'^,y..Qr4fr.r mq.r]anr1.9YQt•v .RV_�r x w, BOARD OF SOUTHOLD TOWN TRUSTEES f> SOUTHOLD,NEW YORK }..•9�SB/ �; £ire,` 'i PERMIT NO.9930 ° 3 DATE: JUNE 16,2021 s< ISSUED TO: PECONIC RIVER,LLC s I PROPERTY ADDRESS: 450 BASIN ROAD,SOUTHOLD o� SCTM#1000-81-1-18.1 " AUTHORIZATION ' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and R'_ accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 16,2021, and in t consideration of application fee in the sum of$250.00 paid by Peconic River. LLC and subject to the Termscm 1 '•;- and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the >a a following: ` ag Wetland Permit demolish existing two-story,2,300 sf,FEMA-noncompliant,single-family dwelling with { 460 sf attached deck and 761 sf detached garage;and construct at least+17 feet farther landward a new 'e I►t. one to two-story,3,200 sf,FEMA-compliant,single-family dwelling with 106 sf entry porch,945 sf ? attached deck,850 sf attached garage,850 sf swimming pool(equipped with saltwater filtration system), 580 sf structurally detached deck,and 7'x 46'uncovered basement egress;install pool enclosure fencing ' =° ,I a 9 with gates; remove existing nonconforming septic system located+/-42'from bulkhead,and install new ti `• I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to .`3 . 1 collect and recharge roof runoff and pool backwash;install new pervious gravel driveway and parking ao ` areas; remove specified trees located no closer than+/--69 feet from bulkhead;and establish and t< perpetually maintain a 27'to 39'wide,approximately 5,959 sf buffer area adjacent to bulkhead, p z including existing 4,259 sf naturally vegetated embankment and additional 10'wide,t1,700 sf non-turf v buffer to be established in place of existing lawn along top of bank;with the condition of the use of stainless steel hardware on the detached portion of the deck;all as depicted on the site plan prepared by }fie •. 1, Kevin O'Sullivan&Assoc.,LLC,last dated June 4,2021 and stamped approved on June 16,2021. a$" '�`°•" IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these - ,5i presents to be subscribed by a majority of the said Board as of the 16th day of June,2021. �6 (;,<I �-7/r- .�,`Cf"t�'�-•jai- � �_�f• ,�. - o�o ea cop ° ; n n r:NF?"r.,.u1..rnr,. v:13•�.uufi:,.�J.,:rL.7..hv:7`v: mi.M1 urvN•i;r,rr>r.,,en`..•f.•nsu:..prir�..xrr.ihivir:h•N•:,;vubiiiP:551MNo,fQ4•.SM1�vv.•ANrvn?NwLrr,hi.uRt i d5ai0:rR�.,n,Firr.. n,i r nr,r rid•irw '5:: '4Ci' 2.M, P `-�� •;k 1%' - � •i e• . . % g < r ti e w •t!:°aYi ��:' %a: 4a�� �0�IC ::e��'—.. .•�j I �;., ..��p1 �s1;°.•"'•=_—"'_ ,l�apY 1,�:a _•—'."."✓r��Q� 14.4�;.. �1,?o.... � a°.°v�..%• va,a.,, x•. .�,t,°,••,�• ..44.!_S� r��seaZ�pE�?._..,'':� Vic., i <°• BUILDING INFORMATION: Adbress: 150 Basin Road SOIITHOLD BAY Private ' Southold NY 11B]f No573D'E46.gT a�'�� m � Residence _ T.M ID. 100081-1.18.1 Map s62-4 EBB.es PECONIC RIVER,LLC, 2mbg dsVid: RAO S88'159s'W ra _ 450 Basin Rd Lot Ago: 32,665 sf.(0.)5 cars) '" 1 I I J Southold NY 11971 Op Lot Celetaoe Caloub0ore: ` 1be.xmnMwn i �f Ix 1. I i I Aaamssr: Alf.-W.lnl Coverage: 6.533 sf(20%of Lot Woe) 1 1 `I j ! j I c•�°`, xe,.,nsmArA - I i i xxOrtronsmur �� y,�'V`¢® Mafnlfatse: 2,3DD sf.: talnuxv,wenmurua /i 70 �� ~� f rs.TM.l.w a mtarams Garage: 761 d.z +I YG Deck: 460 d.x I,,��9q{ EaisGlg Total Lot Ca'rerags 3.5210. lob% `�ArjY{ _ _- '•``r,o'-'s„f PROPOSED: � -ZZ, Main Hausa: 3.2W If. _ y •'S/ l * j}� mJ T��--'l . A deed Ga 850 It. c oaA S v'i•-.-a"� j l rx __ g gSBs l Ik\\ ntmle,uxutalcovic EntryP& 145 sf. d. ✓'*' s t $j1 Rw¢ors>osysu � � ' v� 6 � i , `Iwmow n.•>�.�a..,c b NodADedt(BBD): SIN)d. SWNng Pad: B50 d. 9 * I M.+yes�m Ism S A FS� t m a'^.+a%rooa New m Total Lot Cwtnage: 8.5310-18.09% •��� o ; & �i xo —1 T £' u ` ;s � _ Ip MowaNe GFA: WA Proposed BuOdng GFW _� ,'SC. �'.r•O'1'�'•-- _... _ I � •d isl Fbor: 2nd Fbor. 1�II dd. ToW BuNdInO GFW 4,437 a,. •`�'" ` .�§ ;�.a* ' 1* xD,Ea: ouw oamsmi area To:. I oLvwl,..x e. (;i):; ;p::• -�_j 71am.m. t- , b'!)iJiJ�A^.'i i •, _�J Xoa - i :: I Fu ]-P�twloA2D uNOSUAVE�Tw4Rle - .. ` "1-. - imq,brmlAm'r4__ __JLIL'_ IeAr6tnYwo✓antt I .__._. ___.-_ _ ___ -------- / 1 sAM]N,rsratTttrFaaaA,«al: p�ta;l - 1 '� e bus: b�me 10 FAola raoFr a1s� 1 1 tl Z v rnmu I ,, k rvoxurFaA�� , FTalasr __- ti Ed: Fla alisse..slw w++� q rFa,se .r I ° r — — Xm Y ------ x;�*--I. - -- '' *\-------Y_`____--''e�K�-�mr__-.°r'Ye� �a_ DATE Qle 14211at OLD Id: Mn � I � 1 " _ 7 •`� JJJ ]elmuw �'� L__ J L___J ____J LJ I- r__ - r___, ____,r___, \ 1 �-�Fir� F_ri f1r� IIEST HOLE DATA 574,29}J, /` / v�s`.a+crosn "_.__. E `J / L•-V`��`._J -!/�J D ACddng EMosure 06.00.2021 ELt].O DIIBRONM SANDY LOAM IMLI `wtl"�.,,. �• ik` � -JOba a.nM DALOAMY SANDB py� 11+1 I', REVISIONS: -BROWN MEDIUM SAND DATE:ApN 22.2021 AND GRAVEL(W)(Sp(GRAVEL D AND ��_ E m �' yI QrSa Fau9 ' / SCALE:Aa Nofed DRAWNG TIRF' EL•1.8 15A' R.v+y, e...,.,au \ O / Proposed Sib Ran -WATER SANDSGRAVEL ISPJ q. �, �OQ 1II I]S�• O DRAWING NUMBER: EN C NTSGRGUNUWATERCOUN]EREO 1&4' fAL1DE L-001 TESTHofE6Y /1 PrDDosed Sfte Plan �'^'+.1,,, m a° KWOYCHUK LS Glenn Goldsmith,President ®F so��� Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski3 Southold,New York 11971 Liz Gillooly Cn a= Elizabeth Peeples Telephone(631) 765 1892 a Fax(631) 765-6641 BOARD OF TOWN TRUSTEES June 16, 2022 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD, SOUTHOLD SCTM#: 1000-81-1-18.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 15, 2022. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9930 for the landward relocation and reduction in size of the approved dwelling and swimming pool, specifically to demolish existing two-story, 2,300 sf, FEMA-noncompliant, single-family dwelling with 460 sf attached deck and 761 sf detached garage, and construct at least+27 feet farther landward a new 1 to 2-story, 2,350 sf, FEMA- compliant, single-family dwelling with 16 sf and 17 sf entry porches, 1,402 sf attached pool deck with 4.7'x 14'steps and associated retaining walls, 681 sf swimming pool (equipped with saltwater filtration system), and 669 sf attached north deck; remove existing nonconforming septic system located +42'from bulkhead, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway and parking areas; remove specified trees located no closer than +69 feet from bulkhead; and establish a 27'to 39'wide, approximately 5,959 sf buffer area adjacent to bulkhead, Including existing 4,259 sf naturally vegetated embankment and additional 10' wide, +1,700 sf non-turf buffer in place of existing lawn along top of bank; and as depicted on the site plan prepared by Kevin O'Sullivan &Assoc., LLC, last dated June 10, 2022 and stamped approved on June 15, 2022. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. BUILDING INFORMATION: ## AT 0 SOUTHOLDBAY Private Adarosa S Basin Road pp N 88'ST30'E 48.9T S`'� ��+`"° - SouOwia,NY 11977 8� y'Cb � Residency Tax MaplD: 100081.1-18.1 +J ~r . 90g _. ► 8Y4"Sir 450 Basin Read Zoning Disirlct R-80 y> C Soulbold,NY 11971 SB8-1504-W .. .. - S LolArea: 32,665 at.(0.75 saes) - Lot C veraae Cakulaeons: wawco:e>mmwmE.Axnv - 1 Main Movable lal Coverage: 6,533 s1(20%of latAreaJ B16R°""�1nOup1°°4a1O1a - �' 7 % x �nxe Meenxn,aua,vaRArtauwx axamw®A,.,o„rwa.,a.E - T .. P x�wrroaewax aaEE.,a.e aea,a.aa.E,.a E STWG: orrmlaw uwxux,w.mw q sA� Telataasa uc G,,ge usa: 2,T60 sfi mroEawnrwwv,.w,w 6"'4+R.ra,.y ea,�lAmo Garzge: 4Msf. a6o3 Dena: st: Ezisbng Total Lot Cmmge: 3,521 s1.im 10.6% PROPOSED: r 7�.. ! Main Nouse: 2,350sf. I yyy I Pool Dedc 1.402 s6 a5 Y x c !! sTAuc,uu4exmrvA. Noah Deek(88O) 669s1 _ \y'�j` ` Y� eP wes oemsmm uwx K rd .'>� �� ms oa �E .• o ,: 83sf.S—an � Swimming Pad: 681 at. New Total lal Coverage: 5,135 afe15.T% �• s y xx^^xx o.„r' ', � + + b �5 °'TM^•+prm AH.-bie GFA: WA o'°°�f Qnm vxAjg9 ` k3gk LLf'y -� Proposed B.Ildkg GF ;� g S ✓s!'n-,___.•P1„- _Y'_-- C.'I 1 lFba,,. A: ar: 2,360 at. _- 2rvlRoor: 1�Se sfsf. ,ono,.,-,n1 • I I ;j�fi 1 ._--__- -___-_ ernga,aroa iosmL ,c Total BuOQ,g GFA 3,606 at. .,v'{ 1 I •5 , , � �_l/ j y APDROVE�DBY eoeavn .� wogs: f ,a•y � BOAR OFg STEES aneRsAaoNrise�,maxauo.Nxs vaovmR,wmoromaxaswwvmeEwseawrcwvnAc,xwnox =Loop zo n - x 9OU �/_ -_ E(EL 21). XL -_---- g awMmo—eR ow __---_ --- -_____ _______ ___-_- -_-___ -_______ � ____ _______ _ I___�_^_p"_^"__'.T_ 7OKE X °^ma e l aw en slmve\•enAma.,aso:, X,oll.�aoe.em - sAwm.axswarT,4effoawDow, ax.-. _ a.mm _ I mva ,v C. � we'd•-em a o..� a � TarA.xaarnoTasama�n4 s ,: ------- ------------- - ------- ' LFifim.aw6a,eREo:>oti1' _ - - - w ,P ' /� x //�J/�/// / W,x `•1�1� S`---f—�"�,,,,eaa�.ad�o .. i I a. ``'_1/�3¢'` /////. //// / _ eaow�vE m1.v� a-,-i,o• f�_n"°.°..e`�m�m"°�`"'°.a<soa I a•r.v. e- i, ¢.ee apeam I - f �--- - Qfo• a w ET.¢.m 'n i noaoaaow..av / •_=-\�,� `I __ pro+ I - /•' I`' - -- ---.__---------- mW LJG - -- _ ?onEum. X Toes TEST HOLE DATA I1 II ELt]A'd•mm 00 AROMSANDYLOAM(ML) \\ _ / ,j Raaedgn 05.092022 0.4�ROWN LOAMYSANDB \ N \ / ,\ GRAVELISM) oo..,,,, \ T •, REVISIONS: 241ROWNMEDIUMBAND '�".. cr• uro /x✓P DATE June 10.2022 6.AND GRAVEL(SP) •yam-o�.so _-- e.[o w / ,\ P.yaoo. -MEDIUM SAND AND A' + AVER Q—wATT� 1 WA \. SCALE:As Nona DRAWINGTRIE: -WATER SAND B GRA1,EL(SP) Proposed Sib Plan, \ 2 17.0' - ry/r f2d.4P DRAWING NUMBER: COMMENTB:GROUNDWATERENCOUNTERED \ \ JlB= O AMW BELOW GRAOE .f Pro osed Rife PlRn "'o, \ uawE� ¢° -001 TESTNOLEBY: 1 Scale:t'=1V KWOYCNUK LS ..iA w Glenn Goldsmith,President ®F S101 Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 a+ �✓ P.O.Box 1179 Eric Sepenoski AL ZL Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples y0� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 20, 2023 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 460 BASIN ROAD, SOUTHOLD SCTM# 1000-81-1-18.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 19, 2023: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit#9930, as issued on June 16, 2021. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Since ply, Glenn Goldsmith President, Board of Trustees GG:dd Glenn Goldsmith,President QF Sol Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly -_ G � Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 coU(1i�9,� BOARD OF TOWN TRUSTEES April 20, 2023 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD, SOUTHOLD SCTM#: 1000-81-1-18.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their. Regular Meeting held on Wednesday, April 19, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9930 for the installation of a half-bathroom in the 5.3'x1'7.4' enclosed pool equipment structure, with attached 8.I'x17.4' pergola, located atop the 1,402sq.ft. attached pool deck; and for a 11.4'x26' pergola located atop the 669sq.ft. attached north deck; and as depicted on the site plan prepared by Grant Card, R.A., last dated March 15, 2023, and stamped approved on April 19, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG/dd BUILDING INFORMATION: AT SOUTHOLD BAV APPROVED BY Private Address: 450 Basin Road 6Ap p BOARD OF IP,USTEES Sddhdd NY 11971 N 88'ST30'E 462T M�E $OUTHOID uao3s Residence . ..TeX Map ID: 1000-61-1-18.1 582'QI'S6• d50 Basin RoadZanieg Disldeb R-BO S 88'15TM'W °+ SoNhoid,NY 11971 LolA : 32.665 of.(0.75 arras) 82 T Lol Coveraae CdaiaOons: ..,...,e.n "': wec s,sav .::fmrwmmmm .. asassl s7 le 6533 of 20%ot Lat Area °mruaOap°'su61O10 " �' .p Yvfcr:TA ARowab Lot co+e,aRa I ) .nrssw,evwrr<ca.,meux :: .....:.. .. ...: .. ...: ... .... Ate- ANamwx LTmssNa.rvv - _ .e _. 6 "� ,{ eerroneuwr E%ISTING: Rnmmslrsuuwmnruv woamnuwr,.Now.mw �Y. _ i :,Pd 2 7 Main House: 2.300 of. Twaye yrmeanmaAa� - Garage: 761 of. was 3 I.. Detl¢: 460 0.i +,3 ' x•RYEra0. a / Eaislhg Total Ld Coverage: 3,527 sLSo 10.BV. PROPOSED; MainH - 2,350 of. - -' - Pod Dark: 1.402 of. X Fao woE u .� u7' 1� TzacroaALsx Nonh Deck(BBO) 669 of. "+ $ PurEim .IIIII x E.Uy PoocI% 330. v`7 TI w—in Pool: 681 of. wmPa,.9 f •� �_� Feura Negbn'. cviaeosv New Total Lnt Coverage: 5,135 of•15.7% f� om�mwa eaeeraN+'w Fm .-. ._-'. a (SIf eL 112 Moveable GFA: N/A fens P'a•u�0 ' F - .,e S �' A u"�IS PropI of Foo,. GFA: .g 15l Floor. 2,350 sf, �zA z 2ntl Flocr. 1,256 sL wmxw _ \ Total Bugling GFA: 3,606s1. ,ona,nnar i I I ��__.�-�� Frumrum ewi� 1eL1unA i .. - y I wl.aup Zit..i i�a o-.X ,.snrarunsysTEv,.urnwattxa sEE faorosm sfrncDfvcNFuhar ROOD ZON ,� pnANoao"wacwsw maeooaneuncTms BOUNDARY I 1 Xz ONE\E(EL 21) xo.. +a asr If Ix sunvEYaxf.r,nmeY: ------ --- ----ED0N ------ --- ----- -.. .. Y MATER -- rr'... F---------' ---- " NENrgn,uwovCNUK UNasurrvEnnyfLLc X,a I TER—WA _ _TEn--xArfn=nA1En - EF— ffA— �' -- --------- ZONE w_ _h. =_ E.' SAMTMYeY5TE1 wTORNATpN� �, y �� __ --- Eae eyem _ .p �� _ � Freer Pmrn s- , . •. I I ,.• j _ na4.aw<ea o.na,.oeewes I L— I ,cs ---------------- � _-- R--_-- -- X... oaENAH oss,wc,NEEe crew N,3 roeeREnwEo gg Ewa R X TEST HOLE DATA SI �' sow.FE •I 1 1 ¢'\ % Redesign 05.092012 wie.fEat e�..''+•�.,, a7aZ3.E - ; i\\ 3 I� E1,17A'g2p30 0.0' T•p 'N•-a„ �...__ 1 _ \ r \7 ,.C$ Am Pool bath to o3.,s.z02J -BROVM SANDY LOAM(MIL) Pod E9oipment REVISIONS: 0.4�ROWN LOAMY SAND6 ................. 2�RAVEL I$M) `:-_ `__- u\E cam' \ BROVM MEDIUM SANG '`\``- �'/ N,P °'emsM DATE:March 15,2023 E. DGRAVEL ISP) LLG F1ec EtEe wAT PICw� \� if�a9aarop� -MEDIUM SANDD Cam\ -ATER SCALE AS Notetl AN GRAVEL IV) ` DRAWING TITLE: Proposed SRe PUn -WATERSIINDBGRAVEL(SP) ♦,� \ 1 _ + �O 17.0' �9gjNRO \ \\ -17B,g8. c.....,._,I y2 DRAWING NUMBER: COMMENTS:GROUNOWATERENCOUNTERED \ 1 878z O L-0�� AT 15.4'BELOW GRADE proposed Site Plan gory , I \ PeaE.a, K r TESTHOLE BV: I Sale:1-=10 INOYCHUK LS i 1 :• , l Glenn Goldsmith,President �Q����� Town Hall Annex � A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Elizabeth Peeples Q Telephone(631) 765-1892 Fax(631)765-6641 �YNTI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD i s s January 18, 2024 # Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD, SOUTHOLD SCTM#1000-81-1-18.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 17, 2024: WHEREAS, En Consultants, on behalf of PECONIC RIVER, LLC applied to the Southold Town Trustees for an Amendment to Wetland Permit#9930 under the provisions of Chapter 276 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 26, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS;the L-WRP-Coordinator-issued-a-recammen-elation-#hat-the-pr(ypo'sed actiow be - found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the LWRP Coordinator recommended that the detached deck be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: deck location will no longer be seaward of flood zone, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 17, 2024, at which time all interested persons were given an opportunity to be heard, and, I :'2 f WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, I safety and general welfare of the people of the town, i i x NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, i BE IT FURTHER RESOLVED, that the Board of Trustees APPROVE the Amendment to Wetland Permit#9930 for a revised site design that results in a reduction in the combined structural footprint of the proposed dwelling, deck and pool, specifically to demolish existing two-story, 2,300 sf, FEMA- noncompliant, single-family dwelling with 460 sf attached deck and 761 sf detached garage, and construct new 1 and 2-story, 2,576 sf, FEMA-compliant, single-family dwelling with a 2.3' x 29.1' easterly roof overhang, 6.1'x 17'4 and 15.5'x 20' covered porches and steps, 4.9' x 10.6' and 5' x 12.8' areaways, 17'x 40' swimming pool (equipped with saltwater filtration system), 1,293 sf attached deck with steps and, on top of deck, 5.8'x 6.5'enclosed seasonal bathroom, 4' x 5.5' outdoor shower, and 6.5' x 10.8'trellis over outdoor bbq; remove existing nonconforming septic system located +42'from bulkhead, and install new I/A OWTS sanitary system more than 100 feet from bulkhead; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway and parking areas; install 4' high pool enclosure fencing, pool equipment/heat pumps, generator, and 500 gal underground propane tank; remove specified trees located no closer than +69 feet from bulkhead; and establish 27' to 39'wide, approximately 5,959 sf vegetated buffer area adjacent to bulkhead, consisting of approximately 4,259 sf embankment and approximately 1,700 sf area up to 10 feet landward of top of bank and retaining wall; and as depicted on the site plan prepared by DiLandro Andrews Engineering, last dated December 14, 2023, and stamped approved on January 17, 2024. Inspections are required at a fee of$bU.UU per inspection. (See attached schedule.) Fees: None Very truly yours, Glenn Goldsmith President, Board of Trustees GG/dd GENERAL NOTES: 1. THEDESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILLAND DURING " SYSTEM STARTUP. 2. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK T,'I �IDiLOIIdIO COUNTY DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER .,w:J@t ADdf¢Wo 3. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK SOUTHOLD BAY COUNTY DEPARTMENT OF HEALTH.THE ENGINEER OF RECORD SHALL PROVIDE RECORD 1�0 DOCUMENTS AS REQUIRED BY SCDH. .. " UV tSB caR,ry Rd.]9 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE Svib 10 PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDEDTO"THE SCDH. EXISTING 8eullumpterN N.rdlpsB 5. AGAR GE GRINDER SHALL NOT BE INSTALLED UPSTREAMOF THE OWTS. SEPTICTBR T f ORIw,F=x(e]tJ 25&J95g METHOD OWTS SHALL RETESTED FORWATERTIGHTNESS PRIOR TO ARRNAL TO THE SITE USINGA ALAPPROVEDLECTAL LINES ENUFACROMTHTURER ¢ors W 7 ALL ELECTRIOALDNESCTIO THE DWELLING TO THE CONTROL TIGHT..FROM THE >< 0 H E P CoMROL PANEL TO THE JUNCTIONBOX SHALL BE SEALEDAND WATERTIGHT.. ♦ � no-nsm omt 9f eJ .DI oO,P• B. CONTROL PANEL TO BE SET ON A PRECAST CONCRETE PEDESTAL AND SET 2 INCHES .•(+ N865Y.]O E s'ra �es'QO^'v •" ABOVE GRADE TO PREVENT WATER INTRUSION. ``Y. 46.97 tl 56f SB2'q �' v PROPOSED S2T TDEW x39 WIDE 54598E !?i±e<;ogpr JS E RpJo 9. OWTS SHALL BE LOCATED MINIMUM 3'-0'FAOM THE DRNEWAV:A 61NCH HIGH PRECAST BUFFERpprRyFF��INCLUDING EXISTING 5 BTISYN'X S o� -'• ---"fN - 95 flg' ^ CURB SHALL BE INSTALIEDINd3ETWEEN THE THE DRNEVJAV AND THE OWTSaF3FEET d,259.I.A_ _VEGETATED &2J' -•-••-• br'sti'nid¢�pvjnd j¢iv¢,y"• dx• •. \eo SEPARATIONCANNOTSEMAINTAINED. BANK D IO'_DE+T005F -;a•;.;;R bmk3AULq Res<wLro:- .•... .. ........... NON-TORE BOFFETI TO BE 6p,•.' •. :-.':.NRM tOWIEp.!AUF NaIOJ}-. ......:..-..:•.-;'.•.-.•.-.-.- AosfSS+ONF 10. NEW IJA OWTSYSTEMTO SEVIRTTED THROUGH PLUMBING, ESTABLISHED IN PLACE OF EXISTING -.. ..... ... .... ... NO HOUSE TRAP TO BE INSTALLED .. LAWN LANDWARD OF TOP OF -' ':m BANKJRMBER RET.WALL I L4tA.'. '. :1.'."'..'.'8."..'.'.'.;.;�Jv^.•. ..veto'guri ''''';.-.- - PROJECT LIMITING FENCE ''.q_-Y MEADF DIJTUR9WLE:SSL<EO SF. - PARCEL INFORMATION: PROPOSER _ DESCRIBED OI SLOTEC ORYWELLFOR POOL BACKWASH MAPOFPARADIS 1963 NO.3761 e� I - SITUATEDIITH,1963NO.37fi1 h 10 ^JIv'wd / xOM'xI'• S�'y� S4YUAMMG pOpL CO SITUATEDAT.T11OLD PROPOSED d' _ � TOWNOFSOUTHOLD ... POOL FENCE 7 eV i SUFFOLK COUNTY,NEW PORK ' E.C.T.M.01000-01.1-17&+8 - -"ar"J•`-- I pm p x sne<u JCD AREA 32,665 S.F.OR 0.75 ACRES EXISTING GARAGE _- ZONING OISTRICi:R-80 TO BE REMOVED _ J ALLOWABLE LOT COVERAGE: 8,5335E(20%OF LOT AREA) _SIBS'_ �Q� --.`" g =�Ja�--- _ �P?sB<'s ZPW_W_�atJ E%ISTiNa LU ZO 7CM x �x,F x 3-STORYDWEUING O EXISTING v/wel�xtrm W / r T R HOUSE: 2,3DO SFs _ - - " "f1.•.,•�: Z J GARAGE: 761 SFs NETT (.,,1, - PRO nsEOPO�L a PROPOSS D Ot' O EXISTING V-O# DECK: d60 SF.s --'� HOLE s ryry11 n rzRmmdmx; DBWR CLING Z a= EXISTING TOTAL LOT COVERAGE:3,521 SFS=10.8% O VJ q'. PROaSSE 1ST}—i I'�+::� ___ p rtrt M .R<iOi Q m?F PROPOSED CONTROL 2 C... ^e_��LpVc=c^ PRO OS�DECK 4' n� PROPOSED ENCLOSED U O / _ d'%5.5'OUT000R W 1,Q U HOUSE: 2,5765F. PANEL PORCH - _ - SHOWERPLUMBED To PROPOSED 1,293 SF. m IDTt PROPOSED ORYWELL F COVERED PORCHES 416 SF. EXISTING °e -Pup .1-ANDMMMI L<xp N//Vx�x 2STORY ONELLPJD lT 1STOAY 2STORY STORYSMGLE 33 ASIDx Si NEWTONG POOL: 812 SF. :F LYRE D D Lpr] NEW TOTAL LOT COVERAGE: 4,897 SF!•15.oY. INTERIORCLEANOUT ,-J P ELEV 200 B''" �.,�y N PROP08EO ENCLOSED TOTALAREA OF DISTURBANCE:22,450 SF. GEASONAL BATHROOM PROP0.5ED U/G - - ELECTRICIWE - HYDRO R' is �. .'� / 1�I W Z O SITE PLAN BASED ON SURVEY PREPARED BY: O 1 PROPOSED&O O 11 KENNETH M WOYCHUK LAND SURVEYING,PLLC 20•DISTRIBUTIONBO% vsr _ _ _ i i'�p DRYWELL,BEEC41 Lul W Z W PROFESSIONAL ALDN SURVEYING AND DESIGN PERiAOUS P.O.BOX 153AQUEBOGUE,NEWYORK 11931 FUTURE l ^ �`�_ I DRIVIYAYAVD ¢ co PRO PHONE(631)298.1588 FAX(631)2981IMB EXPANSION ) - y 2 ARKING O POSED WATER LINE V Z O Q SURVEYED DEC.11.2019 ,7q 7q 7J \^ L '. ? a O-p I -5s•• _ i ts:. -I6� I FT221OA'Ox6-0•DEEP O� W U X L� SANITARY SYSTEM INFORMATION: I W - - i5 - 1 I5�^ LVCHINO POOLS U)Q t Z TOTAL NUMBER OF BEDROOMS:] - I `y -µy. 'R Ham^ I �� VA SIZE REQUIRED:770 GPD _ d - Q O LEACHING RE I DPt1TE5 TO `_-_ �3--- ♦♦_� U PROPOSED SEPTIC SYSTEM: BE REMOVED Y ``` - .JJ ^ DRISVEWAYTBR �JO w O O'Ql (1) HYDRO ACTION AN-800(600 GPO PROPOSED) (2) 10'4 0.OxSb.DEEP LEACHING POOL(545 SF PROPOSED) T a (1) 20•DISTRIBUTIONSOx �'-��� _ 7 ^BA aavO:n ^p•` O NOTE: � ; <�� vnL ��< Nn Dab De,rtiPSm -EXISTING SEPTIC TO BE REMOVED. I 1 yyrzpzz upDATm srtE ' I �'- _ ��<ay. z m6rzpz] vooL xousE v DfCK TESTHOLEDATA d &f5202] DRrvEWAY OATE:FEB+<,zn20 FEMA HAP#36103CO167H 5 1L1UA23 UPDATm GRE EL17.D O.D jPue;.6drzR � APPROVED BY .BROWN SANDY LOAM(ML) . BOARD OF'I TRUSTEES ":BROWN LOAMY SAND& TOWN OFSOUTHOLD na«n�6y6Y: PD GRAVEL(SM) COMOURLEGENO Checked By: PD "%ROWN MEDIUM SAND 1 DATE 37,WN 17,7.02/r- ANDGRAW (SP) ------ ExIJTINO.—CAS PROPOSED SEPTIC PLAN - -MEDIUM SAND AND .PROF05m CONTOORs Gm: 3119R021 GRAVEL(SP) el SCALE:I•m2P -- s®I -NOTED E VATON9 sNP1x NtE B0.5m Lti use AND vs DATCIn MAw 1 seal EL:1.6' - 15.1' •WATER SAND&GRAVEL(SP) TREELEGEND: 17.0' EwsmIGTREEs 0 EasnNGTREFs - BEC 2 6 {1�I 15NBEL:GROUND WATE L39 TG pEMaN TO BE REMOvm AT GO i5A'BELOW GRADE R ENCOUNTERED ._-._. TEST HOLE BY. sheets ICWOYCHUK US Glenn Goldsmith,President �0�SI�UT� Town Hall Annex A.Nicholas Krupski,Vice President ,`O ��� 54375 Route 25 P.O.Box 1179 Eric Sepenoski 8� J�t Southold,New York 11971 Liz Gillooly Q Telephone(631) 765-1892 Elizabeth Peeples • �O Fax(631) 765-6641 CoUNTi BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2316 C Date:October 10,2025 THIS CERTIFIES that the demolition of existing two-story 2,300 sf FEMA-noncompliant,single- family dwelling with 460 sf attached deck and 761 sf detached garage,•and construction of at least 17 feet farther landward a new one and two-story,2,576 sf FEMA-compliant single-famil dwelling welling with a 2.3' x 29.l' easterly roof overhang 6 1' x 17 4'covered porches and steps 4 9'x 10 6'and 5 8' x 12.8'areaways, 1,293 sf attached deck with steps on top of deck 5 8'x 6 5' enclosed seasonal bathroom 4'x 5 5' outdoor shower.and 6.5'x 10.8'trellis over outdoor bbq•construction of a 17'x 40'swimming pool(equipped with saltwater filtration system):installation of 4'high pool enclosure fencing with gates,•removal of existing nonconforming septic system located /-42'from bulkhead and installation of new I/A OWTS sanitary system outside Chapter 275 jurisdiction:installation of a drainage system of dnMeIls to collect and recharge roof runoff and pool backwash,• installation of pool equipment/heat pumps generator,and 500 gallon underground propane tank;installation of pervious gravel driveway and parking areas:removal of specified trees located no closer than 1-69 feet from bulkhead:and establishment of a 27'to 39'wide approximately 5,959 sf buffer area adjacent to bulkhead,including existing 4,259 sf naturally vegetated embankment and additional 10'wide f 1,700 sf non-turf buffer to be established in place of existing lawn along top of bank,•with the condition of the use of stainless steel hardware on the detached portion of the deck. At 450 Basin Road,Southold Suffolk County Tax Map#1000-81-1-18.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated A13ri130,2021 pursuant to which Trustees Wetland Permit#9930 Dated June 16.2021,was issued,and Amended April 19,2023 and February 12,2025.and conforms to the requirements and conditions of the applicable provisions of law. The project ,for which this certificate is being issued is for the demolition of existing two-story,2,300 sf,FEMA- noncompliant single-family dwelling with 460 sf attached deck and 761 sf detached garage:and construction of at least 17 feet farther landward a new one and two-story 2,576 sf FEMA-compliant single-family dwelling with a 2 3'x 29 P easterly roof overhang 6 1'x 17 4'covered porches and steps 4 9'x 10.6' and 5.8'x 12.8' areaways, 1,293 sf attached deck with steps on top of deck,5 8'x 6 5' enclosed seasonal bathroom,4'x 5.5' outdoor shower. and 6 5'x 10 8'trellis over outdoor bbq•construction of a 17'x 40'swimming pool(equipped with saltwater filtration system):installation of 4'high pool enclosure fencing with gates;removal of existing nonconforming septic system located /-42'from bulkhead and installation of new VA OWTS sanitarysystem outside Chapter 275 jurisdiction•installation of a drainage system of drywells to collect and recharge roof runoff and pool backwash: installation of pool equipment/heat pumps generator,and 500 gallon underground propane tank,• installation of pervious gravel driveway and parking areas:removal of specified trees located no closer than /-69 feet from bulkhead,•and establishment of a 27'to 39'wide,approximately 5,959 sf buffer area adjacent to bulkhead,including existing 4,259 sf naturally vegetated embankment and additional 10'wide f 1700 sf non-turf buffer to be established in place of existing lawn along top of bank,•with the condition of the use of stainless steel hardware on the detached portion of the deck. The certificate is issued to PECONIC RIVER LLC owners of the aforesaid property. AV Authorized Signature L Glenn Goldsmith,President fif 3 0 05,Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 1179 Eric Sepenoski SoiAhol 'INew York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 410. BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2315 Q Date: October 10,2025 THIS CERTIFIES that the removal and replacement in-place of approximately 190 linear fee of existing timber/vinyl bulkhead with new vinyl bulkhead; westerly 5',23',47'and 16' sections raised approximately 18 inches to match elevation of easterly 99'section, permanent removal of existing±18' middle return,±71'westerly retaining wall,wood steps,and approximately 23 linear feet of easterly retaining wall around steps,• construction of approximately 104 linear feet of wood tie retaining wall in place of existing easterly retaining wall;backfilling with approximately 75 cubic yards of clean sand trucked in from an approved upland source•,filling an approximately 708 sq.ft. area behind bulkhead to meet existing grade landward of removed retaining wall on west side of property construction of a 4'x6' wood platform and Yx 12' aluminum stair off bulkhead,• construction of a 36 linear foot,4' wide permeable paver stone access path to dock using 30"pavers with around around the pavers within the 4' wide path be non-turf and non-fertilization area,• and restoration/revegetation of disturbed portion of naturally vegetated embankment upon completion of construction, At 450 Basin Road, Southold Suffolk County Tax Map#1000-81-1-18.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated'September 2,2022 pursuant to which Trustees Wetland Permit#1023 5 Dated October 19,2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal and replacement in-place o approximately 190 linear feet of existing timber/vinyl bulkhead with new vial bulkhead,westerly 5',23', 47'and 16'sections raised approximately 18 inches to match elevation of easterly 99'section;permanent removal of existing±1 8'middle return,±71'westerly retaining wall,wood steps,and approximately 23 linear feet of easterly retaining wall around steps; construction of approximately 104 linear feet of wood tie retaining wall in place of existing easterly retaining wall; backfilling with approximately 75 cubic yards of clean sand trucked in from an 4pproved upland source,• filling an approximately 708 sq.ft.area behind bulkhead to meet existing grade landward of removed retaining wall on west side of property, construction of a 4'x6'woodplatform and TxlT aluminum stair off bulkhead-,construction of a 36 linear foot,4'wide permeable paver stone access path to dock using 3 0"pavers with around around the pavers within the 4' wide path be non-turf and non-fertilization area;and restoration/revegetation of disturbed portion of naturally vegetated embankment upon completion of construction. The certificate is issued to PECONIC RIVER LLC owners of the aforesaid property. Authorized Signature NEW Y rW IWI E DEPARTMENT OF E;Nilll'aOIVMENTAL CONS'RVNFI N Division of Environmental penratte,R0gl®n 1 SUNY(0 Stony Brook,50 Circlo.Rod,Stony Brook,NY 11790 R,(631)444-OM 1 F,(631)444-0360 www,dw.,ny.gov LETTER OF NO JURISDICTION April 6, 2021 Peconic River LLC c/o Adam Prestandrea 90 Lafayette Ave Sea Cliff, NY 11579 Re: Application # 1-4738-01007/00005 Peconic River LLC Property, 450 Basin Dr, Southold, NY SCTM # 1000— 81 — 1 — 18.1 Dear Adam Prestandrea: Based on the information you submitted the Department of Environmental Conservation has determined that the existing bulkhead shown on the survey by Kenneth M. Woychuk, dated December 11, 2019, is functional, more than 100 feet in length and was constructed before August 20, 1977, as shown on Tidal Wetlands Map# 718-546 and AeroGraphics Exposure#73-2048. Therefore, the property landward of the bulkhead is beyond Tidal Wetlands Act (Article 25)jurisdiction and no permit is required for work landward of this structure. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sinc ely, herri Alcher Deputy Regional Permit Administrator cc: En-Consultants BMHP File r`'�~rae,4srYtlNtc C�v17irtr��rrrrtUt ,� ;)i&'11 MY euvlraru�r,nt l �ufFoLt BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD �A,� H z Town Hall Annex- 54375 Main Road - PO Bdif ini 2024 • Southold, New York 11971-0959 - �p Telephone (631) 765-1802 - FAX (631)s765 ia mesh C&-southoldtownny.gov — se and0soufhb`ldtown APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2/27/24 Company Name: Mapes Electrical Service Corp. Electrician's Name: Rudy Wolmart License No.: 42983-ME Elec. email:jeanette@mapeselectric.com Elec. Phone No: 631-283-4616 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: 144 Mariner Dr Unit B, Southampton, NY 11968 JOB SITE INFORMATION (All Information Required) Name: Peconic River LLC Address: 450 Basin Road Cross Street: Paradise Point Road Phone No.: 631-287-4616 Bldg.Permit#: 402Q6 G��©I email:jeanette@mapeselectric.com Tax Map District: 1000 Section:81 Block: 1 Lot: 18.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Temporary electrical service for construction Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES NO []Rough In Final Do you need a Temp Certificate?: 0✓ YES ❑ NO Issued On Temp Information: (All information required) Service SizenV( 1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓Underground❑Overhead # Underground Laterals W/ 1 2 ; H Frame Pole Work done on Service? W/ Y DN Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT Electrical lnslliec'tor---' c'IiJ V i TOWN OF SOUTHOLD Vf Town Hall Annex- 54375 Main Road - POB1n1 2024 Ca Southold, New York 11 971-0959 Telephone (631) 765 ,�-, -1802 - FAX amesh@southoldtownny.gov — seand(a--)south6ldt APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2/27/24 Company Name: Mapes Electrical Service Corp. Electrician's Name: Rudy Wolmart License No.: 42983-ME Elec. email:jeanette@mapeselectric.com Elec. Phone No: 631-283-4616 M I request an email copy of Certificate of Compliance Elec. Address.: 144 Mariner Dr Unit B, Southampton, NY 11968 JOB SITE INFORMATION (All Information Required) Name: Peconic River LLC Address: 450 Basin Road Cross Street: Paradise Point Road Phone No.: 631-287-4616 Bldg.Permit#: 492 C) email:jeanefte@mapeselectric.com Tax Map District: 1000 Section:81 Block: 1 Lot: 18.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Temporary electrical service for construction SDS-55- Square Footage: Circle All That Apply: Is job ready for inspection?: El YES W] NO Rough In Final I I ULI -% I Do you need a Temp Certificate?: F./—] YESF—] NO issued On Temp Information: (All information required) Service Size W11 PhF—]3 Ph Size: 200 A # Meters 1 Old Meter#, New ServiceF-1 Fire Reconnect[]Flood Reconnect Oservice Reconnect ZUnderg round ElOverhead # Underground Laterals Z 1 F-12 W1 H Frame [:] Pole Work done on Service? W]Y ON Additional Information: PAYMENT DUE WITH APPLICATION IrD WH PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments �SufFot,�oo BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD W va Town Hall Annex-54375 Main Road-PO Box 1179-Southo4 NY 11971-0959 Gyfj�j �a0�� Telephone (631) 765-1802 ` Temporary Certificate # Ao IR Date )d. r �� 2024 Customer Name Electrician Name ( JE—�Ue4y Address 46a 649r, Rd. SewAvlolf Phone 6 3 _ ;Z e'7 . 4 (p e-mail` Q G S e f ee y" , . "en a-mail G6 G . LbY�1 Phone License 44 32- Wl E Size OO A Phase I Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by ` a Gy< BUILDING DEPARTMENT-Electrical Inspector W z TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 oy��l Telephone(631)765-1802 Temporary Certificate # +A Date 3 6 2024 Customer Name On I O Rivtr L.LC Electrician Name C Se" o Address plaSI Phone (0, a �. - (, e-mail q e Com e-mail ' � a © 1 }r% Phone License# Ll�9Lq F3 3- M6 Size A Phase i Overhead Underground ar #of Meters Remarks #of Underground Laterals 1 2, New ,/ "H" Frame or Pole ✓H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date abo Authorized by .� O��S�FFOL,��G APR 2 2 2024 BUIL©,NG DEPARTMENT- Electrical Inspector �� yam► TOWN OF SOUTHOLD T,,..o,.wn,t,Hall Annex- 54375 Main Road - PO Box 1179 o • „:.;;,; >;;;°. Southold, New York 119.71-0959 . 'ffj O� Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh .southoldtownn ..gov - sea nd(D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Aii information Required) Date: 4/16/24 Company Name: G Craig Electric Electrician's Name: William Hanusa License No.: 4432-ME Elec. email:jeanette@mapeselectric.com Elec. Phone No: 631-287-4616 1 request an email copy of Certificate of Compliance Elec. Address.: 360 Magee Street, Southampton, NY 11968 JOB SITE INFORMATION (All Information Required) Name: Peconic River LLC Address: 450 Basin Road Cross Street: Paradise Point Road Phone No.: 631-287-4616 Bldg.Permit#: 50555 email:jeanette@mapeselectric.com Tax Map District: 1000 Section:81 Block: 1 Lot: 18.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Dwelling with Pool Addition Square Footage: 6300 Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: 0 YES❑ NO Issued On Temp Information: (All information required) Service SizeFt/11 Ph❑3 Ph Size: 400 A # Meters 1 Old Meter# F✓ New Service0 Fire Reconnect[]Flood ReconnectOService Reconnect[-]Underground QOverhead # Underground Laterals Z 1 2 ✓ H Frame Pole Work done on Service? ✓ Y ' N Additional Information: Generator PAYMENT DUE WITH APPLICATION PERMIT Y. Address: Lt 5 Switches ovi Outlets " 1 Surface a0 SEP Sconces H ,s78 � tit 1 1 t POOL UC Lts S Fridge HW panel ;' s Fans Mini tl;r.142 W/D Pump Heater Exhausts Oven. Sumba , Trnsfrror Y,�t Smokes 9 DW 1��; YJ5�5 Generator I Salt Gen. Imo Water Bond Carbon 3 -Micro GrbDis Lights Heat Pucks ERV ; HOT TUB SPA Inst Hot DeHum Tran`sfer, Disc F--5 II Blower YE Combo .� Cooktop r Minisplit j AC3 AH Hood .. Blower Service vZ Amps gg,0.0 Have Used Sub 1 Amps /-D© Have . Used Comments i APR 2 2 (ONG DEPARTMENT-Electrical Inspector B U'l Ae 2024 TOWN OF SOUTHOLD cm Twn,.Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �� �O�r' 1 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(cb-southoldtownny.gov - seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 4/16/24 Company Name: G Craig Electric Electrician's Name: William Hanusa License No.: 4432-ME Elec. email:jeanefte@mapeselectric.com Elec. Phone No: 631-287-4616 211 request an email copy of Certificate of Compliance Elec. Address.: 360 Magee Street, Southampton, NY 11968 JOB SITE INFORMATION (All Information Required) Name: Peconic River LLC Address: 450 Basin Road Cross Street: Paradise Point Road Phone No.: 631-287-4616 Bldg.Permit#: 50555 email:jeanefte@mapeselectric.com L-Tax Map District: 1000 Section:81 Block: 1 Lot: 18.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Dwelling with Pool Addition Circle All That Apply: F—S— 6300 Square Footage: 1 Is job ready for inspection?: El YES R] NO F]Rough In E] Final Do you need a Temp Certificate?: rV-1 YES r-] NO issued On Temp Information: (All information required) Service SizeFv-11 PhFJ3 Ph Size: .400 A # Meters 1 Old Meter# WNew ServiceD Fire ReconnectoFlood Reconnect Elservice Reconnect E]Underg round ElOverhead # Underground Laterals P]1 FJ2 Z H Frame [:] Pole Work done on Service? R1Y N Additional Information: Generator PAYMENT DUE WITH APPLICATION L,t l Z-4 D-7 163 PERMIT# Address: Switches Outlets GFI's Surface Sconces H H'sff�� o G d t 2,— UC Lts Fridge HW POOL 1/ Panel GcX� Fans Mini Fr. W/D Pumpnr # Exhaust Oven SumpHea Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond iLights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc , Combo Cooktop Minisplit Blower '' AC �`V AH Hood Blower Service Amps Have Used Sub Amps 16 c) Have ? T-Used Comments 01 EN-CONSULTANTS January 30, 2024 Adam Prestandrea 90 Lafayette Ave. Sea Cliff, NY 11579 RE: Residence-450 Basin Rd.,Southold SCTM#1000-81-1-18.1 Dear Mr. Prestandrea: Enclosed you will find the Suffolk County Dept.of Health Services Permit Modification dated 1/3/2024,the Town of Southold Trustees Permit Extension dated 4/20/2023;and the Town of Southold Board of Trustees Permit Amendment dated 1/18/2024 which we obtained for you on the above referenced project/property. Both you and your contractor should review all of the permits/approvals obtained for this property carefully and strictly adhere to the approved project description,stamped-approved plans,and all standard and special conditions. Copies of all the permits/approvals obtained for this project/property should accompany the application when filing for the building permit. All building and electrical permit notifications and inspections must be completed in accordance with the permit conditions in order to obtain a certificate of compliance or certificate of occupancy. Please make notifications to all regulatory agencies and/or fill out and submit any notices of commencement (at least 48 hours prior to commencement of work)and completion,which may be a requirement of the permits/approvals obtained for this project. If the required commencement and/or completion forms are not enclosed with your permit/approval, please contact our office and we will obtain one for you. All permits/approvals obtained for this project must remain valid until all permitted activities are complete. It is your responsibility to track all permit expiration dates and maintain the validity of these permits beyond their expiration date if necessary(Southold Trustees exp. 6/16/2024;SCDH exp.7/27/2025). All inspections or actions required by the issuing Town,County or State agencies to close out permits in order to obtain a Certificate of Compliance or Occupancy should be conducted by the property owner or property owner's contractor. Please notify our office if you would like assistance obtaining a certificate of compliance or occupancy,or to renew/extend a permit. Assistance with compliance/occupancy certificates and/or permit renewals/extensions and/or modifications will be billed additionally. Please contact me if you have any questions. Sincerely, Mary�Ega Accounts Manager Enc. 13191`lorth Sea Roar_I J Southampton,l`lew Yor1c 11968 1 p 631.283,6360 i f 631,283.6136 environmental consultrnca NOTES: PIPE SPECIFICATION NOTES: 1. STORAGE VOLUMES CALCULATED BASED ON TOWN OF 1. ROOF LEADERS TO DRYWELL CONNECTION TO BE S 0 U TH OLD BAY SOUTHAMPTON 633P INTERIOR STORMWATER COLLECTION SYSTEMS 4"0(MIN.)OR(TO SMOOTH TERIOR HDPE PIPE. SPECIFICATIONS 2. CATCH BASINS TO DRYWELL CONNECTION TO BE n 2. MINIMUM DRYWELL SIZES AND CAPACITIES ARE SHOWN IN M SMOOTH INTERIOR HOPE PIPE. , STORMWATER STORAGE SCHEDULE. 3. DRYWELL TO DRYWELL CONNECTION TO BE 15"0 1NG , + 'DiLand ro 3. DRYWELLS SHALL BE PROVIDED FOR ALL ROOF RUNOFF AND SMOOTH INTERIOR HOPE PIPE pTIC TgR Mi MS ' Andrews PROPOSED IMPERVIOUS SURFACES - 4. WHERE SUITABLE MATERIAL IS ENCOUNTERED THE STRUCTURE SHALL BE INSTALLED ON UNDISTURBED GROUND a 5. DRAINAGE STRUCTURES TO BE WRAPPED WITH FILTER FABRIC T TIE LINES P _ 1SS Counts Rd 3S B. ALL CONCRETE FOR DRAINAGE STRUCTURES TO BE MINIMUM 4,000 '9 S•M.S' ras ' Sntte 10 SI AT 28 DAYS y, 1,59E MMy L s FLO-TNRV DECK Seullseerplers,MY.119" 2' N 38'S7'j0"E 640,i MIN t sue ONO OIIIee Fa(631)250 mss N ,& HEAD ■ 1 CaWun d.Nw 0919523 NOTES �"� g6,G7 S 8?47'Ss• i� PROPOSED RE TOCLU WIDE 5 959RISTI SF w - RerR eLY - [ DRAINAGE LEGEND 1. ALL DRAINAGE STRUCTURES SHALL BE PLACED IN BUFFER AREA INCLUDING EXISTING � .�.' . . n u !•S' -♦ s ge,5'a'w' o »ss , Prof.... O Ew ACCEPTABLE LEACHING SOILS APPROVED BY THE 4,259 SF NATURALLY VEGETATED g 3' 1 � + .L - OF-T4iEMzi3r A-1 -DRAINAGE AREA LABEL TOWN ENGINEER.IN THE EVENT POOR LEACHING BANKAN. 10'WN E 1700SF VINYL GULKa .,", w SS.OF gCt1C.pEp[AgcO Tp� MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE NON-TURF BU F�I�TO BE 6 D - - T17,aI IITTUUAIS MaAVI Wo T023S - `, ,�P .N. DIL'Q y 0 CONTINUED TO SUITABLE MATERIAL 8 BACKFILLED ESTABLISHED IN PLACE OF EXISTING CMEVWKNEM AREA R CONST UCTION O 'f �-DRAINAGE AREA BOUNDARY LAWN LANQWARD OF TOP OF w 1'RCkx)U6LY. QP _ _9p AS DETAILED BANK/TIMBER RET.WALLLOE1tED. 3. ? .80. -LOP,TEO TOP APPROt. LIMIT - pREV' BIL't W Or B•M'IK ••••••.-DRAINAGECONNECTNITY 2. T MIN COLLAR AROUND CONCRETE LEACHING OF TEMPORARILY .� - T� x - - �- DRAINAGE KEY PLAN w STRUCTURE.COLLAR TO CONSIST OF CLEAN SAND GRADED SOIL. mil' i .w PROJECT LIMITING FENCE m _ w 1 AREA OF DISTURBANCE:t 22,450 SF. + 2 Oo -PRECAST DRYWELL AND GRAVEL CONSISTING OF LESS THAN I5%FINE ,i /'�- 1�= NOT TO SCALE 2 PROPOSED ••-• - J - ? CFO 097252 0�0 SAND,SILT AND CLAY. DRY,NELL FOR N POOL BACKWASH o i of �•' \ 9 P 3. DRYWELL COMPONENTS ARE TO BE REINFORCED PRECAST CONCRETE AND CAPABLE OF LM �-"r J / Y��l i rM PARCEL INFORMATION SUPPORTING AASHTO HS-20 HK3341WAY LOADING DESCRIBED PROPERTY 8 LOT 4 PROPOSED FENCE P/P"\ MAP OF PARADISE POINT SEC.1 4. ALL CONCRETE FOR DRAINAGE STRUCTURES TO , - BE MINIMUM 4,000 PSI AT 28 DAYS. A -". :4• 'W 1AN05 sETSACK FILED APR.11TH,1963 NO.3761 �r..�-!-c.- SITUATED AT:BAYVIEW EXISTING GARAGE TOWN OF SOUTHOLD TO BE REMOVED z � -,--� ,T '- � SUFFOLK COUNTY,NEW YORK LAND NIP OF 0- ,S - S.C.T.M.#100081-1-17818 MARY zuPA � ° �f Y / ZONE VE(EL zl) Ex157ndG �S �SyE-1 L 2f B -.��-f _1 -_-FLOOD ZONC BOLIN -_-_ 2- AREA 32,865 S.F.OR 0.75 ACRES - - ZONE - - - STORY DWELLING T� DWCILINC r ZONE x ZONING DISTRICT:R-80 w V0) � W/PUBLIC WATER _ - �� v I TSo' S .N \ WPROD PROQ S*DID CK........... •• ^ I EXISTING � J J I SITE PLAN BASED ON SURVEY PREPARED BY: - in KENNIFTH M WIDYCHUK LAND SURVEYING,PLLC 37' ••••yE• '1 T�LLING •EUINDs > O DW PROFESSIONAL ALDN SURVEYING AND DESIGN O �p _ . s - PROPOSED ENCLOSED,50' > tQ O PHONE 631 298.1588 FAX(631)298-1588 PANEL 2 PORCH_COVERE �K 4'X 5.5'OUTDOOR 0 O ( ) SHOWER PLUMBED TO PROPOSED DRYWELL U Z J SURVEYED DEC.11,2019 SHED 'PR O'OSE01-AND % v uND N ro a Z fn 0 JOSEPH;MAZz7A LOT 3 O Q +0. _ F F EL�Ey S = CN W 0 rj Lj I ,oe SEAPSOSEDBENCLO SEED - LU w) O iLr`�a IIv_ IL'Pa U V IL PROPOSED Ur. ELECTRIC LINE 1$' J a D PROPOSED SEPTIC •.�: .... • 1 SYSTEM,SEE C-1 \\\ I 4+ PIPE 0 PROPO N g 1 I PERVIOUS GRAVEL Z AUG 2 9 2N5 a -'� �. �B\ _ p.. DRIPAERKING D O PROPOSED WATER LINE LLI t `4\ ` \ -,7 J -T7 ( Q 16 BII1�! �r1C a I CUR \ i ---1Bi S,\ "4 Z TONE" C pR %lr RTAr OR � � 15 --__15_ - _T5` } I EMCNT 13 .' 14 \ '\ UTILITIES TO �-' 13- 0 DR BE REMOVED // 12- DRIVEWAY TBR W N cy`y t}� 1w M.O /FAN iD 4I ` PIPE .f ''��/ Q r / r ` DPNEWAY V 011 w O WA7E, d Rev eims FEMA MAP#36103C0167H DWELLINGS - No. Date Description W/PUBLIC WATER 1 �~ Drain�- t50' 3 - Drabap Area Descr,ptlal TEST HOLE DATA Area_.1 _ Swimmi g Pool Gku4tbn 4 �1 DATE:FE7114 2020 _A-1 -- Residence 5 I Area 612 square feet PROPOSED STORMWATER DRAINAGE PLAN A-2 Residence N prox.Volume 612.8•.75 8 �~ o zo Ae EL:17.0' 0.0' Ad Residencew _ 7672 cubic keL RNISH�GRADE UR HOOK -BROWNSANDYLOAM(ML) Al 5wimmin Pool 10%ofVolume ^368abkfeet SCALE:1"=20' PRECAST 9 THICI<C aEE -RewramMAaNRYC DeslpledBy: PD 0.4'BROWN LOAMY SAND B A-5 P*rvieusG•avelDrW ELEVATIOWSHDWN ARE BASED ONUBC AND GS DATUM(N1VDISOM TRAPRCSEAPINGCOYER RBFFORC®MA90NRYCFRAhE1' Dr~By: IMZ GRAVEL(SM) 2.8 BROWN MEDIUM SAND r N d By �L 6.1ANDGRAVEL(SP) --_-- - _ ' IIEETPIPEFOMDR Stormwater Storage Calculations ���Avgi Mlr+sr����w SiorvEAgo�' INLE NOTES T PIPE FROM DRAIN NDS FZ-RQ1 TIXE PER ROI -MEDIUM SAND AND Date: 1?/19R023 GRAVEL(SP) smrage Gov APr �fu o a o e e e e a Ares Rutroff Re Nc• E Scab:NOTED quired for 2" Recommended 7 AM NO.a SEDDHO IAYER ���®Coo O DrMrM Drainage Area Quantityprovided storage EE:1.8 - 15.4'�� (SQm CoeMicent Rainfall Event 8 Des Size Drywe k^ PI P ,c ==a=____ , WATER SAND 3 GRAVEL(SP) (EFT) IeFrl a No sr VOLSHED eA enxa ==o===_ OW-1 A-1 1166 1.00 195 1 8'-0'O x 6'-0" 253 ==C=_=_= reN DW2 A-2 1373 1.0o 229 _ 1 8'-0'0 x 6'-0" 253 `4• TaR 12 = -_ �I�_ 17.0' DW3 M3 724 1.00 --- 121 1 _8'-O'0x4'•0"_ 169 _ vHiens�'�c r nn to COMMENTS:GROUND WATER ENCOUNTERED DW7 A•7 1.00 3 2 _ 8'-O'0xTO _ 380 6.Mw<,uu��l� ,,, �a �-ExsnNosAro AT 15.4'BELOW GRADE A-6 3241 1.00 Sao T-p Utilize Gravel G ci 648 PERMEABLE PAVEMENT DETAIL LAYW Stor Required 1452 4 Total Provided 1704 TEST HOLE BY: Driveway Gravel storage:6"min Layer 3/4"-1"Angular stone(n-0.40) TYPICAL PRECAST DRYVVELL DETAIL S K WOYCHUK LS DRAWNG IS INTENDED TO BE 34"x22"TO SCALE Drt,F.L NptEs Txe oEsvu ExexEEgax+u oesEaveTxeawrsPrewra a+nmLL W pouawD Design PrVessiorlars CeNficetion Required. :<�• Submit P.E or RA Cenfiration For ,a �1 IDltandro ilq;owls HsratfEa aLutI,WDMPxtYxuTEE1ID0RGEf1ENra FRaN a1FP0.K Thelnstallatlon and Construction oftM Sewage D'epovl System ^-''A'�^• cDunrYOEP.mxExrccxrruxWpmuuEE.x.,fMov�DlNanuaFn. ` SOUTHOLD BAY useF°rmwwth.S S pEDM1xENTOF�1�l1TKMEEN01 iNEEADF aECp1p Y1+LL�P0CN0E xELd10FF0.1f T ° Exm+e aECJOEDBYEODN. uupanL E%EG,tFD lvEst+Tbl W'DY/JNtEWW[ECp(rn1Cr BEIV.EEwMENNMEN•xpE r�iWfs,/s„RY.Hw PRvnOFA WDMEPaDPENry G.1xFA rMLLI OE PRDJmFD TOTXE 6rLN �Np tHq� Abandonment of the existing sanitary system must be in 0. 09+DEGEIXpEa 6fulL HOr BEINaf.LLLmin+OMFW pPMEOVRR �ry _ conformance with the D pN.NF.aPfnfw.x fl �ex�eerEo,EO Fan wuEa Twxmcse Pwmf TDuurc+LroTxE slie tLm+o+ epartmenCs requirements. u eYT„eN.xuF+oT,mD1. rM® wr m Submit completed form WWMA80 as proof te�a.LLLESED,Pleu urea FaoN MEow¢uxvTOTKs caeaoLPWEL WOFsoNT� g 0.PW0.T�0.MENxGnaNEO%PSYLBEeEPIm.LxpwATEEigi,T. $ _ �w o�� roazEErcx•PaEuarcweaeiEcmesruWDeEr]Hn1Ea j sil0 "'�"'° ry•f :'d' `� PxEYENYUExHxE�Dx �S L _ SEE AT a W B m4LL Oa LmtED NH W uu Y.P f 0 W ixE pgNyNY.+E HC„Mks,PaPGST '. 1. GHB dul OElxarallm H9EiNEENMEMc DRrvEW+YWDiHEGNraIF]FEEr Mom, 7Q,� o 1FDflUliY1CWNDT OE YfPRIEV xouaEtRl.PTo0EIx5TULEDVENrmMOWON PILHBiN4 FSI a S �•sss#' KV OPBEO PKOPE�nIOT, DRPYwEt°�OLTW� _ _ TpwNOF BgRHtxa �D� - j p O 6NFtxItCWNM1'.nEWVDr1K +y. � fl4T.Y11000.01.f-tTOts •y1�� -�:, C•,��• .. •••' 'I L] :awp asT,ncr:Rm ./. � aa,coa3.0 pFPotca LaT+K�I _ s — .i- y T.n= T uN. � USTrSi O } 6rpiTNa TDTW IpT Cov0K+a6>631 Vs•inn —1 irfX ,fie � F ooau'r� °J W a Q D MEEK l>13 d. Wfpm - ✓>wiloPor.1:o�L°,m MQwW e�oeam Poi ms xEwTOT+I LOT oOYHIMa; 1fn.f•te3Y e�� U sf1 F1f•�bY 1: ��x/ HTEHOf tiFWWr P "`MAINTAIN 6 SEPARATION BETWEEN TREATMENT UNIT o a urE PI..1f. Owru°NiuK wm ,o Piis arafmfP„oNeoK ,�„ Id pioe�sslcN+L,v.Dx wavetxDu+D o�spx �:_ -.�oK�'K"'°1ww`_ INLET LINE AND AREAWAY"` z 151+oNEeopuE,EWYORx t,Wt • _ o HsroO3ca swtwexe UU ��noP'Ec`i,�,mira cm+nH-,ae °f"mw ¢ EExDm XQIDZ Vi a" DDxe:T ` w -- .' r O 9 Y I pACMND OEG EP.i3 FTl I 06A1Vp°OvFBTOD ----- ' - WMAYteP oo o ni x° 0m.°+`�rna+`+w�wi.m°PD PaoPosml i "� - v¢. ,,,r ors i✓� �j AOIare1BU11 OpALEA°KKOPOR(LSVPRCPOS£D) �/ bi*i lP„,--`--. �4•'`` � O Water lines must be inspected by theMOM Fwatpm sEPncToeE Rsuoom. Suffolk County Dept,of Health Services. ''-- _ — --- TEKr„p�+T+ Call(631)852-5754,48 hours in HYDROACTION I/A OWTS -- 6+Tis25ta PEVA 11AP)a8fa3ca169H- .„inuva pro Ei:,fF advance,to schedule inspection(s). , pa+oax afrmrLofu j°D "' - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES KDK+vEL ryxl + PERMIT FOR APPROVAL OF CONSTRUCTION FOR A = NEwu uxD f�+u�p w: P° WoaluvEL lEq PROPOSED SEPTIC PLAN SINGLE FAMILY RESIDENCE ONLY 'aIELpN aWD Wp 'Lrfac_1 =�1' ]xM0]t_ DruvEL IEN .:P m�,: mrm EIt.E _ u•J.�.y.,...... uYafaNu sxw, No®unN,sm„m ♦a3TEnsWDaduvELlEq misa�s. DATE mTnort H.S.REF.No. R-21-0.576 APPROVED_ ��A REVISED PLANS APPROVED-1/3/2024 1 rtr 6;� T= FOR MAXIMUM OF 7 BEDROOMS wNNExra sue:onceDw+TEEExcwxrmm PERMIT EXPIRES-7/27/2025 EXPIRES THREE YEAR FROM DATE OF APPROVAL TEarrlp,E rn: G' KYsvKHUKlO SAFETY SCREENS ARE TO BE INSTALLED AT ALL MANHOLE COVERS WEIGHING LESS THAN 60LB0. ALLPUMPSTOBE ARDYMEDTOC—TROLPANEL DilaMro [� •—,•• �� 6�w Aun v[memme crrTvNan aab,ae+ 2e LOCKING COVER-HOPE 2A•SAFETY SCREEN.NOPE RE NOTE CONTROLPANELS PUMP rua _ ��__.�• W�ci+'e WIRING DIAORMA / VOLUME CALCULATIONS Q A i In g5 . � .Ll D r Z a Vow o a BM1L Cf NA1FFlaL9 � - — �.=� SEE ATTACHMENT(S) —W.--......... — "'�",°'^'+ Y... •+•�`M'"_� REMOTE CONTROL PANEL _ �•� HMu-1�OD)l,120LL c9 g a HYDRO ACTION Al!-EM NYDROACTION AN.BWVOLUME CALCULATION 0 .o. W RIYDRAULICLOADSBOGPDI ✓ mY]L'if !O 6 B Z e.tvm menu u�*o w LvwmuuesNT PUMPDETAILS eL_m m00[=[N[oNv or„ mac[ a t,[aaorr.e - _ a•te,e n. y J IP DISTRIBUTION BOX-HOPE Q 11ONA"RDTOFLON . ROTOROW LEVELING DEVICES OR EQUIVALENT ARE PART NQ•9650� .wa. ` TO BE INSTALLED ON ALL DISTRIBUTION BOX OUTLETS. OWE QU ImPE c ROTOFLOWEQU-HOPE VALVES A,ye[1 a(1L_Yl �M: A tl�+2+sm = wuawrm rtdor°O1iuo IMF .YL '„49nwmn �"[� e•4:NOTED INTERNAL CLEAN OUT •ru'1✓Y".., wFw:� rcn Gnu — ¢ —) aGN ollfl MCTOle N9TALLFG: R1•�ATFAMWBU C_2 ecweur„w2p axa[ucbr[u muA yvuamna wa,[nev[cm •v TI L ORYAINN //J PROPOSED SEPTIC DESIGN ELEVATION ue BUIIOINO BEFORE EMTML n I NOTT TDSCALE ISEEEEPNCELE—IONFORW-4. c'rt.uvw[ >7 BEFORE A(fr,Q61MEP MR 91 EVFAYAFEETOF 6EN'ERINE, n. S.C.T.M. NO. DISTRICT: 1000 SECTION: 81 BLOCK: 1 LOT(S): 18.1 SOUTHOLD BAY y TIE UNES o LOCATION OF PREVIOUSLY EXISTING RET~WALL o FLD-XTFIRII DECK _ IN PROCESS OF BEING REPLACED PURSINNT TD TOWN OF SOUTHOLD LOT COVERAGE 4 � E & TOWN WERANDS PERWT N0.10235 �`. �n (AS PROVIDED BY KATHRYN FEE ARCH.) b`D N 88'5T40" E I.V �1' VIM BULKHEAD 20% = 6533 S.F. MAX h{, 46.97 16 VIN11 BU1IOIFgp W�La S 8984756-E EXISTING: S 88'15'04 W`��0 7IRU CAP �' J l 27611 S.F. VINYL SULKH 23' 6.0 6 ` _ -__ 6.2 GARAGE: � APR 1 1 2024 DECK: 460 S.F. - TOTAL: 3521 S.F. or 10.8% ��, LOGS ro -� PREVIOUSLY LOCATED trzr PREyl0U50 BANK — - _w1TW 50 STk TOP F BANK � ��'1�( DPJG DEPT. PROPOSED: 1 HOUSE: 2576 S.F. TYPICAL slLr . - COVERED PORCHES:1496 S.F. oh' I ,_� SCREEN SECTION ST CEOlE7(TILE FABRIC —'----- 1 / TO SANITARY \\ SWIMMING POOL: 612 S.F. �0� �� Sr APPROX LI IT OF 14 /t STY FRY CLEM r---------, FLOW DIRECTION 12•OAK 10, TEMPORARIL GRADED Dw` � TOTAL: 4897 S.F. or 15.0% it SOIL. T rig Aso ONl 24 OAK 6'F�fRE z W I SWIMMING POOL TOTAL AREA OF DISTURBANCE: 22,450 S.F. e�cKRUM TEDRENN'cx .� PIPE \ 1 - 10•„e1 � �OUSHEp � �16- � �� I I EXISTING GROUND 10 DAK 1h / & 20 �� --------J N 14'OAK y 10'OAK y I OAK Z --- 4 I-------------- ` . - ZONE VE(EL 21) 12"OAK 10• / L _ I /1� m ----- ---- 18• EXISTING , LAND N/F OF FLOOD ZONE BOUNDARY� Y 0 10" it �Y - - -J- �� 1a/ I 2 STY DWELLING MARY ZUPA ZONE X TO BE�HED 3 oI DWELLING W/PUBLIC WATER p �10.OAK __ 12' I p �. I A/O Lli L------ - r----J 150' f t6' p, P. °-1 ml R I I O LAND N/F OF L--------- DWEWNGS --I II.. .. -------T r----------------------- 0 37' I I I 10, JOSEPH MAZZZA W/PUBLIC WATER I I I I z I 1I 20 RCH m DOOR 4R s.'..6• ,. LOT 3 150' WASTE WATER 14' 110 ED 12 QAKSWIMMING POOL h DPoV E O.9'W . J I I IE `z':::::::: `PRQPCI ED''T::i s':.::....::::::: :ii: -- J I SHED: . ..::::.::� d -J EXISTING 5' '.....:' AND 2-STORY L---J I 2 STY. DWELLING I ate............. :m ...107OAKSINGLE F MILY T''' i'` :' 'F9� I I ......... - 1- RYC'::. QA7f::<':;'?'':.'?... I I 0.2'W LPROOPP. �,... RESIDENT ..:. 8'OWC F F,:EI�EY2�0'.:: . PROJECT LIMITING SILT FENCE AREA OF DISTURBANCE 22,450 S.Ft 151 OAK :::::: 14.E '10.6' /14, Co 34.62• POR H `D \ L---------------------J in \s D.W /R (2 1 '-O'0x8'-0,'DE 1 n� 1q\' L�A HI G POOLS �W \ o HYDROACTION 'P. 0L. \ w PIPE \ l ANB00 \ PR OSE[2 O \ ` L PERVIOUS GRAJ� PRE-EXISTING NATURAL GRADE = ELEV 17.2 \7� EX 17-� �\ DR P�q KINGAjB "CALCULATED USING THE NATURAL GRADE I \5746� h \ _ ADJACENT TO THE CORNERS OF THE PROPOSED DWELLING \4;3„ \ 16 �� 17 z �� LAND N/F OF \ 16 MARY ZUPA t1 16 FEMA MAP#36103C0167H I ACCESS vuAPRESCRIPTIVE G 15 15 15—_ THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 14 F� LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS I D7�j ONE U� M. 13 13 14 ELEV.ROWN 0 AND OR DATA OBTAINED FROM OTHERS. 12 7,3 \ 1� OIL SANDY LOAM 0'4' / I I1 \ "J AREA: 32,665 S.F. or 0.75 ACRES ELEVATION DA7UM: NAVDHB I —� _1p 1�8 BROWN 1: \ \ `4 P E 3�8 [}� SM LOAMY SAND 2.4' UNAUTHORIZED AL7ERA770N OR ADD17ION TO THIS SURVEY IS A WO1A71ON OF SECTION 7209 OF THE NEW PORK STATE EDUCA77ON LAW. COPIES OF THIS SURREY O f DRIVEWAY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN N M• •�. /�/� 4{ BROWN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION / U,P. ti MEDIUM LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. HYD. FOG SP SAND 3.3' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEanC PURPOSE AND USE THEREFORE THEY ARE \ �' f OF Pq & NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDI770NAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS -� 14DfiyT GRAVEL AND/OR SUBSURFACE S7RUC1`URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:DESCRIBED PROPERTY & LOT 4 CERTIFIED TO: PECONIC RIVER LLC; \ 9.3' \ WA7fA, ••` MEDIUM MAP OF: PARADISE POINT SEC. 1 ADVOCATES ABSTRACT INV.; \ \ �/N SW SAND D FILED:ARP. 1 1 th, 1963 No. 3761 WESTCOR LAND TITLE INSURANCE SERVICES; DWEWNGS W/PUBLIC WATER \ \ GRAVEL SITUATED AT:BAYVIEW ADD AVERAGE GRADE 03-19-24 0 \ \ WATER IN WATER EL 1.6 Tom OF.- SOUTHOLD \ � SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED NEW BULKHEAD SW & GRAVEL f Professional Land Surveying and Design LOCATE NEW BULKHEAD 10-23-23 FEB. 14, 2020— 17 +' P.O. Box 153 Aquebogue, New York 11931 TREE LOCATION 04-19-21 K. WOYCHUK LS FILE 11119-162 SCALE: 1"=30' DATE:DEC. 11, 2019 N.Y.S. LISC. NO. 050882 PHONE (531)298-1588 FAX(631) 298-15M ADD ADJOINING HOUSES 01-19-21 S.C.T.M. NO. DISTRICT: 1000 SECTION: 81 BLOCK: 1 LOT(S): 18.1 SOUTHOLD BAY TIE LINES o LOCATION OF PREWOI/SLY Dfb m RETNNING WALL o FLO x7NRU DECK v w PROCESS OF Bm REPIAOED PURSUW To TOWN OF SOUTHOLD LOT COVERAGE 59 E MHW & TM METIAtDS PERMIT N0.10235 (AS PROVIDED BY KATHRYN FEE ARCH.) ��'V`' N 88'57'40- E\�6�\6`�, BULKHEAD 20% = 6533 S.F. MAX EXISTING: k{� 46.97 KNIT BarKNE1p W a>HRu GAP S 8T� g• HOUSE: 2300 S.F. S 8✓T1 8�'W �O TM 6µ TW 62 GARAGE: 761 S.F. VINYL BULKH w DECK. 460 S.F. 6.0 TOTAL: 3521 S.F. or 10.8% m PROPOSED: a ToOPUSL LOG RETA/NI T►v 15.0 0 PREVIOUSLY OPOUF BANK PRE'f OFi WALL BW 12.2 — STK HOUSE. 2576 S.F. STK DECK: 1293 S.F. COVERED PORCHES: 416 S.F. o SWIMMING POOL- 612 S.F. x z TOTAL: 4897 S.F. or 15.0% i TOTAL AREA OF DISTURBANCE: 22,450 S.F. PIPE SILT FENCE I E �o 3W I 2 LOT 4 ZONE VE(EL 21) I m LAND N/F OF FLOOD ZONE DOUNWRY F MARY ZUPA ZONE X 40' STEP 3' DWELLINGm e W/PUBUC WATER O o°osEo of e m °Re,e .,ss . D. 150, n„u�a No LAND N/F OF DWELLINGS 10• JOSEPH MAZZZA W/PUBUC WATER POOL WASTE WATER 20 LOT 3 150' rn o� coeneo ......... .. .::.xo e �.ac ........... .... ............ ....... ............ 0.9 W POOL EQP. 20•.:::::::: a:::::: SHED: � FOUNDATION:: ® ® LOCATION: : ..... :::rl PROP. 05-20-24 0.2'W LP GAS . ..... PROJECT LIMITING SILT FENCE 10' ??:20'??: 'go'. : :?: :::(;:?:(::?:::,::: iii?:ii iiiii(Ci:iiiC�i: :::::::.:::. .::: AREA OF DISTURBANCE 22,450 S.F.t ::.:�:::':::'::'::'::':'::::.: .......:.:............ ::: O D W COVERED 4.0' POR H I N c Qr- (2)1 '0 x 8'-0"DE LEA HI G POOLS D.W PIPE AN800 ACTION D.P. OL J PROPOSED C L PERVIOUS GRAVEL PRE—EXISTING NATURAL GRADE = ELEV 17.2 DRIVEWAY AND 0 "CALCULATED USING THE NATURAL GRADE I S 7¢��423 ON. PARKING ADJACENT TO THE CORNERS OF THE PROPOSED DWELLING I LAND N U OF MARY FEMA MAP#36103CO167H I ACCESS VIAZPA PRESCRIPTIVE G THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL EASEMENT LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS I OIgT/STONE / U.P. W.M. O AND OR DATA OBTAINED FROM OTHERS. l.. NAVD88 AREA: 32,665 S.F. or 0.75 ACRES ELEVA710H DATUM UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA7701V OF SECTION 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY O PIPE MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN /W.M• ` ASIN �U P ti ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7I7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON HYD LISTED HEREON, AND 77 THE ASSIGNEES OF THE LENDING INS717UTI0N, GUARANTEES ARE NOT TRANSFERABLE. E THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE •� DCE OF PAVE NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7TQN 04 OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AD uEA? AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 7IME OF SURVEY SURVEY OF:DESCRIBED PROPERTY & LOT 4 CERTIFIED TO: PECONIC RIVER LLC; �" _ MAP OF: PARADISE POINT SEC. 1 ADVOCATES ABSTRACT INV. \ wAR / \ FILED:ARP. 11 th, 1963 No. 3761 WESTCOR LAND TITLE INSURANCE SERVICES; DWELLINGS � W PUBLIC WATER MAY 2 4 2024 SITUATED AT:BAYVIEWSOUTHOLD FND. LOC. 05-21-24 150' TOWN OF: S ADD AVERAGE GRADE 03-19-24 � � • SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 02-07-24 Professional Land Surveying and Design LOCATE NEW BULKHEAD 10-23-23 KF c,Cp P.O. Box 153 Aquebogue, New York 11931 TREE LOCATION 04-19-21 PILE 19-162 SCALE: 1"=30' DATE:DEC.779 N.Y.S. LISC. No. 050882 PHONE (em)P9e-ie96 FAX (e31) 20e-1ee8 ADD ADJOINING HOUSES 01-19-21 S.C.T.M. NO. DISTRICT: 1000 SECTION: 81 BLOCK: 1 LOT(S): 18.1 LOCATIM OF PRLMWRY iNSrdgG RUTAW WALL M PROCESS OF BEING ROUM PURSUANT TO Y TOM WEI"S PEW Na10235 BA E E p E SoUT�oLD r S a747'S6� E VINYL SULK 0 •F, TW 6.2 Ap x4$ CK , ll W THRU CAP A G 2 9 2025 o flp TNT�51��d" E ab,�o�,� — „ 6. y / o m ,s.o x Town Of�c�utf;old W y o BW 12.2 150 // TIMBER RETAININGWALL, � B yCHEAD 6� N?'i 4.6N f POSTN7IRE FENCE AVEL iv 0.VE STONE 1 LOT DR'I S(JFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WALL � SEASONAL BATHROOM WELL N �'• CONSTRUCTED p g c g c WORKS P��y{�p 7'� PIPE i ,9 LAND NAM OF APPROVAL O 1.�ONS RUCTED FP WORKS (-Oil. N 1' ` TR LLIS OVER JOSEPLOTNAZZZA OU R KITCH ASINGLE FAMILY RESIDENCE 21) / � oEpOc°x zp+,,1E ¢ :::::•:•:;::; .......... HONER o Date-- --9/22/2025--- I �` R-21-0576 0pD9w 8 '::::1N&�OS,.. .� r.....: .. ,8 rng:. GAT 36............ ...... ..... 5.:.:....:... �� OZONE oo m :. . :.:.:-::•:::•.�0�:::�:�::�:�::�:�. o -nie sE,,va'. e disposal and water s,l l facilities at this location have freer] f� � LAND N/F OF _ pox :,58::•::::;• .......:::::•': ,..::::.:GE inspedied aT1dioi- certified by roil Department Qr other agencies and Soltnd MARYZUPA .,a•2•::•:>s:.:::: :::::::•:.:::::::::::::::::::::.::.GPW`::::::.n r ERE o:::• :... ......:....... r to .�J' fidtt`t CE'E - f - 7 R C C�pEGK� 2a .......::......•::::C;;:::: FRp1fiE '`. :;: e s y FOR MAXIMUM .�f .-_-- PBEDR MOMS. :...:::::::... . o q >;:•i:::(.::::.:•: i::•2S��NGS�'ti.Ifr:•:ti^:i•:�a':•i:':i:i•: '•i:'ti•:^i. 33.7' ..:::..20:......� ............................ .................. ....................................... ... g::... .. z 3s.1 :. p ................ ................................... �1 2D' c ::::'W::.e.a 'o:.... �,:. .,� D Gtttc? Of 1NaS10d^a2ter MB112griliC?ilt mo OP o :•::::. 2'�`' Q°� o DIRT 0. 2 SANITARY LOCATION I D.P. OL P1 g DRIVEWAY Y S.T. D.P.D. L.P.1 IL.P.21 AN800ACTION p M Cr a L.P.2 o O A 45' 51.9 73' 60' 1u `r BELG.BLCU ELEC. 4(2)10'-0"0 x 8'-0"DEEP FEMA MAP#36103C0167H a aa' 37' zz' 3a' e�E ` GAS GAS P LEACHING POOLS O THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL �F WITH OFFSET RISER �y LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS PIPE E-�E_E--E—E� 378_f AND OR DATA OBTAINED FROM OTHERS. S 74°24'23"E MON. WM 178.48' PIPE NAVD88 'd U P AREA: 32,665 S.F. or 0.75 ACRES £LEVAnav DATUM: E � GUY U.P. W.v. UNAUTHORIZED AL1ERAnON OR AODInON TO THIS SURVEYIS A NOLAnON OF SECl/ON 7208 OF THE NEW YORK STALE EDUCAnON LAW. COPIES OF THIS SURVEY LANs pitese P / EDGE OF PAVEMENT MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN VW DIRT/STONE ONLY 70 7HE PERSON FOR WNCA1 THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSn7U77ON ACCE� c MEN / LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS777U710N, GUARANTEES ARE NOT TRANSFERABLE. �• W BASIN ROAD THE OFFSE7S OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TV THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE _�1_____ NOT INTENDED 70 MONUMENT THE PROPERTY ONES OR TO GUIDE THE EREC77ON OF FENCES, ADDVnONAL S7RUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS W AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHY57CALLY EVIDENT ON THE PREMISES AT 7HE nME OF SURVEY W WATER MAIN W SURVEY OF:DESCRIBED PROPERTY & LOT 4 cr*. CERTIFIED To: PECONIC RIVER LLC; I / HYD• MAP OF.PARADISE POINT SEC. 1 ADVOCATES ABSTRACT INV.• FINAL SURVEY 07-25-25FiLEo:ARP. 11 th, 1963 No. 3761 GWESTCOR LAND TITLE INSURANCE SERVICES; FND. LOC. 05-21-24FND. LOC. 05-21-24SITUATED AT:BAYVIEW 0 ADD AVERAGE GRADE 03-19-24 Tom OF:SOUTHOLD F o REVISED 02-07-24 os0882 Ja SUFFOLK COUNTY, NEW YORK 1' KENNETH M ROYCHUK LAND SURVEYING, PUC 2s F Professional Land Surveying and Design LOCATE NEW BULKHEAD 10-23-23 � 11 11 P.O. Box 153 Aquebogue, New York 11931 TREE LOCATION 04-19-21 FILE IE19-162 SCALE: 1"=30' DATE:DEC. 11, 2019 N.Y.S USC. NO, 050882 PHONE (631)298-1688 FAX(631) E98-1588 ADD ADJOINING HOUSES 01-19-21 Generated by REScheck-Web Software Compliance Certificate Project 450 Basin Road Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 5,560 ft2 Glazing Area 25% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Deslgner/Contractor: 450 Basin Road Kathryn Fee Architect Southold,NY 11971 69C Main Street Sag Harbor,NY 11963 Compliance: Passes using UA trade-off Compliance: 12.7%Better Than Code Maximum UA: 973 Your UA: 849 Maximum SHGC: 0.4.0 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. Enve1Q®e Assemblies Gross Area Assembly or Cavity Cont. Prop. Recl. Prop. Req. Perimeter Ceiling:Cathedral Celling 2,889 38.0 0.0 0.027 0.026 78 75 Wall:Wood Frame, 1610"o.c. 5,339 27.0 0.0 0.051 0.060 204 240 Door 1:Solid Door(under 50%glazing) 36 0.140 0.320 5 12 Door:Glass Door(over 50%glazing)SHGC: 0.30 360 0.300 0.320 108 115 Window:Vinyl Frame 941 0.300 0.320 282 301 SHGC:0.30 Wall-Partition:Wood Frame,16"o.c. 276 27.0 0.0 0.051 0.060 13 15 Door 2:Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Floor over Garage:Ail-Wood joist/Truss 627 30.0 0.0 0.033 0.047 21 29 Basement Wall:Solid Concrete or Masonry Wail height: 10.0' 2,550 0.0 14.0 0.042 0.059 103 144 Depth below glade: 10.0' Insulation depth: 10.0' Window:Vinyl Frame SHGC: 0.30 108 0,300 0.320 32 35 Project Title:450 Basin Road Report date: 01/26/24 Data filename: Page 1 of10 CompUance Statement: The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has bee &signed to meet the 2018 IECC requirements In REScheck Verslon : RESrcheck-Web and to complywith the mandato require a Isted In the REScheck Inspectlo Checc list. A.'A 2 0.2 SOr Name-Title SMnature Date Project Title: 450 Basin Road Report date: 01/26/24 Data filename: Page 2 of10 I REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0%were addressed directly in the REScheck software Text In the "Comments/Assumptions" column is provided by the user In the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that Is documented,or that an exception Is being claimed.Where compliance Is itemized In a separate table,a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Re .I D . 103.1, lConstruction drawings and ' {❑Complies ;Requirement will be met. 103.2 documentation demonstrate {❑Does Not I [PR1]1 energy code compliance for the t : !building envelope.Thermal f {❑Not Observable , envelope represented on {❑Not Applicable ; construction documents. ; 103.1, Construction drawings and {C]Complles ;Requirement will be met. 103.2, ,documentation demonstrate 1❑Does Not 403.7 lenergy code compliance for [PR Righting and mechanical systems. ,❑Not Observable 'Systems serving multiple ;❑Not Applicable ; ,dwelling units must demonstrate ; (compliance with the IECC { (Commercial Provisions. , 302.1, ;Heating and cooling equipment Is; Heating: ; Heating: ;[7Complies ;Requirement will be met. 403.7 isized per ACCA Manual S based Btu/hr I Btu/hr (❑Does Not i [PR2]2 on loads calculated per ACCA ; Cooling: ; Not Observable Manual J or other methods ; Cooling:t� Ih u/tBr approved by the code official. 1 f 13u/ '❑Not Applicable ; Additional Comments/Assumptions: 1 Hlgh Impact('filer 1) 2 Medlum Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 450 Basin Road Report date: 01/26/24 Data filename; Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection&Re .11) Value Value Compiles? Comments/Assumptions 402.1.1 Conditioned basement wall ; R- R- ;OComplles :See the Envelope Assemblies [FO4]1 Insulation R-value.Where Interior' R- R-_ !❑Does Not ;table for values. 0Insulation Is used,verification ; ;❑Not Observable may need to occur during Insulation Inspection.Not !❑Not Applicable ;required In warm-humid locations; ; I In Climate Zone 3. 303.2 ;Conditioned basement wall ;❑Complies ;Requirement will be met. [FO5]1 I Insulation Installed per ❑Does Not !manufacturer's Instructions. l []Not Observable ONot Applicable ; 402.2.9 !Conditioned basement wall I ft ft ;❑Complies ;See the Envelope Assemblies [F06]1 Insulation depth of burial or i ❑Does Not ;table for values. distance from top of wall. i ' i ! 11[JNot Observable t !❑Not Applicable 303.2.1 �A protective covering is Installed ❑Complies ;Requirement will be met. [F0 i ,to protect exposed exterior ! ❑Does Not I Insulation and extends a I ' minimum of 6 In. below grade. ❑Not Observable i ` ONot Applicable 403.9 ,Snow-and Ice-melting system ❑Complies ;Requirement will be met. [F012]' !controls Installed. El' Not . . � . .. ❑Not Observable i ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medlum Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 450 Basin Road Report date: 01/26/24 Data filename: Page 4 of10 Section Plans Verifled Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .[D 402.1.1, ,Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Nottable for values. (FR1]1 I I 11(]Not Observable I ;❑Not Applicable ; 402.1.1, !Glazing U factor(area-weighted I U- ; U- ;©Complies ;See the Envelope Assembt/es 402.3.1, (average). I❑Does Not ;table for values. 402.3. I ; 402.5 3, ' !UNot Observable [FR2I1 ' I ; ;❑Not Applicable ; 303.1.3 -factors of fenestration products :>`: ?. >�L' =Y: pComplles ;Requirement will be met. [FR411 fare determined In accordance ❑Does Not with the NFRC test procedure or Itaken from the default table. ❑Not Observable I ❑Not Applicable ; 402.4.1.1 !Air barrier and thermal barrier ElComplies ;Requirement will be met. [FR2311 Installed per manufacturer's 1 []Does Not J Instructions. I ' ❑Not Observable I ❑Not Applicable ; 402.4.3 I Fenestration that Is not site built '❑Compiles ;Requirement will be met. [FR2011 Is listed and labeled as meeting ❑Does Not I AAMA/WDMA/CSA 101A.S.2/A440 !or has Intlltratlon rates per NFRC ❑Not Observable 1400 that do not exceed code UNot Applicable ; limits. , 402A.5 IC-rated recessed lighting fixtures ❑Complies :Requirement will be met. [FR1612 I sealed at housing/Interiorfinish I ❑Does Not }and labeled to Indicate s2.0 cfm ;leafage at 75 Pa. ❑Not Observable i ❑Not Applicable ; 403.3.1 I Supply and return ducts in attics ❑Compiles ;Exception:Ducts located [FR12]1 Insulated >= R-8 where duct Is ❑Does Not completely inside the >=3 Inches In diameter and>_ ;building envelope. I R-6 where<3 Inches.Supply and i❑Not Observable , I return ducts in other portions of ;❑Not Applicable ;the building insulated >=R-6 for i `diameter>=3 Inches and R-4.2 (for<3 Inches In diameter. 403.3.2 1 Ducts,air handlers and filter : . ❑Complies ;Requirement will be met. [F111311 i boxes are sealed with -: ❑Does Not ;Joints/seams compliant with ;International Mechanical Code or I' .. C]NotObservable ; I International Residential Code,as J❑Not Applicable I applicable. I ; , 403.3.5 {Building cavities are not used as OComplies ;Requirement will be met. [FR15]3 I ducts or plenums. []Does Not {� �ONot Observable Not Applicable ; 1 High Impact(ller 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:450 Basin Road Report date: 01/26/24 Data filename: Page 5 of10 Section iPlans Verified Field Verified Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions ' & Re .ID 403.3.7 Ducts declared to be within the ❑Compiles Requirement will be met. [FR28]3 l conditioned space are either 1} I. ❑Does Not completely within the continuous { { ,air barrier and within the building I' .[]Not Observable {thermal envelope,2)buried i ;❑Not Applicable ;within ceiling Insulation in { i {accordance with Section IR403.3.6 and the air handler is 1 located completely within the continuous air barrier and within the building thermal envelope and the duct leakage Is<=1.5 I I cfm/100 square feet of -: r•. ...:........: ::,;:..;::.:.;::.;.;.:..>.:..,.,,.;.# (conditioned floor area served by , the duct system,or 3)the ceiling ; I Insulation R-value Installed ; ,against and above the Insulated i t duct>=to the proposed ceiling I !Insulation R-value,less the R- !value of the Insulation on the { 403.4 HVAC piping conveying fluids 1 R- R- ;❑Compiles :Requirement will be met. [FR17]2 l above 105 OF or chilled fluids ; T]Does Not ,below 55 OF are insulated to aR- ; i 3. UNot Observable I ;❑Not Applicable 403.4.1 ;Protection of Insulation on HVAC ❑Compiles I Requirement will be met. [FR2 in P p 4]1 I I 9• ❑Does Not .: ❑Not Observable I ❑Not Applicable ; , 403.5.3 {Hot water pipes are Insulated to R- I R- :❑Complies :Requirement will be met. [FR18]2 12!R-3. i I IL7DoesNot I I I ;❑Not Observable ' I ;❑Not Applicable 403.E 2 Automatic or gravity dampers area ❑Complies ;I Requirement will be met. [FR19] I Installed on all outdoor air ;. ❑Does Not i R Intakes and exhausts. l : l•: }❑Not Observable : I I ,[]Not Applicable Additional Comments/Assumptions: 11 Hlgh Impact(Tier 1) 2. Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title:450 Basin Road Report date: 01/26/24 Data fllenarne: Page 6 of10 Section Plans Verified Field Verified # insulation Inspection Value Value Complies? Comments/Assumptions 6�Req.ID 303.1 All installed Insulation Is labeled RComplies (Requirement will be met, [IN13]2 - �or the installed R-values _ R❑Does Not provided. , UNot Observable I 113Not Applicable 1 402.1.1, !Floor Insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ;❑ Wood ;❑Does Not Itable for values, [IN111 ❑ Steel ;❑ Steel UNot Observable ;❑Not Applicable ; i 1 i 1 1 1 1 1 i 303.2. !Floor Insulatlon Installed per ❑Complies ; 402.2.8 manufacturer's Instructions and ❑DOeS Not [IN211 !In substantial contact with the 1 underside of the subfloor,or floor 1 ""Not Observable Iframing cavity insulation is In ❑Not Applicable ; ;contact with the top side of isheathing,or continuous 1 Insulation is installed on the 1 ; ,underside of floor framing and 1 ;extends from the bottom to the ;top of all perimeter floor framing 1 1 members. 402.11, Mall Insulation R-value.If this Is a! R- ; R ;[]Complies ;See the Envelope Assemblies 4022:5, 1 mass wall with at least"A of the :❑ Wood ;❑ Wood ;[]Does Not 1 table for values. 402:2.6 wall Insulation on the wall 17-1[IN311 1 exterior,the exterior Insulation Stee ;❑ Mass ❑Not Observable �j !requirement applies(FR10). ❑ ;❑ Steel !❑Not Applicable 11 1 1 1 1 1 1 1 1 1 1 1 303.2 Mall Insulation Is Installed per ❑Compiles ;Requirement will be met. [IN, !manufacturer's Instructions. ❑Does Not ❑Not.Observable ; ;❑Not Applicable Additlonal Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 450 Basin Road Report date: 01/26/24 Data fllename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, ;i Celling Insulation R-value. R- ; R- :❑Complies ;See the Envelope Assemblles 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;amble for values. 402.2.2, ' ❑ Steel ' 402.2.6 ; ,❑ Steel Observable ; [Fill' j :ONot Applicable ! ; ; 303.1.1.1,lCelling insulation Installed per ` i0compiles ;Requirement will be met. 303.2 !manufacturer's Instructions. ❑Does Not [Fi2]' Blown Insulation marked every �. I ,300 ft2. ❑Not Observable ; j []Not Applicable 402.2.3 (Vented attics with air permeableC]Compiles l [F12212 !Insulation Include baffle adjacent ito soffit and eave vents that ; ❑Does Not ;not applicable, ableequlrement Is 1(extends over Insulation. ! ❑Not Observable ,; l ( ❑Not Applicable 402.2.4 ,Attic access hatch and door ; R- R- 1❑Complies ;'Requirement will be met. [Fl3p I insulation zR-value of the ❑Does Not ;adjacent assembly. ; ; ;❑Not Observable ' ;❑Not Applicable ; 402.4.1.2 ;Blower door test®50 Pa. <=5 ; ACH 50= ; ACH 50= ;❑Complies ;Requirement wl11 be met. [FI171' lath In Climate Zones 1-2,and i ;❑poes Not <=3 ach In Climate Zones 3-8. , ;❑Not Observable , ;❑Not Applicable 403,3.3 Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Exception:All ducts and air (FI27]1 determine air leakage with 1 ft2 ; ft2 ;❑Does Not chandlers are located within either:Rough-in test:Total ; ; !conditioned space. i ;leakage measured with a ; 1❑Not Observable }pressure differential of 0.11nch ; ,ONot Applicable w.g.across the 3 he manufacturer's air handieem r ' !enclosure If Installed at time of ; test.Postconstructlon test:Total ' 'leakage measured with a ; !pressure differential of 0.1 Inch ; lw.g.across the entire system l 'Including the manufacturer's air ; ' ; ! handier enclosure. l ; 403.3.4 'Duct tightness test result of<=4 ; cfm/100 ; cfm/].00 ;❑Complies ;Exception:All ducts and air [F14]' !cfrrl/100 ft2 across the system or 1 ft� ! ft2 ;❑Does Not !handlers are located within <=3 cfm/100 ft2 without air i 'conditioned space. I handler @ 25 Pa.For rough-In ! ,❑Not Observable tests,verification may need to i �,❑Not Applicable ,occur during Framing Inspection. I 403.3.2.1 `Air handler leakage designated ❑Compiles ;Requirement will be met. [FI24]1 1 by manufacturer at<=2%of ; ❑Does Not ! design air flow. ` I #❑Not Observable ; ! i❑Not Applicable 403.Z.1 !Programmable thermostats ❑Complies !Requirement will be met. [F19] I Installed for control of primary ❑Does Not ! ;heating and cooling systems and ❑Not Observable Initially set by manufacturer to code specifications. ❑Not Applicable ! 403.1.2 !Heat pump thermostat Installed .. ❑Complies !Exception., Requirement Is [Fi1012. .. ton heat pumps. ❑Does Not !not applicable. j ❑Not Observable ' i❑Not Applicable 403.5. Circulating service hot water �:. ❑Complies ;Requirement will be met. [Fill] systems have automatic or 1::..:' ❑poes Not accessible manual controls. (`•... .,❑Not Observable l i j❑Not Applicable 1 1HIgh Impact(Tier 1) 2 Imedium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 450 Basin Road Report date: 01/26/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Compiles? Comments/Assumptions &Re .ID 403.6.1 IAII mechanical ventilation system; ;[]Complies ,Requirement will be met. [FI25]2 'fans not part of tested and listed ;❑Does Not ;HVAC equipment meet efficacy [. ❑Not Observable and air flow limits per Table ; , j R403.6.1. ' ❑Not Applicable 403.2 Hot water boilers supplying heat ;❑Compiles ;Requlrement will be met. [FI26]2 through one-or two-pipe heating 1 ;❑Does Not systems have outdoor setback 1 1 ,control to lower boiler water ❑Nok Observable temperature based on outdoor ❑Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems _;,•:.;:<;:k.::.. : ; ; :;:,,: .;:.at; '-.10Complies ;Requirement will be met. [F1281 have a circulation pump.The ;❑Does Not !system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply ,pipe.Gravity and thermos- []Not Applicable ;syphon clrculatlon systems are not present.Controls for # ; circulating hot water system 1 pumps start the pump with signal ifor hot water demand within the I ), !occupancy.Controls ;automatically turn off the pump ; when water Is In circulation loop { i I Is at set-point temperature and 1 no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ;❑Complies ;Requirement will be met. [FI2912 !comply with IEEE 515.1 or UL ! ;❑Does Not 1515.Controls automatically , l ❑Not Observable ,adjust the energy Input to the I !heat tracing to maintain the :,[:]Not Applicable Idesired water temperature In the ! ; (piping. (( 403.5.2 Demand recirculation water 1❑Compiles ;Requirement will be met. [1713012 'systems have controls that 111Does Not manage operation of the pump ; ; i and limit the temperature of the ,❑Not Observable )water entering the cold water ❑Not Applicable piping to<=1049F. ; 403.5.4 Drain water heat recovery units , "•.'.,❑Complles ,Requirement will be met. [F131]2 tested In accordance with CSA ' 1❑Does Not B55.1.Potable water-side pressure loss of drain water heat []Not Observable ;recovery units<3 psi for ❑Not Applicable •;individual units connected to one Ior two showers. Potable water- i aside pressure loss of drain water heat recovery units< 2 psi for Individual units connected to I :. ,three or more showers. 404.1 !90%or more of permanent ` . ❑Complles ;Requlrement will be met. [FI61' lfixtures have high efficacy lamps. . ❑Does Not I❑Not Observable I ONot Applicable ; 404.1.1 Fuel gas lighting systems have i= :❑Complles ,Requirement will be met. [F12313 I no continuous pilot light. < . 113Does Not �Nfi :vf<i i,?,�'?�°:".�uT'i.:'«»l•::;.;r;:h'.ia.;•{'yXt':'..3i.;;il".S:Li:i I ❑Nat Observable ❑Not Applicable 401.3 ,Compliance certificate posted. (: ;. I❑Complles ;Requirement will be met. [FI7]2 I - !❑Does Not ! r I❑Not Observable ! ❑Not Applicable 1 JHIgh impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: 450 Basin Road Report date: 01/26/24 Data filename: Page 9 of10 Section Plans Verified Field Verifled # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 3033.3 Manufacturer manuals for ❑Compiles ;Requirement will be met. [FI18]3 mechanical and water heating I❑Does Not ;systems have been provided, i i 3❑Not Observable IONot Applicable Additional Comments/Assumptions; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title;450 Basin Road Report date; 01/26/24 Data filename; Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Above-Grade Wall 27.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): D. . Window 0.30 0.30 Door 0.30 0.30 Cooling Heating System. Cooling System: Water Heater. Blame: Date: Comments i IEF — INSIDE EDGE OF FORMS IEG — INSIDE EDGE OF GUNITE DIMENSIONS ARE TO GUNITE COPING OVER HANGS GUNITE 1 4" 2x12" COPING COVER TRACK 39'-5" IEF MORTAR4 - 38'-11" IEF 37'-9" IEF (2) #4 BARS Ll F (1 ) #4 BAR 6" CERAMIC TILE 'y`" � . I POOL LAYOUT 101" BEAM �' SCALE: 1/4 = 1 —0 #3 BARS 12" 9" WALL 0.C. E.W. ° 12' � 12' 6'-10j" t~ G INTERIOR FINISH J � W s > s A i M N 00 SIDE WALL DETAIL _ SCALE: 1" = 1'-0" x ° © B s t 7'-6" o ip iD ' 18" STEP N r r OPEN END OF VAULT 36'-1" IEG 36'-1" 20' 6.-1" 10' THERE ARE NO DEEP o SUCTION INTAKES IN THIS POOL � (2) #4 BARS CONTINUOUS ``� 14" WATERLINE 6" GUNITE FLOOR EC TION A #4 BARS 12" O.C. E.W.S SCALE: 1/4" = 1'-0" 6" BACK AND END WALLS — a OTI6" CERAMIC TILE N 6" DAM WALL, #4 BARS #4 BARS 12" O.C. E.W. WITH #4 SECTION B VERTICAL ALTERNATES AT DEPTHS #4 BARS 12" O.C. OVER FIVE FEET SCALE: 1/4" = 1'-0" . .. SYMBOL KEY 5 '° 15 2° 6i„I I I I I I I I I I I I I I I I SKIMMER — 2" PORT (2) SCALE: 1/4" = l'—O" Y GUNITE ELEVATIONS DIRECTIONAL RETURN (3) 9" WALL — 1ST f. GENERAL SPECIFICATIONS ® VGB COMPLIANT DRAIN (2) 1ST STEP (14 WIDE) 7 BELOW BEAM �-`o 6 � ` LED NICHELESS LIGHT 3 2ND STEP 12" WIDE 16 " BELOW BEAM Z `4_`=vv"�-' ( ) ) DIMENSIONS: 17'-0" x 36'-0" o E�Effi SPA JET (6) 3RD STEP (12" WIDE) 264" BELOW BEAM " " SURFACE AREA: 612 SQ. FT HARTFORD LOOP (1 ) 4TH STEP (12" WIDE) 35A" BELOW BEAM „ V) VAULT SECTION FLOOR RETURN (5) FLOOR AT STEPS 45j" BELOW BEAM TANK VOLUME:ERIMETER: 616 250 GALLONS I SCALE: 1" = 1'-0" ' N I V) JOHN TEUFEL, PE IMPERIAL GUNITE VITAL HABITATS 5so TEUFEL BUILDING DESIGNS, INC. P 0 0 L LAYOUT a 59 PRIMROSE LANE OAKDALE NY 117 6 0 450 BASIN ROAD P- 1 J NORTH 51B6 B658-8YLON 87111703 631 - 244 - 0073 � PROFILE SOUTHOLDNY � 7Apr24 NOTES: (1 ) THIS DESIGN IS BASED ON A DRAINAGE SOIL WITH LESS THAN 10% SILT. COPING OVER HANGS GUNITE 1 " GROUNDWATER SHALL NOT EXIST WITHIN THE LIMITS OF THE EXCAVATION. IF NOTES: 2x12" COPING COVER TRACK GROUNDWATER DOES EXIST WITHIN SIX FEET BELOW GRADE, SPECIAL INSTALL PIPE MINIMUM 10 INCHES BELOW BEAM. MORTAR D E WA TE R I N G FACILITIES WILL BE CAULK/SEAL PIPE INTERFACE PRIOR TO PLASTER. REQUIRED. WATER DISPOSAL IS LIMITED MINIMUM 1—V PIPE LENGTH IS 14 INCHES. r TO THE OWNER'S PROPERTY. USE ONLY SWEEP ELBOWS IN ELECTRICAL CONDUIT. (2) #4 BARS (2) NO SURCHARGE WILL BE ALLOWED ALLOW 24 INCHES OF SLACK WIRE BEFORE TRANSFORMER (1 ) #4 BAR WITHIN 4 FEET OF SHALLOW END AND 6 CONNECTIONS. 76" CERAMIC TILE FEET FROM DEEP END. USE INTERMATIC TRANSFORMER PX-100 OR PX-300 10j" BEAM DEPENDING ON NUMBER OF LIGHT UNITS INSTALLED. NO SEPARATE GROUNDING WIRE REQUIRED. #3 BARS 12" (3) THE PNEUMATICALLY APPLIED EACH NICHELESS LIGHT REQUIRES 14 WATTS AND 1.2 AMPS. 9 WALL x, 0.C. E.W. CONCRETE, (GUNITE) SHALL BE A MINIMUM MAXIMUM NICHELESS CORD LENGTH IS 100 FEET.. MIX OF 1: 5 WITH A MAXIMUM OF 3.5 LIGHTS MUST BE INSTALLED BY LICENSED ELECTIRICIAN GALLONS OF POTABLE WATER PER 98 IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. INTERIOR FINISH LBS. OF CEMENT. SEE JANDY INSTALLATION AND USERS GUIDE FOR ADDITIONAL INFORMATION.(1 ) REINFORCEMENT STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR DIAMETERS. SIDE WALL DETAIL (2) POOL WATER SUPPLY BY OWNERS 12 VOLT SCALE: 1" = 1'-O" GARDEN HOSE, FILL SPOUT OR AUTOMATIC TRANSFORMER FEEDER. (3) PUMP CAPACITY IS TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. POOL IS TO BE KEPT FULL DURING FREEZING TRANSFORMER WEATHER. \\\--24" SLACK WIRE (4) OUTDOOR POOLS SHOULD BE GUNITE BEAM PROTECTED BY A FENCE, WALL OR nLE 30" BUILDING IN ACCORDANCE TO THE N. Y. S. 174" -----1 BUILDING CODE. 12 COPING #4 BAR CONTINUOUS 1" CONDUIT (5) INSTALLATION IS TO BE DONE IN WATER LEVEL ACCORDANCE WITH ALL FEDERAL, STATE SWEEP ELBOW AND LOCAL BUILDING CODES AS WELL AS 14" NSPI SUGGESTED STANDARDS. fJANDY PRO SERIES LOCATION OF OVERHEAD WIRES TO MEET NICHELESS LIGHT N REQUIREMENTS OF N. Y. S. BOARD OF FIRE SP1022S INLET FITTING N j UNDERWRITERS. ADAPTER — LIMIT OF POOL SEALANT XA COMPANY WORK PLASTER 1-1/2" PVC PIPE / 2" TO PUMP LIGHT INSTALLATION 3/4" TO J—BOX NICHELESS LIGHT SCALE: NONE #4 BARS 12" O.C. E.W. "- LIGHT & SKIMMER SECTION > cn k u; - SCALE: 1" = 1'-0" O V) I v N F— Q ~ 560 m JOHN TEUFEL, PE IMPERIAL GUNITE VITAL HABITATS TEUFEL BUILDING DESIGNS, INC. �+ a 59 PRIMROSE LANE OAKDALE NY 11769 NOTES 8c DE'TAILS 450 BASIN ROAD P-2 > NORTH BABYLON NY 11703 516-658-8871 631-244-0073 SOUTHOLD NY 7Apr24 i 101'-6" Notes: 74'-6" 20'-0" 7'-0" 2'- 17'-11H" 16,-0" 18'-0" 20'-6" 10 diaa�.S/„�o��n1otube AMA EKID , HT 10 10 10 10 — — 0 10 0 0 10 0 a I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — —I I a I I l 0 0 0 0 0 Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. A- 03 0 O 1 0 v 0 0 0 Error or Omissions in the drawings which wall footing are clearly necessary for the completion of dimension (Typ.) the work or its appurtenances shall be 10"dia.Sonotube I 21_0» considered to be included work although not �— _ _ _ _ _ directly specified or shown in the drawing. L- - - - - - - -O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J DO NOT SCALE THE DRAWINGS.Ifa O 0 6 0 0 O -----------------------I------------------- -----I dimension is needed that does not exist on 0 1 1 o the drawings,contact the architect for :t 1 additional information. r--------------------r------------------- wall footing wall footing i I i i dimension (Typ.) dimension (Typ.) REVISIONS FI : I >. n ' 2'—�» 21 —o t.o. footing +8'-9" `o 4/22/27 revision (openings) " » 00 (Datum - 10'-0") i i i 4/24/27 footing widht 1 ----- walll oting --------------------- ------------------------ ' t.o. foundation wall +18'-9" I LO = O ,.' • r : I cn Datrum - 0'-0" I 1 dimlt Ion T 0 0 0 I ( ) (Typ.) }• 1 N — J ----------------------------------————— L ----.--- ---------------------- --- i ---------- ---- ---- ----- ---- ---------------- 1-------------------------------------- r--- 1 beam ocket beam ocket I 1 5.5"W X 5.5L X 11" H min. 5.5"W X 5.5L X 11"H min. 1 I 1 _ ------------------ --------------- N = I I = O ! i7-7 3.•s.. I = 00 1 I 1 i 1 00 O X , C,4 I •.:t + I •,•. I I I I I cn 1 i-------- ------------------------------i I X --� Lq -- = 1 0 26"X 26" X 12" in r---------- 1 I = I I I I Lo I FOOTING (typ.) o I 01 I. LOLLJ I I 1 I I 1 I I U I 1 1 —w 03 z l 1 ` 5 1/4" 5 1/4" l E I I I •i j j I M.O. 1 1 = I I U , X 8 I I I o0 z I r�_�_ I I 1 1 I 110 1/2"W I .' I I I • i g 5 1/4"x 5 1/4" 1.81E i m Parallam©PSL Post(Typ.) I 1 I I I 1 _ — 1 'ar I I t.o. foundation wall +18'-9" � 114'H -- - - - - - - --1 -i- - - -- , -- -- - - -- - - -- —I�p - -Parallam®PSL Post('Typ.)=—-__---__ ---------_ —=— - - - --� -- - - - - -- - - -(Daturrl— b'=6")—i - - - - - -- A-301 Allows for 2x frame 1 I — — — — — I I I L— _� _—_—____—_— I 1 I around opening. Head Height I .':: 1 I 1 _-}'-_ I 0'LLJ I 1 01 i i 88 1/4" i i • f i I i t0" t.o. footing i i N 1 I I I i +20'-9t.d �gOtln O , n I I I I I above top of footing __ -----� <.:, I g o (Datum -10 -0 ) I I 1 o L---- — I (3)c 3s O (Datum -10'-0") 1 I R.O. I I M.O. I 8'-11 1/21W/ 75„W W rn I t.o. wall+17'-0" I I 1 5'-0 1/4"1 HI 1, 1 LL ( I I I I (Datum - 1'-9")i ::.; I I I L - ------ -----------1 = 63 1l4 H W I o " I o I '�' Allows for 2x frame LL.0 I 1 t.o. wall +18'-2 1 1 I I N o around opening. M ' z l i i (Datum -0'-7") 1 1 L--------J 1X = X1 O , I I I I >- I +4" t.o. slab 1 1 N N Head Height z = I I = 0 1 ...; . 1 ,M d 1 88 1/4" oz (Datum -9'-8") ¢ i I I M° 1 1 I �RED A9 00 ...:. I beam ocket I beam ocket 1 z /4"x 5 1/4" 1.8E I = I—' ---------- 1 n n T — --_ ----------- — 5"L X 85" » r--�...- i 5 1 - +18'-8 1 2" t.o. Slab \GJ .�NRYIv 4.5 W X 5 L X 8.5 H min. * ----- T 4.5`f H min. above top of footing �. A-302 __ __ __ __ __ - _I _ _ -_ _ _ _ _ _� _ _ _ _ __ _ _ _ _ _ _ ¢_ 7 i I Parallam®PSL Post(Typ. / " t.o. foundation wall +18'-9" 1 C? +P 1 i. I ) i (Datum -0 -1 2 ) 4-4U C� I 1 f: ---- - --�-- --I---- ----- - -- ----- ------------------- _---_ ----- ,J: Datum - 0'-0.) I N � :. : �.__-- __-- --- beam ocket - ( I I 1 --- --------- ---- L----------------- --- --5-5�h1 X-55 ��(-N-H fern - - - I I Ix o -t 33 1/2" H I I I I I , . I I � n T n -_, r I I I I I I I I I I I 7(s,- ' r I 1 I 1 Allows for 2x frame N I 1 I I I I II I I I I I I I I t.o. slab +18'-6" I I CD 1 = _ -- ----------- A 301 r n nin- aou do e %�+8 -V I I I I I I I I I I I L _ _ __ _ _ __ _ _ _ _P 9• � 'kr - - 1- w- » '' I I I I I I I I I I I I I I I as um ?+18'-9 t.o. foundation wall ------------------ ------ t -------- , - I Head Height I beam ocket - - I I I I I I I I I I I I I L---I I I ao t.o. footing ' 03 1 88 1/4 above » - _ - _ -�-+_ r t �=-1- -t--- r -I� 1 Or N(Datum - 0 -0') WIN. I I 5.5"1N X 5.5L X 11 H min. (Datum - 10'-0") p ( I (2) 72 CN373(� I top of footing IL •��: - -1,-, _ , �._�_ _-L•_1-":,L R.O. _ 6�-0„ W R.O. i -- -- - - - - -- -t •�. _ I it o 5'01/4"H 3,_1 W -----------------i ----------------- --- C-4 ... L------------------------------------- I I ...:�:...... i,� ---- ----- ---- ---- ---------- --------------- - I I I I �r I I I I i� • I I .. I - Proposed New I P 110 - 1 I f I +17'-6"t.o. foundation wall L --------------- ----------_--------------- J drea +18'-9"t.o. foundation wall I o - ----- ---- --- ----- ---- ---- ----------------- - Prestan (Datum - 1'-3°') +18'-9"t.o. foundation wall Residence (Datum - 0'-0") +8'-9" U. footing +15'-0" t.o. footing (Datum - 10'-0") I (Datum - 0-0") • I (Datum - 13'-9") W.F. 450 Basin Rd. WIN. Southold, NY 0 0 0 I 4'-6" A-303 Kathryn Fee, A.I.A. 1 Architect 69 C Main Street 10" 10" 10 1 o" 1 o" 10" 10" 10" 1 on Sag Harbor, NY Date : 4-16-2024 7'-5" 10'-l" Scale : 1/4"=1'-01, 5'-0" 20'-0" 9'-o" 17'-6" 17'-0" 17'-0" 21'-0" Title Foundation Plan f i � Dwg. No. 101'-6" .' f A- 10 1a rn?4f I Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. TYPICAL EXTERIOR WALL ASSEMBLY Error or Omissions in the drawings which * Maibec eastern white cedar are clearly necessary for the completion of 5/8'firecode gypsum board. light gray H2BC 18"perfections. the work or its appurtenances shall be 2x6 *15#bldg felt or'tyvele 2zK6 considered to be included work although not AGO - 2X6 sill plate over YORHSHIELD termite shield (or equiv.) ACCO- 2X6 sill plate over YORHSHIELD termite shield (or equiv.) g over DOW (or equiv.) sill seal.. *1/2"cdx plywood sheathing (plywood must be oveer DOW (or equiv.) sill seal.. directly specified or shown in the drawing. flooring material continuous from foundation sill to top of top wall plates.@ fl000ring material 2x6 344" PLYWOOD * 16"d.fir wall studs 3414'PLYWOOD DO NOT SCALE THE DRAWINGS.If a 3 min. close cell spray foam.0 rim joists. 3 ' min. close cell spray foam. 0 rim joists. rim joists. *2"closed cell spray foam (R-14) + Oro joists. dimension is needed that does not exist on p.c. slob (3500ipsi) garage slab 5/8' galvan. hooked anchor bolt 0 36' o,c 12'from comers. R-13 Performance bait insulation (R-2� 5/81'galvan. hooked anchor bolt ® 36" o,c 12" from comers. the drawings,contact the architect for w/ 6x6 10/10 w.w.f lapped and wire *1/2" gypsum board - - - - - over mil poi vapoe 5arf erg - - - - - additional information. 2" expansion XFPS foam + 4' compacted ssand fill ) 1"expansion joimt around perimeter. REVISIONS 11-7/8'TJI 560 ® 16"o.c. 11-7/8'TJI 560 ® 16" o.c. v 4/24/27 footing Wldht 1 2 gypsum board drywall. sound ea ing insulation. 1/2 gyppsum board drywall. soun deading insulation. continuous fire blocking 10 . icontinuous fire blocking \ haunt .:.. 6";: .• 3/4"dia. srmooth dowels ° x 1'—V 016' o.c A D . 4. d. / d i a c / c °. 10' CAST-IN-PLACE CONCRETE 10' CAST-IN-PLACE CONCRETE WALL 4000 psl, WALL 4000 psi. #5 rebar @ x 36' o.c #5 rebar @ x 36' o,c vertical. / �— vertical. \ a ' #5 rebar @ x 24' o.c `, \ i \ . \ #5 rebar @ x 24' o,c horizontal reinforcement, horizontal reinforcement. / / a ° keyway. i / keyway. V expansion XPS foam. 1' expansion XPS foam, t���Ep q9c #5 rebar @ 24' o,c.. #5 rebar @ 24' o.c.. C ' RY 'S'� (3)#5 rebar (3)#5 rebar �' N � structural column. �C? !�� 'ccc�, / along footing. along footing. column base. 0t / 112' expansion XPS foam, 'd � #5 rebar @ 24' o,c,. ° CONCRETE S❑LID FLAT SLAB CONCRETE S❑LID FLAT SLAB W#5 rebar (P �. ° 2' expansion XPS foam 2' expansion XPS foam along footing. -9 p Q` CAST-IN-PLACE C❑NCRETE 4' CONCRETE SOLID FLAT SLAB I 238 Q 6 mil poll i 6 mil poll F❑❑TINGE 4000 psi. <QF////r Radiant Heat pipes. a 4 2' expansion XPS foam + 6 mil poly, - - -- - - — - - - - - - - D— •— - - - � — - - - - c - - - - — — - - -�- - - — o — -.� - - — - - - - - - - - - - - - -- 4' — a - - - - - - t.o. slob + _ 'p A ,Da ° D .. Dv .° .•Q /� /. � .Da ° D. D.. .° ° d Proposed New -,'_O"—b-o footing a a - _ Prestandrea 4� 71" yJ" 4J" 4J" 71" 71" 4J" 2'-0" " " " " " Residence 450 Basin Rd. ft Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Date : 4-16-2024 Scale : 1/4"=F-0" foundation wall— fgarage slab foundation wall TYP. column footingTitle 0� 3/4'_1'-f)" &3/4— .�� 0 03 3/4'`1'-0" Detais Dwg.No. A-501 Apia CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA APPROVED AS NOTED DATE: k_�B.P.# SD��S GROUND SNOW LOAD WIND SPEED (MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER D ICE SHIELD UNDERLAYMENT DESIGN TEMP. REQUIRED FLOOD HAZARDS WOOD STRUCTURAL PANEL SHEATHING OR SIDING USED FOR UPLIFT RESISTANCE: FEE 2a �Gr/BY: 1. PANELS SHALL BE OF THE MINIMUM THICKNESS REQUIRED FOR THE NOTIFY BUILDING DEPARTMENT AT 45 130 A,B SEVERE 36" (BOTTOM) M to H S to M 11 YES 1984/1998 SHEARWALL BUT NOT LESS THAN 1532". 631-7165-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 2. PANELS SHALL BE INSTALLED WITH FACE GRAIN PARALLEL TO STUDS. 1. FOUNDATION-TWO REQUIRED 3. ALL HORIZONTAL JOINTS SHALL OCCUR OVER FRAMING. FOR POURED CONCRETE GIRDER (1) PAIR„AT EACH POST 4. ON SINGLE STORY CONSTRUCTION, PANELS SHALL BE ATTACHED TO R - FRAMING& PLUMBING ' 1/2'X18 GALV. LAG BOLT NOTE: THIS HOUSE HAS BEEN PREPARED USING PRESCRIPTIVE DESING BOTTOM PLATES AND TOP MEMBER OF THE DOUBLE TOP PLATE. 2. ROUGH WITH WASHER MORTISED INTO TOP. WIND DESIGN LOAD = 130 MPH SUSTAINED WIND ZONE "B" 3. INSULATION ° HOLES PLUGGED OR SILICONE FILLED LOWEST PLATE SHALL BE ATTACHED TO FOUNDATION WITH BOLTS 4. FINAL-CONSTRUCTION MUST ° VERTICAL RE-BAR IN POURED CONCRETE FOUNDATION AS FOLLOWS: OR CONNECTORS OF SUFFICIENT CAPACITY TO RESIST THE UPLIFT FORCES BE COMPLETE FOR C.O. BLOCKING; DEVELOPED IN THE WOOD STRUCTURAL PANEL SHEATHED OR SIDED WALLS. 8-0 H. FDTN. WALL- #5 REBAR @ 48 O.C. 5. ON TWO STORY CONSTRUCTION, UPPER PANELS SHALL BE ATTACHED TO THE TOP MEMBER ALL CONSTRUCTION NSTRU TION SHALL MECODES ET THE ° LAPPED JOINTS AT CORNERS (TYP) 9'-0' H. FDTN. WALL - 5 REBAR @ 48' O.C. OF# OF THE UPPER DOUBLE TOP PLATE AND TO BAND JOIST AT BOTTOM OF PANEL. JOIST 6X1O S4S D.F. GIRDER 10'-0" H. FDTN. WALL - #6 REBAR @ 48" O.C. UPPER ATTACHMENT OF LOWER PANEL SHALL BE MADE TO BAND JOIST AND LOWER YORK: STATE. NOT RESPONSIBLE FOR L6 : ATTACHMENT MADE TO LOWEST PLATE AT FIRST FLOOR FRAMING. DESIGN OR CONSTRUCTON ERRORS LOWEST PLATE OF FIRST FLOOR FRAMING SHALL BE ATTACHED TO FOUNDATION WITH BOLTS /-] ] OR CONNECTORS OF SUFFICIENT CAPACITY TO RESIST THE UPLIFT FORCES COMPLY WITH METAL STTRAP HANGER WITH 3/4S CHAMFER ALL CODES OF !' :I METAL STRAPS 6. WHERE WINDOWS AND DOORS TRAL WOOD STRUCTURAL PANEL SHEATHING OR SIDING, NEW PORN( STATE & TOWN CODES (TO BE PAINTED)10 PA D.F. cIRDDER HOLDDOWN BRACKETS AT SHEARWALLS AND WINDOW/ DOOR OPENINGS: DEVELOPED IN THE WOOD STRUCTURAL PANEL SHEATHED OR SIDED WALLS.FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS. AS REQUIRED AND CONDITIONS OF 6 X 6 S4S D.F. POSITS 1. HOLD DOWN BRACKETS TO BE INSTALLED PER CODE, SHALL BE FASTENED 7. PANEL ATTACHMENT TO FRAMING SHALL BE: WITH 3/4° CHAMFER (TYP) AT ALL SHEARWALLS 6" O.C. VERT. WITHIN PANEL FIELD Lh Typical Joist Hanger ) ( � ��r�NVII��eo>7RD (TO BE PAINTED ,- METAL STRAP AND WINDOW/ DOOR OPENINGS WITHIN THE SHEARWALL. 3 O.C. AT EDGES O O T NOT TO SCALE SILL POST TO SIT ONN CCA SOU HELD I��'�N I RUS I tES SILL PLATE. SEAL 860TTOM OF HOLD DOWN BRACKETS SHALL BE -USING 6d COMMON NAIL AT SUBFLOOR AND WALLS POST WITH TAR. PRIIIME AND FASTENED TO CORNER WALL STUDS AND FOUNDATION 8d COMMON NAIL AT ROOF �� N,Y,S,DEC PAINT POSTS BEFORRE INSTALLING. cn � BOLT DOUBLE DECK JOIST INTO WITH HOLD DOWN BRACKETS dt70IF1VLUf1�` SIDE OF POSTS (TYFP) 2. HOLD DOWN BRACKETS SHALL BE INSTALLED OVER SECOND FLOOR INSTALL HOLD DOWN) BRACKETS BY WINDOW AND DOOR STRAPPING: SCHD FRAMING WITH ONE BRACKET INSTALLED AT TOP PLATE OF FIRST FLOOR ,. (1 PAIR AT EACH POST SIMPSON STRONG TIBE #PHD5 AT CORNERS OF POSTS.. CONNECT AND CONNECTED TO A SECOND BRACKET INSTALLED AT 1 2"X18" GALV. LAG BOLT 1. HURRICANE STRAP TIES AND HOLD DOWN BRACKETS TO BE ..-...r •- . �• •e 2" WITH WASHER MORTISED INTO TOP. BECK OIT FOUNDAATION AND DOUBLE SECOND FLOOR BOTTOM PLATE, BOLTED TOGETHER THROUGH FLOOR ASSEMB HOLES PLUGGED OR SILICONE FILLED INSTALLED PER CODE, SHALL BE INSTALLED AT ALL OPENINGS. Cl1 I — TOP OF DECK AND FASTENED TO CORNER WALL STUDS PER CODE REQUIREMENTS. HOLD DOWN BRACKETS TO BE INSTALLED AT BOTTOM PLATE TJ E 1 ' 6X10 S4S D.F. GIRDER 3. FOLLOW SAME PROCEEDURE AT WINDOW AND DOOR OF THE WALL AND SECURED TO THE KING STUDS OF THE OPENINGS. / - RAFTER — OPENINGS LOCATED WITHIN SHEAR WALL. 2X8 ACQ D.J. ®12" O.C. 4. FOLLOW MANUFACTURERS AND CODE INSTRUCTIONS FOUNDATION AND STUD WALL PER CODE AND MANUFACTURERS SPECS. APR r METAL STRAPS x 6 S4S D.F. POSTSFOR CORRECT INSTALLATION. HURRICANE STRAP TIES TO B INSTALLEDACROSS WINDOW DOOR HEADERS INTO OCCUPANCY ' c WITH 3/4- CHAMFER TYP) TOP PLATE OFRWALL.ESTRAPSESHALL BE MANUFACTURED BY SIMPSON STRONG 1\ SILL PLATES (BELOW) - - - -- - - - - - TIE, SIZED, SPACED AND FASTENED AS PER CODE REQUIREMENTS. .. � CY OR USE IS UNLAWFUL • Air Handier r GABLE END WALL BRACING: , ' A - STUD WALL ANCHOR BOLT • • • r= 'Y Rigid Duct 1. INSTALL 2X6 STRONG BACK ACROSS CEILING JOISTS, WITHOUT CERTIFICAT �4 y 4" O.C. (TYPICAL) `' ,'; (CONTINUOUS BETWEEN GABLE ENDS) •m " �. . ... NOTE: METAL STRAPS 8 •° 12 FROM CORNERS Typical Covered Porch Details • ,. NOTE: ATTACHED To HouJSE ro BE '::,, • ' ' : ATTACH AS REQUIRED BY CODE 3-10d COMMON NAILS OF OCCUPANCY • CARRAIGE BOLTED INTO NLOCKING AT 2. ATTACH 2X6 DIAGONAL BRACE AT 45 DEGREE ANGLE TO END GABLE NOT TO SCALE EXTERIOR HOUSE WALL HdOLES IN FACE -' " `' WALL UNDER RIDGE AND TO 2X6 STRONG BACK. • OF POSTS TO BE PLUGGECD. { .; `, ATTACH AS REQUIRED BY CODE 3-10d COMMON NAILS Rafter/Plate/Stud Connection I =YT' DIAGONAL BRACE CAN ALSO BE INSTALLED DIRECTLY TO RIDGE AT END GABLE, IF SUFFICIENT SPACE IS NOT AVAILABLE. RETAIN STORM WATER RUNOFF NOT TO SCALE II:.. PURSUANT TO CHAPTER 236 ( .:' Ai , OF THE TOWN CODE. Header & Post Tie Downs ' EXTERIOR FOUNDATION, WALL, SE^,OND STORY WALL, NOT TO SCALE ` RAFTER AND RIDGE STRAPPING: c• 2020 Y 1. HURRICANE TIES TO BE INSTALLED PER CODE, SHALL . Floor Boot BE FASTENED TO EVERY RAFTER, PLYWOOD SHEATHING ,l �1.1�( p l P N. I UP TO 4'-0•USE 2 1/2•06 WD SCREWS 016•D.C. Flex Take-off from Rigid SHALL EXTEND TO TOP OF WALL PLATE, WITH BASE s t Residential Code° WALL STUD UP TO 6'-0•USE 2 1/2•06 WD SCREWS 012"O.C. g ,' ILL I�LUMBIIVG WINS ; b UP TO 8'-0•USE 2 1/2•/6 IND SCREWS 0 9.D.C. OF TIES NAILED THROUGH SHEATHING INTO PLATES. WATER LINES NIEED HURRICANE TIES SHALL BE MANUFACTURED BYEel- GIRECQl � �' SIMPSON STRONG TIE, # H2.5 x- y I - "" /''�m- 2. HURRICANE STRAP TIES TO BE NSTA, LED PER CODE, - ` { ' SHALL BE INSTALLED ACROSS SECOND FLOOR JOIST = ; '► '""'"b""*4*' ft LEVEL, EXTENDING 12" MIN. ABOVE AND BELOW WALL """ "°"""` PLATES AND NAILED INTO WALL STUDS THROUGH '63US5 PLACARDING REQUIRED „ SHEATHING. STRAPS SHALL BE MANUFACTURED BY ® FLOOR JOIST I I II SIMPSON, SIZED SPACED AND FASTENED AS PER PLUMBER CERI�IFICATlON • - _. - -. ON LEAD CONTENT BtFORE ' I / I / _. 3. HURRICANE STRAP TIES TO BE INSTALLED PER CERTIFICATE OF OCCUPANCY ANCHOR BOLTS i / / I / II Ceiling Boot CODE, SHALL BE INSTALLED ACROSS FIRST FLOOR ' I Rigid-to-flex JOIST LEVEL, EXTENDING 12" MIN. ABOVE WALL BASE SOLDER USED IN V ATER GLUE AND SCREW 5/4 X 6 MULLION/ASTRAGAL i PRIOR TO INSTALLATION. USE 1 1/4"WOOD '"'•'° PLATE AND BE LAPPED UNDER FOUNDATION SILL !! I SCREWS FROM PLYWOOD SIDE 0+/—9.O.C. I 77-7 PLATE. STRAP TIE SHALL BE CONNECTED TO SUPPLY SYSTEM CANNOT FOUNDATION ANCHOR BOLTS USING (3) 1" SQUARE EXCEED 2/10 O1F 1%LEAD. WASHERS ON THE ANCHOR BOLTS. tom° r„ ° ! ANCHOR BOLTS `WALL STUD ` ELECTRICAL ,; , �, L Multiple e Unit "NOTE: ALL UNITS TO BE LABELED do Single Window '°4"°W""'bW"*d 1NSPECTION REQUIRED ! `l ::.�;� p ON SITE READY FOR INSTALLAl10N - ,;� MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOADS a METAL STRAPS USE LIVE LOAD (PSF) �'rFp AR MASONRY WALL EXTE ION BALCONIES 60 1/2" Plywood Panel Details Duct Sealing Detail DECKS 40 f �U` ���"`'Y"F� NOT TO SCALE NOT TO SCALE PASSENGER VEHICLE GARAGE 50 a Stud Straps @ Second Floor BOX ATTICS WITHOUT STORAGE 10 b,e DO.NOT PROCEED WITH ATTICS WITH STORAGE 20 b,e FR�ANI1NG UNTIL SURVEY: ,! NOT TO SCALE First Floor & Sill Anchors ROOMS OTHER THAN SLEEPING ROOMS 40 OIF•FOUNDATION LOCATI01� o'er ` EXTERIOR WALL MATERIAL - -. NOT TO SCALE SLEEPING ROOMS 30 i. "HAS BEEN APPROVED. ' 9j� �23855 y�Q' • 'I' 4' I, 4' I, 4' 4' 4' * GUAIRS 40 RDRAILS AND HANDRAILS 200Gd �F NEB ! Ilk FASTENERS AS NOTED 1 IN SCHEDULE 3 2 2 3 3 2 3 3 2 3 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000 ---___r -- - WOOD BEAM I POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. CARRIAGE BOLTS ,I, , b. NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS Proposed New 21. x 12 CCA GIRDERS ° ; c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300 POUND CONCENTRATED LOAD ! - -- ' •® STEEL PLATE .I• ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES Prestandrea -----===" --- --__ ® THE GREATER STRESSES. 2 1 1 2 2 1 2 2 1 2 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT Residence • J. - MOOD POST STEEL COLUMN ALONG THE TOP e. ATTICS CONSTRUCTED WITH WOOD TRUSSES SHALL BE DESIGNED IN 450 Basin Rd. ' ACCORDANCE WITH SECTION R802.10.1. Southold, NY r) POST ANCHOR f. SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. m ° i • .I• Blowier door PLYWOOID AS NOTED 3 2 2 3 3 2 3 3 2 3 Kathryn Fee, A.I.A. �— CONCRETE PIER I and ductwork .a( •.: ..�j1. •;• testing required. Architect Gable Roof Plan: 0 to 10 degrees Gable Roof Plan: 10 to 45 degrees 3 " 4 - ----- WINDOW GLASS a 1 69C Main Street. /�� ' ROOF SHEATHING NAILING SCHEDULE Mustprm�deManual , Sag Harbor, New York 11963 Deck R_ailin /r OSt Anchor STEEL COLUMN .;. g 3 D, J and S as per tel 631 537 6335 OT TO SCALE ° I I I Code STEEL PLATE Zone 1 Zone 2 Zone 3 Zone 4 , NYS Energy Date . 1-23-2024 ' I ! I . METAL STRAPS I Front View FIELD 3" O.C. 12" O.C. 3" O.C. 4" O.C. 3 1 3 3 1 3 Scale : 1/4"= 1'-0" RAFTER i i u ' I ! ; ° 1/2" PLYWOOD WITH WINDOW SILL EDGE 4" O.C. 6" O.C. 3" O.C. 4" O.C. All exterior li htin u ! ! ' 1" #6 SCREWS EVERY C g Title CONCRETE PIER IN FIELD AND EVERY 4" installed,replaced r ° u a AT INTERIOR EDGES 3 repaired shall conform a ° 2'-0" 4'-0" ALL 1/2 EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED BLOCKING .° WITH 8D COMMON NAILS- 2 1/2" X 10 1/2" GA., PATTERN AS to Chapter172 Prescriptive Desing ° e`° d INDICATED ABOVE 1 of the C 4'-0" 2'-0" Town ode Dwg. No. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, FEFER TO 3 RIDGE BEAM Top View 2 X 4 WITH "FASTENING SCHEDULE FOR STRUCTURAL MEMBERS"- NEW YORK Porch Beam/Column Anchor 3" #8 SCREWS EVERY 9" STATE CODE BOOK. Hip Roof Plan: 10 to 30 degrees A-000 Rafter Straps NOT TO SCALE 1/2" Plywood Panels Plywood Storm Panel Shutter Detail Simplified Roof Sheathing Nailing Schedule NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE I Notes: 101'-6" Ownership and Use of Documents: " " " " " " " " These drawings and specifications including 20—0 7—0 2—0 18—0 16—0 18—0 20—6 the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which A- 03 are clearly necessary for the completion of 1 the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. I DO NOT SCALE THE DRAWINGS.If a dimension is needed that does not exist on the drawings,contact the architect for -----------------------I----------------------- --I additional information. REVISIONS I •.� I I I I ,,, I I .''t•i I I I 00 I I I I I I I I I I -'•: I ———————————————————————————————————————————————————— I cVJ r--------------------------------------� " '4• •f♦ �.`" I l -----------------_-----------___---------- —— I :.'• I I •. _J I I I I I I I I I I I I I •. I ¢Y:'� .',: `.•....}.. ;.,ti '"i''.••,:.>" y,:. ''+.' :�.'� I I MEDIA = I r I I 18'X 22' I I I I 91-01, r--------- ceiling height I �' I MECH. i 121X 16'-3" STORtGE 91 cceiling height ceiling height I I •,.� r------� I I I GYM t I b I I I I I I ••r.• I I I I I '•y. I I I 1 I I I 15'10" JL '-9X 18' —I- ----�— - 9 " I I I I I I I - - - - - - - - - - - - I-- - - - - —I � I I I A—301 I I I I I I I ceiling height t �•' I I I I I I I ' iEGRES> i i y`~ i i L <E�> I I I I ;,: L--------- o- I I I I I •`` '�: I I I I � I I I I I I I I �•"'•, �•�' °�y' I I I I I I ..: I I I p I I I I • ' I I I �--• I I I I I L------J I I I I I O t 1 : . on code ral " A-302 L ---------- • ---------- ----------- ----7 - - - -- -- -- - - -+- r-- --, IL---------------------------------------- i`� I _ I I I I -:'. I I I � •� add —•� 8 2 J I I I I I I I I I I I I I i O I '4 L N I ''.. �,�• ,..' " I I -- ---- ------------------------ J A-301 -•, r- -, L ---------------- ' T' — 62 ------------ I r BATHROOM#6 - I-��L�=i-ems-L� �=1- - I=i----� ---�- -j� 1 �0F i �'-0"ceiling hei ht — — J I interior of all o foundation walls i EGRESS , I - -- �• to have"insofast"2- " i :.'' L______--_-- 1 Ir — -------- ------- ----------------R -- Proposed New insulation system(R-'tfAS ' ` �_______ _______ ______---_--- ' 0� '.,•,:1° r: t. i stair to first level i —I------------------------------------------------- :.,.:�.: Prestandrea � y. ;•• .�'.:•:. •� ' 18 7- height" risers ' I I ( ) I z_ L ------------------------ I aa ' ,... r.. — ., 1 10 threads ': .: '��' L ------------------------------------------- J ( 7) ; Residence ------------------------------------------------------ —I 450 Basin Rd. Southold, NY I Kathryn Fee, A.I.A. A-303 Architect 1 69 C Main Street Sag Harbor, NY Date : 9-21-2023 Scale : 1/4"=1'-0" 7'-5" 10'-1" Title 5'-0" 20'-0" 9'-0" 17'-6" 17'-0" 17'-0" 21'-0" Basement Floor Plan Dwg.No. ,01 -6 " A- 101 I 101'-6" Notes: 101'-6" 20'-0" 7'-0" 2'-0" 181-0" 16'-0" 18'-0" 2D'-6"TO la. ono u e _ _ _ (n'p•) 10" i 10 10" 10" i O 10" O O 10" O 10" — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — I I I I I I I I I I I I I I I 110 O O O O Ownership and Use of Documents: 1 These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect. I 1 part the of shall be copied, No opied,disclosed ed to others or used in connection with any work or project other than for which they have been prepared without the 1 I ( c it consent of Kathryn Fee Architect P.C.. ressed tten A- 03 I I I I I O 0 1 O O O O O Error or Omissions in the drawings which are clearly necessary for the completion of I I the work or its appurtenances shall be 10"dia.Sonotube I I i considered to be includedwork although not 1 I- - - - - - - - - - - - - - - —F_ - -(tYp}- - - - - - - - - - - - _ - - - - - - - - - - - - -1 I directly specified or shown in the drawing. O 0 — 0 O DO NOT SCALE THE DRAWINGS.If a ----------------------I----------------------- dimension is needed that does not exist on o I ' ' •'�' 'r;, _-�'ry I o the drawings,contact the architect for additional information. Ir-------------------i-------------------- I ' A REVISIONS ' 1 io t.o. footing +8'-9" 00 (Datum - 10'-0") ----- ---- ----------------- ---- ---- ---- ----- ---- -------------------- --- ---- r -- I1� �AN-OC I7 rn A13 10 1 III1II II _,`'r`';_'.`�:�'`'''-----a-IIIII—IIIIIL--_--_--_-((3---)-8C----'-01--�_-11J�"J I I II W_ :K;:;'. --IiII+I+IIII II—:{l: --- - ---- �.•!'-,tiO.-�-�y•- --- - -..-�-`-..;. - --•sO-. -----'x`iIIIIi III 6`�.,"y,''c�',,'".a`:..l.„-.;.....II>-.'•.,....-..,,.n.....aA°.�O:,:"-.� -'-''.:'-r=,-f•::-�':-:-'<.-,-v-`-�:,-:II1.IIIi III'' :"d-wt:„";•::T',;^:r�'' -�`•---I I--� _ --- - - -- - I --- - ---- --—-------—�--II I��m�a�zj---l';'I1II(I'�I-__ i --•j• t ro(�.—foundation wall +18'-9" X�O(W=Vi- I�(II,IIII,I•�-`"s II-�iI - f0" I -I I I AI I =I I I -I- I - -—iIi�IiIIIIIIIIiIII IIIIiI ..",•��i�y't,�',�;..,: . -iIiiIIIIIIIIIIIII IIIII --------- ----- - ----------------- - :. -...------+--18- J • ' " 1�!OA (Datum 0 0 CVF r-------------------------------------- ---------------- t ------------------------- beam ocke ocket 5.5W X 5.5L X 11.875D min. 5.5"W X 5.5L X 11.875D min. g 00 F ----------------------------------------------------— 26 X 26 X 12 LO� FOOTING (tylp.) 01 Lq Li z03 w 5 1/4"x 5 1/4" 1.8Eci Parallam®PSL Post(Typ -'---s- " --- 1IIIIIIIIIIIIIIIIIIIIiI - - IIIIII;IIimz 5 114 x 5 1/4 1.8E Parallam®PS3L Post(TYp) — -- --_- -- --L A- w U. footing III IIIIIIIIII I - - AN +20'-9t.4 28coting o I w m10,-0 ) i- - - CD372 I ---- --- (Datum (Datum -10 -0 )o R.O. Nt.o. wall+17'-0" I 6-0" 1 H I I W ILL (Datum 1 -9„)I L 1 ►) I I --------------— J � I t.o, wall +18-2" N cV 'X A X ' O z (Datum -0'-7") `� 1 +4r t.o. slabN zI (Datum -9'-8") z abeam ocket . "I 5 1/4"x 5 1/4" 1.8Eeam ocket 7 " 2" t t.o. -302 4.5"W X 5nL X 9.5nD m n- ---- , - N X15"L X 9.5"D min. +18-8 1 .o. slab Parallam®PSL Post(Ty - -—-—-—-—-— (Datum -0 - ) (Datum -0 -3,) J ------------ NL--------- A - - A-13 01 ��'t_,•t1�'t.ti-17'' -9�:"•----:-.-,. beam o-ck-;e-b F"W� 33tfi 87 ' } mTr t e'• .. II;; x.:.:', 1 rIII •�IIIII III-�-III ---.-►�II IA�- _ , III' Ii IIiIIII -- - IIIIII A - A 13 01i I I I Ct9� T N- 30 84 5E` L------------------ -___-- beam pocket I I I I I I I I (Datum 0'-0") i (21 -2 5.5"W X 5.5L X 11.875D min., - - Jotg8 - t n _twall 7(Datum 10 -0 ) CN373¢R.O. R.O. I OF 6-01/2"W _ - - - - - - - - -- I 3-0 1/21'W I -------------- L-------6-W-b------ r-- ------------- --4'H I AOL -J Proposed �5 �New 7'-6"t.o. foundation wall - ------- ------------------- Q � �—{----- J (Datum 1 -3") +18-9"to. foundation wall I ----- --- - ----- ---- ---- --------- " 1III _-_---- 10 Prestandr e a +18'-9"t.o. founda on wall'(Datum 0'-0") \+8 t.o. footing (Datum 0'-0") +15'-0" t.o,. footing Residence (Datum 10'-0") (Datum 13'-9") V .F. 450 Basin Rd. Southold, NY O O O 4'-6" A-303 Kathryn Fee, A.I .A. Architect 69 C Main Street 10" Sag Harbor, NY 0" 10" 1010 10 0 10 T-5" 0-1" Date 9-21-2023 Scale 1/4"=1'-0" 5'-0" 20'-0" 9'-0" 17'-6" 17'-0" 17'-0" 21'-0" Title Foundation Plan Dwg.No. 101'-6" A- 101a . i 4 A- 1 503 Notes: 20'-0" 3'-0 " 36'-11 " 18'-0" 20'-6" I 1 I I I I POOL I Ownership and Use of Documents: 77 I These drawings and specifications including the ideas and arrangements represented 1 therein,are the property of the architect.No 1 part therof shall be copied,disclosed to others or used in connection with any work eCk or project other than for which they have do been prepared without the expressed written I P P SPA consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which 1 are clearly necessary for the completion of the work or its appurtenances shall be -- ---------- --------------------'--------- ---_7 I considered to be included work although not directly specified or shown in the drawing. ❑ i i<01 DO NOT SCALE THE DRAWINGS.If a VERED SK SK CO I ---------------------- _ dimension is needed that does not exist on ---------------------- I I PORCH I � r-- — I i --- -- ------ — ---- , the drawings,contact the architect for 1 I pool I I - additional information. coping flush DECK I DIN G GRILLE I I w/deck I 10'- " 5 ceiling h ight i i SEASONAL i REVISIONS 4 x 4 mahogany deck boards , I POWDER I I I I 108 i I I I OUTDOOR SHOWER co I I ao I I •O I � D-7 I I I I I I I I I D-6 -----, I I o I 1 I I IcV I --------------------- LIVING - ---------- --- --- - --- --- --------- -- r � I I 10'-0" I I I 1 ceiling height KITCHEN I -8 I ceiling height PL TI G I double 19"d awers ----- ovens � DEN BED I -----�----�—•— —.r_— cathedral ceiling 24" j za^trash j o i 24"dw 24" ls'jt}ash drawers I I I wine _I I MUD I I I I I 1 I 3oon c 22"dtop I I o ceiling height fire separation wall L----------------------- 1 34°w j I 1 I Z—as per co e countertop I I I µ microwave I I R I I 1 _ (tile floor) — -- self cl ------------- --- 1 fire-rated door I I I A-301 I I :36"cooktop 36"ref, l ltray GARAGE I I 124" ——— 36"cab.I I provide 5/8" firecode cab. L3T&Iwers 33"drawers 24"cab. i gyp, bd. 32" ef. throughout �- - ----- --- ------ PANTRY 1 closet countertop closet 3 I 1°'-0" I I ceiling height 1 I I 1 io DEN HALL i STAIR HALL#1 I e 10'-0" 1 _i ceiling height I 10'-0" I L----------------------J I I U0 i ceiling height 1 R R q9 glass railing I �� 1�R y C /A-302 -I- code ------------------------- to I �p� - - - - — - - - - -- — -- -- 1 1 \� O Alum num safety,grates d 3 w egress ladcrler. �\ i I - - I ^� I - - -- -- - - -- I- - I I A-301 4T �23855 Q� 100 i ENTRY 1 I - - - - -- I 9'-6" I I D-2 I 1 OF N E` POWDER I 1 0 9'-6" ceiling height - - - I - - - Aluminum safety grates { ceiling height -- -- - /egress ladder. - - - - - Proposed New ` 1 I O• "i stair to second level L— J (18)7+"height risers 1 Prestandrea (17) 10"threads I ------ D-1 ----- -- --- Residence 0 0 AREA: los 450 Basin Rd. GROSS R ENTRY PORCH Southold, NY stone I A— 03 Proposed Kathryn Fee, A.I.A. 1 First Floor 2 , 550 . 5 s . f . Architect 69 C Main Street Second Floor 1 , 998 . 5 s . f . Sag Harbor, NY Date : 9-21-2023 Total G FA: 4 , 549 . 0 s . f . Scale : 1/4"=1'-0" Allowable GFA. 4 . 549 . 9 s . f . 6'-1 " '°'-7 " Title First Floor 5'-0" 20'-0" 9'-0" 17'-6" 17'-0" 17'-0" 21'-0" Dwg.No. 101'-6" A- 102 Notes: 74r—Q" Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented 20-0ro 1 80-0" 16'—(0ro 18r-0" 20'-6" therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not A- 03 directly specified or shown in the drawing. 1 DO NOT SCALE THE DRAWINGS.If a dimension is needed that does not exist on the drawings,contact the architect for i additional information. REVISIONS I I _ I I I I � i 1 t ' <0> < ' <0> / 0 N / I BEDROOM#4 22 I BEDROOM# 1 1 9'-0"heigh 1 cathedral ceiling I I I I I !2 19 I I I tray ceiling BATH 9t_0 , eilin hei h BEDROOM#2__ _ ] BATHI BEDROOM# 3 g � ------ — g _ ATH#2 ---- ---- # t I —r---------------- Yvn::_rr:.rr: cathedral ceilin — 9'-0" 9'-0" i il 0�0 OA) cathedral ceiling height ceiling height 171 — I jIIIII - II o Ii WIC# 4 9'-0" ceiling heigh t o 20 II F ' A-301 — ------------ LAUNDRY 061 9' " 11 -0 ceiling height WIC #2 -------- --- ceilWin Ch#e ht 90' 1 pull down I o ceiling height stair 14 BATH#5BACK HALL 9-0lf BATH# 1 9-0 !� 2H RUY1AV cathedral ceiling ceiling height 10 ceiling height ,R Q`0 HALL#1 9'-0" STAIR HALL#2 N 09 sloped ceiling height glassg — 0 to ode � 3855 08 NE\N 16 9 1 I ro ❑ ❑ 1 n I Proposed New I �—- - - - - - - - A-301 I I � WIC#1 19'-3"height I i _ ' 1 _ _ _ _; I � BEDRCSOM#5 Prestandrea trayceiling I I g I i cathedrl ceiling Residence I I I I I I i 450 Basin Rd. iL stair to first levelSouthold NY (18)7-32"height risers / ,- (17) 10"threads GROSS FLOOR AREA: <0> Kathryn Fee, A.I.A. I Architect Proposed A- 03 69 C Main Street 1 Sag Harbor, NY First Floor 2 , 550 . 5 s . f . Date : 9-21-2023 Second Floor 1 , 998 . 5 s . f . Scale : 1/4"=1'-0" Title T o t la I G FA: 4 , 549 . 0 s . f . Second Floor A l l o► w a b l e G FA: 4 . 549 . 9 s . f . Dwg.No. r ro r ro r ro r n r " A- 103 9 -0 17-6 17-(0 17-0 21 -0 I A Notes: 10"dia.Sonotube (typ•) — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - n/n n n r A--� n I n n 1 A, I n n I n F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- � I I I I I I I I I I I I ( ( 10"dia.Sonotube (3)2x8 dropped deck be, (tYp') wners Use f TOhesedrawin s and specifications ons including the ideas and arrangements represented I therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed consent of Kathryn Fee Architect written ect P.C.. . (3)2x8 dropped deck beam Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be I I I I considered to be included work although not 10"dia.Sonc�tube I 2x8 deck joists 16"o.c. directly specified or shown in the drawing. PL (typ•) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ln_ _ _ _ —( 2x8 dropped deck beam — _ _ — J DO NOT SCALE THE DRAWINGS.If a — — — 2x8 a.c.q.ledger board dimension is needed that does not exist on against house (3)2x8 dropped deck beam the drawings,contact the architect for additional information. 2x8 deck joists 16"o.c. 1 REVISIONS J @ 2x8 deck joists 16 o.c. I I I I _ I 2x8 a.c.q. ledger board I I 2x8 a.c.q. ledger board (3)2;x8 dropped deck beam against house I - against house 2x8 a.c.q.ledger bosard _ ------------------------------------- r-____ _____________________ against house II -------------------------•-- ------------ I I I 1 I jl I UO I i 2x8 a.c.q. ledger board _ against house 11 II o r--=_______________-__- _____-=_______________;I (3)2x8 dropped deck beam o 00 UU ml � I I U L ~ Ili i _ v _ -_ 5114"x5 1/4" 1.8E U �' I O v I i t E rr- - , x I 1 0 cu I I E I,I I i t I I F 3 100 0 0 ------------------------- --® ------ I I ar 00 I I I I II -------------------- o M I l -------------------- i I il !rq T I I � o I I C c I I N N a � I 1 o i �� 1ED A� X -�; -------------------- ------- YA, �. L----------------------- --------------------- JI I II I C<` L___._____________________ _-____ --------- I II II ___ ___--- Pr-------------- i flush anthony 30f e2 power beam balanced II I I 3.500 x 11.875 I I zcn� 0 \ i F �O I I - _J -- A � OF NEB - ----------------------- I I I I I z I Proposed New I L----------------------- -- I L------------------------- ----------------------- -------------- 1 - II ------------------------------------------------4- 2x8 a.c.q. ledger booard Prestandrea II II gamut house II Residence 2x8 deck joists @ 16'^'O.C. 450 Basin Rd. l0"dia.Sonotube Southold, NY (typ•) (3)2xx8 dropped deck beam Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Date : 9-21-2023 Scale : 1/4"=1'-0" Title First Level Framing Plan Dwg. No. F- 101 i Notes: - - ----------------------------------------------------------------------------------------- I , I , I i I I � i I i I I I I , I I I I i Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to i others or used in connection with any work or project other than for which they have I been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which i I I are clearly necessary for the completion of ----------------- the work or its appurtenances shall be considered to be included work although not L______ --------------- directly specified or shown in the drawing. I f I I I DO NOT SCALE THE DRAWINGS.If a I � I ' i dimension is needed that does not exist on the drawings,contact the architect for r ' , -------_____________________________QF_______rM____� i additional information. I L-- --- -----------------------------------------------------------------------------------------------------J I (3)2x8 flush deck beam Header 3 1 3/4 x 11 ]vl O a (3)2x12 dropped beam i REVISIONS Ir------- I 2x8 roof'oists joists 16"o.c. � -- �' -- --- - --- -- - -- i 1 I' I I I 2x8 roof joists j J ! I I @ 16"O.C. 2x10 roof joists joists.@ 16".o.c. 5 1/4"x 5 1/4" 1.8E 5 1/4"x 5 1/4" 1.8E ' Parallam®PSL Post(Typ.) ' �� �,� � Parallam®PSL Post T Header(2) 1 3/4 x 118 Ivl w/(1)a steel pit. I I I i -------------=--------------------------- ------------------------- -------------------- -------i I IFir 1i , I Header(2) 1 3/4"x 11g' lvl w/(Il) steel pit. I i Beam(3) 1 3/4"x I IJ"lvl w/(2) steel pits. I jTiN I ----- -----J - - - I I I - Flush(2) 1 3/4"x 11 "lA w(1)-3/4"steel pit. I > I11111 I I � I � > I I I 11 7/8"TJI®560 16"OC I I 7 2x8 a.c.q.ledger board I ' @ I ' ' j - I I ( I --- - -- --- -- _ against house - - - - -- --- -- --- ---------- i I ---- ------------ ---------------------------I -- - -- -- -- - - ------- I I - - - I I II T -----------r -- ----------1 I Header(2) 1 3/4"x I li"ivl . I I 1 i a ' ' i I I W I I I ' I & I I U I I I I P-o--st--Above Post Above from roof ridge > from roof ridge --- II'II IIIIIIII �OU U O O i� Na Header(3)2x10 LF Post Above J L- from roof ridge ---- ------------J ®(il �IIIIiIII �� RED q 00 ,S2x10 roof joists ry (3) 13/4"x 11 7/8"2.0E Miccrollam®LVL. �HRY N@ 16"o.c. under wall above 1 �0 ;=7 5 1/4"x 5 1/4" 1.8E Post Abo v Flush(2) 1 3/4"x I IJ"lvl w(1)-3/4"steel pit. Parallam®PSL Post(Typ.) from roof ridge I j 1 I f ------------- -----� — — -- — a i "9 023855 ' ------—------ -------- ---------- ____________1 I Header(3)2x10 i I Flush(2) 1 3/4"x I I8"lvl w(1' -3/4"steel pit. I , Flush(2) 1 3/4"x 1 l "lvl. I I I I i '� © .�� -------------- ---------------------- ' Header 3 2 x 10 I i I I I I �F _� I O .� I I I M NE Header(3)2 x 10 �- - ----- ------------- i i i i'�� i I I --IT i ^o -------------- ------I- ; 1 3/4"x 7 1/4"2.0E microllam®lvl roof joists..@ 16" oc. I I I I , �,.________, , , � � � o � Proposed New N Prestandrea I I I I I I I ------------- 1 III I ' ' I Residence I Header(3)2 x 10 L----------------- 450 Basin Rd. - - - I -- ------ I------ � ------------------- --------— --- --------------------' Header 3 2x101 Southold NY I I , I 1 3/4"x 7 1/4"2.0E microllam®lvl roof joists @ 16'oc. Kathryn Fee, A.I.A. I I I I I I I Architect L-------------------------- ---------------J 69 C Main Street ° Sag Harbor, NY Date : 9-21-2023 Scale : 1/4"=1'-0" Title First Floor Framing Plan Dwg. No. F- 102 i Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS.If a dimension is needed that does not exist on the drawings,contact the architect for additional information. (3)2x10 (3)2x8 1� 'I I-r-------TS ------ - ----------- (3) -- � REVI SIONS --------- -- L--------- (3)2x8 (3)2x8 (3)2x8 (3)2x8 I 2x8- I —( x 8 I at I I I I I II I N I 2x8 roof rafters , 3 I 2x8 roof rafters 3 1 i i i 3 I @I I 16"oI.I c. @ 16I"I o.c.. 4, - ° II iI I I 00 I � x 3 2x 10 header (3) 2x 10 header w l 12 N ° I I I I I I N I II k �Ij o I I I I I i p I N �- N ° � 00 L+ N + �O ---------.. II i I I N o 1 1 2x10 roof rafters 1 o M I I o o �, .� I I 2x 10 roof rafters 1 @ 16"o.c. r, I I @ 16"o.c. I 11 11 ° o o I I I) I I I I n .v 1 1 I I I O 1 3/4"x 11 7/8"2.0E Microllam©LVL ridge I I (3) 1 3/4"x 11 7/8"2.0E Microllam®LVL ridge — -- -i -- -- - (3) 11 3/4"x 11 7/8"2.0E Microllam©LVL ridge N I I4 N - -- 1 II p -- -- - --------- ------------ �I -- -- --- -- --- -- -- - -- - - -- - 2x10roofrafters 1 I I16" I I I^ I 2x10 roof rafters I I I I @ o.c. I I I � 1 1 16 o.c. 2x10 roof rafters I (3) 2x 10 header ti� 16"o.c. I I I 1 I I k iIlion it � o (3) 2x 10 header I 1 I I I II II I N I I o --- O O I L ci 1 1 ® I II LL1= --� I I I I I r- -------- •----W ---- ----- '/ --- - -- ---X --- -- - -- -- --- � I � c i E 0 �° ( I Ire— _(.._) (3)2 x 8 3 2 x 8 — — 3 2 x 8 ----- -—3 2 X 8 -- - I � �p � i °O �p t I N O N I I Ij tJ O O I I I 2x8 roof rafters X I I ^ @) I @ 16"o.c.. I I`o° (�vP D A re00 �-_ ��-1 I ---_ ------� ^ --------- --�--------------- ---- --------- I - I II (3)2 x 8 I I ------- 2x10 rc of rafters I I I I IF- II I "-�------------- ------ ------ _ -----------•1- I ..•� @ 1 O.C. Cn _ --------------- ------ --------- r1- -- �-----=7:: ----2 x 8 _ _________ 023855_- � f � (3)2x8 OF NE`� Proposed New Prestandrea Residence 450 Basin Rd. Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Date : 9-21-2023 Scale : 1/4"=1'-0" Title Roof Framing Plan Dwg. No. F- 103 Notes: N OTE : N OTE : Line of skyplane is Line of skyplane is beyond page from beyond page from west property line . east property line . Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not - - - - _ _ - - - t.o _ridgeeeai.,+48'-2"- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - ---- - - - - - - - - - directly specifiedorshowninthedrawing. 28'-2"from finished firstt floor DO NOT SCALE THE DRAWINGS.If a _ dimension is needed that does not exist on the drawings,contact the architect for western red cedar 18"perfections additional information. w/s.s.nails. REVISIONS stucco smooth finislh w/s.s.chimney cap3. -- 14"x 14"cedar casing — (stained to matcln siding) -- -- -- it - - Second_Floor - --- - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - Zinc coated copperr flashing+cricket @ base. ( -- lgaibec eastern white c:edar light gray H2BC 18" erfiections. g g Y P - - I I L ! I +20'-First Floor A 0 - - - - - - - -- -- - --- --- — - - - - - FF I I li I B Hi O ARC !n uIN u! ---------------------------------------------------- ------------- u ulu u J �A ill p u --_ dyli I I 1 III Ills IP i I —I --------- --------------------'------------------------ _ ' " I I I IIII II I I — ulu { + to property line 9�` CN�*�8tb JAIL NV V. I I to property line I _ _ i_ _ _ ---- _ _. _ _ i� _ _ _ _ Basementt�+W-2�2"- --- _____________ - - - - - - ---- - - -- - - - - - - - -- - - - - ----- -- - ----- -- - ---- - - -- - - ---- - - - - - - - - - -- - - --- - r - - - - --�--I----------- - - --- �--- ---------- ------ ------- - ----- + -` AFF - `�-______ -----J-------------— — — �---- ---------- ------------------------- ---- --------L —————————I�-------- ------------------------- - ------------------------------__------___------- ___---------------___-___------------____-L_---__-J Proposed New SOUTH BUILDING ELEVATION Prestandrea t/4 - -o Residence 450 Basin Rd. Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Date : 9-21-2023 Scale : 1/4"=114" Title Elevations Dwg.No. A-201 Notes: NOTE : N OTE : Line of skyplane is Line of skyp ane is beyond page from beyond page from east property line . west property line . Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. - - - - - - t.o rida"+48'-2" - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - --- - - --- - - - - - - - - - - - - -g�= - - - - - -- _ _ _____ _ _ t.o ride +48'" 2" DO NOT SCALE THE DRAWINGS. If a 28'-2"from finished dimension is needed that does not exist on first floor - the drawings,contact the architect for additional information. REVISIONS I II Second F1oor$+31'-0"_ _Seco_nd_F_loors+31' O_„ I ; I I I I II I — � I li I I Ij III � I - --- I �I I I I� I I I � I, III Iilllill III II I illy i ,l � i First Floor +20O First Floor +20 -0 I I I I i I I --tenn I C, F t �N Yi ---- �, l F , -------------- I Cr I I I r-------------------- ------ ------I ------ L-- ——————————————— - ————————--——————————7—-- -------------------------------------7 ————— — -T---J 3855 O� O y III I I I I I I I P NEY' III I I I I I I I III I I I I I I I III I I I I I I I III I I I I I I I n III I I I I I Basem sent 9 -2 -1/2 -- -- - - - - - - - - - - - - - - - - - ------------- --- ----- ------------------------------- - -i— - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - --- - - - - -- ---- - �-- - - - - - - --- p -------------�- ---�- -------------- -�------------------------------------------------------�-� --�-, Proposed d New (_ NORTH BUILDING ELEVATION (OPTION) ------------------------------------------- ----1 ----------------------------------------------- Prestandrea 1/4 1 —0 Residence 450 Basin Rd. Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Date : 3-4-2024 Scale : 1/4"=1'-0" Title Elevations Dwg.No. A-202b i Notes: NOTE : Line of skyplane is beyond page from north property line . Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. t.o rid-ge•$+48'-_2" _ _ _ _ _ _ _ _ _ _ _ _ DO NOT SCALE THE DRAWINGS.If a 28'-2"from finished dimension is needed that does not exist on first floor the drawings,contact the architect for additional information. REVISIONS o`�Q� o Zinc coated copper roof w/ ]J"drip edge. open slat aluminum/cedar canopy / Second Floor�±31'-0" - - - - - - - - - - - - - - - - - - - - - - _ __ -- - - I — I a�/,/,ntion + 27.2' _ average 93rade + 10 -0 - - lx4 eastern white cedar stained to match i Maibec light gray H2BC. I I First Floor ' - -- -- - - --- - - i..- -- - - - - - - - - - r �FlPvntion + 17.2' average gradeIII WIN WIN I .r fi -------------- Lr-- ------------------------ -- -----------1 TJ -------------J _ I I I I L r^ < I II I II I II souttheast property line I Basement , +9�'-2-1 - - - - - - - - - - - - - - - - - - - - - - - - - - ��— _ - - - - - ----------- proposed New OA ---------------------- --------------------- + - - - - - 4r-0" ------- -- -- ------------------------------------------------------- Prestandrea EAST BUILDING ELEVATION Residence 1 1/4=' -0 450 Basin Rd. Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Date : 9-21-2023 Scale : 1/411=r'-o" Title Elevations Dwg.No. A-203 i Notes: N OT E : Line of skyplane is beyond page from north property line . Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be \ considered to be included work although not ` directly specified or shown in the drawing. -`- DO NOT SCALE THE DRAWINGS. If a 28'-2"from finished dimension is needed that does not exist on first floor the drawings,contact the architect for additional information. REVISIONS western red cedar 18"perfections C�4 w/s.s.nails. \ i --- -- \o1- Zinc coated copper roof w/ 1- "drip edge. _Second _Floor +31'-0" Zinc coated copper Canopy - w/ 14"deep edge. �\ - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - --- - - ion + 72' -- - average grade + 10 - o -- Maibec eastern white cedar - light gray H2BC 18"perfections - - - w/s.s.nails.. First Floor +20'-0" f-Ell vAFF — _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - $Flevntion_+__1.7.2 '� - - ;-� �'` D ' , average grade C� 0 southeast property line Op N �1 Basemen A 9'-2 1 f 2" _ _ _ _ � - - -- - - - - - - Proposed New Y � l 40'-0" Prestandrea :A( D WEST BUILDING Residence 14 -1 -0 450 Basin Rd. Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY Date : 9-21-2023 Scale : 1/4"=1'-0" Title Elevations Dwg.No. A-204 i Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a *Western Cedar shingle 18"Perfection w/s.s nails. dimension is needed that does not exist on *30#building felt the drawings,contact the architect for g � *ice n @ base of roof l f 9 and water shield protection b additional information. *3/4"cdx plywood sheathing *2x 12 ridge 2x 10 rafters @ 16"o.c. REVISIONS *Rafter to ridge strapping(to caode). *H-3 hurricane ties on outside of each rafter BEDROOM BEDROOM *6"closed cell spray foam R-42+1/2" gypsum board # 2 # 3 : TYPICAL EXTERIORS WALL ASSEMBLY 000 *Maibec eastern white cedair light gray H2BC 18"perfecAions. * 15#bldg felt or'tyvek' * 1/2"cdx plywood sheathing (plywood must be i o continuous from foundation sill to top of top wall plates. o b j *2x6 @ 16"d.fir wall studs a, *2"closed cell spray foam(R-1 4)+R-13 Performance batt insulation(R-27) * 1/2" gypsum board �: "t TYPICAL FRAME OVER GARAGREFLOOR ASSEMBLY: *tile/wood floor finish BEDROOM # 1 BEDROOM# 4 BATH 4 *J"cdx plywood sub-floor glued wind nailed to joists BA�-TH 2 BATH 3 *11-7/8"X 1-3/4"TJI floor josts G 12"o.c. 7/8"TJ 16'rOC 7/8" TJ 16,,OC *5/8closge insulation( -3 ) gypsum board cell spray insu n Ft 5 Al I©s6o� � ,11 io s6o @ � s c a3 ANTRY MUD ® GARAGE 0 KITCHEN o DEN LIVING a 11 7/8 TJI©560 @ 16"OC :11 7/8"TJI®560.@ 16"OC ' 11 7/8"TJI®560 @ 16"be /\\/\ \ r\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\/i\ \ \//\//\// ?//\�//\�// � �/i\�/i\� REC. ROOM MECH. STORAGE ' \/ \ \ \ \ \ \ \ \ \ \ \ \ \/ GYM �' \// \ TYPICAL FOUNDATION: / / 2x6 acq plate \ \ * 5/8"x 12"anchor bolts \\ \\ // termite shield w/sill sealer \\j/ AREAWAY /\/\/\/\/\/ /\/\/\/\/\/*10"wide x 10'height p.c.fnt.wall on 20"w x10"h p.c. \ \/\\/\\/\\/\\/\ \\ \\ \\ \\ \\ \ footing. /\// \ /\//\//\//\//\/*2"x4"key / Proposed New �\ \/\\/\\/\\/\\/ \/\\/\\/\\/\\/\*waterproofing("marflex"or similar). MAX 3.75 RW by Insofast insulation system on Prestandrea foundation walls p.c (3500psi) garage slab \/\/\/\/\/\/\/\�\ \ \ \ \ \ \ \ \ \ \ \/\/\ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ Residence %\\/\\/\\/\\/\\/\\/\\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ // /• over r666 mill poly vapor barriererand wire // // \ \ \j\\j\\ \\j\\%\\%\\j\\j\\j\\j\\j\\j\\j\\j\\j\* 2„ ex ansion XPS foam \\\\\\\\\\\\\\\\\\\\\\��\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ 450 Basin Rd. 2" compacted sa nd f \//\//\//\//\//\//\//\/ \//\//\//\//\//\//\///\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//// Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street BuildingSection Sag Harbor, NY Date : 12-4-2023 Scale : 1/4"=1'-0° Title Sections Dwg.No. A-3 0 1 Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in he drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. TYPICAL *Western Cedar shingle 18"Perfection w/s.s nails. DO NOT SCALE THE DRAWINGS.If a *30#building felt *ice and water shield protection @ base of roof Ori * drawings,dimension g ontact he architect for exists needed that does not 3/4 cdx plywood sheathing > u... the *2 x 12 ridge additional information. *2x10 rafters @ 16"o.c. *Rafter to ridge strapping(to code). *H-3 hurricane ties on outside of each rafter REVISIONS *6"closed cell spray foam R-42 *1/2" gypsum board STAIR HALL#2 TYPICAL EXTERIOR WALL ASSEMBLY a *Maibec eastern white cedar BATH light gray H2BC 18" perfections. t # 1 * 15#bldg felt or'tyvek' * 1/2"cdx plywood sheathing (plywood must be continuous from foundation sill to top of top wall plates. N M *2x6 @ 16"d.fir wall studs g g *2"closed cell spray foam(R-14)+ i R R-13 Performance batt insulation(R-27) .° a, * 1/2" gypsum board F_ TYPICAL FRAME OVER GARAGE FLOOR ASSEMBLY: *tile/wood floor finish * HALL 2"cdx plywood sub-floor glued and nailed to joists *11-7/8"X 1-3/4"TJI floor josts @ 12"o.c. BEDROOM # 5 WIC #]1 #1 *5"closed cell spray insulation(R.-35) *5/8" fire code gypsum board 11 7/8"TJI®560 @ 16"OCR ;11 7/8"TJICp 560 @ 16"OC 11 7/8"TJI®560 @ 16"OC m o tread °° s , POWDER I shelving I I shelving unit t.b.d. I I unit t.b.d. I DEN HALL r—C GARAGE I I I l DEN � @. 560 @ 16"OC kr 11 7/8 TJI®560 cn 16 OC +11 7/8 TJI®560 16 OC . ,. � �11 7/8 TJI® /\/\�/\/\/\/\ / \\/\ ��\\ \ \�\\�\\j\\%\\j\\/\/\/\/ \/\/\/\ \/ \ \\\\\ \% \%\\% tread \/\\//\//\//\//\//\//\// \ / E , \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ g \\ \\ \ 201 \ \\ \\ ^ o /%//%// y� ►L \ TYPICAL FOUNDATION: / \\%\\% �OF N * �tJ 2x6 acq plate * 5/8"x 12"anchor bolts %\\\/ termite shield w/sill sealer / / BATHROOM#6 REC. ROOM AREAWAYj// 10"wide x 10'height p.c.fnt.wall on 20"w x10"h p.c. GYM /\\/\\j footing. 2"x4"key \\/\\ Proposed New * „ r similar). / \/ /� waterproofing( marflex o s ) .;. . � >... ,, ., ,, , `yY ,;. /\// / / / insulation system n \ \ In fast nsu to s to o � \ � � MAX 3 5 y y /\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \.: \ \ \ \ Prestandrea foundation walls (R-15.9) / // // // // // // // // // // // // // // // // // // // // // // // // /\//\//\�/\//\//\//\//\//\//\//\//\// //\// // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // / \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\\ \\\\\\\\\\\ �� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ Residence ///\// //\/\/\ 450 Basin Rd. 0 / X X Southold, NY Kathryn Fee, A.I.A. Architect III�1 Buildin i Section E �o2 1/4-1 Sag Street �- Sag Harbor, NY Date : 12-4-2023 Scale : 1/4"=1'-0" Title Sections Dwg.No. A-302 Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not TYPICAL ROOF SYSTEM directly specified or shown in the drawing. *Western Cedar shingle 18"Perfection w/s.s nails. DO NOT SCALE THE DRAWINGS. If a *30#building felt *ice and water shield protection @ base of roof dimension is needed that does not exist on *3/4"cdx plywood sheathing the drawings,contact the architect for *2 x 12 ridge additional information. *2x10 rafters @ 16"o.c. *Rafter to ridge strapping(to code). *H-3 hurricane ties on outside of each rafter REVISIONS *6"closed cell spray foam R-42 *1/2" gypsum board TYPICAL EXTERIOR WALL ASSEMBLY *Maibec eastern white cedar ri light gray H2BC 18"perfections. * 15#bldg felt or'tyvek' BEDROOM * 1/2"cdx plywood sheathing (plywood must be # 3 continuous from foundation sill to top of top wall plates. ` *2x6 @ 16"d.fir wall studs ` *2"closed cell spray foam(R-14)+R-13 Performance batt '8�' insulation(R-27) ` ^ - * 1/2" gypsum board STAIR TYPICAL FLAT ROOF SYSTEM HALL i * EPDM membrane roofing system #2 * 1/2"high density pitchboard roof insulation *3/4"Mg cdx plywood roof decking-glued and nailed to joists ll joists @ 16"o.c. 7/8"TJI®560 @ 16 OCC: ' *6"clos ed cell spray foam R-42 *2 gypsum board ceiling PANTRY TYPICAL FRAME FLOOR ASSEMBLY: *tile/wood floor finish � *4"cdx plywood sub-floor glued and nailed to joists STAIR *11-7/8"X 1-3/4"TJI floor josts @ 12"o.c. HALL *3"mineral wool J"gypsum board ceiling i TYPICAL FOUNDATION WALL: *2x6 acq plate MICRO * 5/8"x 12"anchor bolts *termite shield w/sill sealer *10"wide x 10'height p.c.fnt.wall on 20"w x10"h p.c. DIN footing +MAX 3.75 RW by Insofast (R-15.9) *2"x4"key 11 7/8" TJI©560 C 16"OC waterproofing("marflex"or similar). 77 \�� //\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/\\/\\/\\/\\/ /\\/\\ . , �/ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ l 'NI V V, STORAGE x ; / / / / / / / / / / / \\i\\\\\\\\\\\\\\\\\\ /\\/\\/\\/\\/\\/ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ • • \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ N\11 ol \,\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ /\\/\\� \\/\\/\\/\\/\\/\\/\\/\\/\\/�\\ � N��� \ \i/ / / / / / / / / /. \/\/\/\/ \\/; \/ \\�\\j\j\\j\j\j\j\\ \ \\ \\/ / // Proposed New\ / / / j//\ \\ \ \ .\,//\/ //\\//\\//\\//\\//\ /\ \ \ \ \ \ \ \ \ Prestandrea /\\/\\/\\/\\/ \\/\\ Residence ��/���/i��/i��/��\/��\/\\/�\ , 450 Basin Rd. Southold, NY Kathryn Fee, A.I.A. Architect 69 C Main Street Sag Harbor, NY 1 Building Section A-30 Date : 1-16-2024 Scale : 1/4"=1'-0" Title Sections Dwg.No. A-303 Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. TYPICAL EXTERIOR WALL ASSEMBLY Error or Omissions in the drawings which * Maibec eastern white Cedar are clearly necessary for the completion of 5/8" firecode gypsum board. light gray 11213C 18"perfections. the work or its appurtenances shall be 2X6 *15#bidg felt or'tyvek' 2X6 considered to be included work although not ACQ - 2X6 sill plate over YORHSHIELD termite shield (or equb.) ACQ - 2X6 sill plate over YORHSHIELD termite shield (or equiv.) g over DOW (or equiv.) sill seal.. *112'cdx plywood sheathing (plywood must be over DOW (or equiv.) sill seal.. directly specified or shown in the drawing. flooring material continuous from foundation sill to top of top wall plates. flooring material 314' PLYWOOD *2X6 @ 16"d.fir wall studs 3 4" PLYWOOD DO NOT SCALE THE DRAWINGS.If a 3 min. close cell spray foam. ® rim joists. 3 min. close cell spray foam. ® rim joists. rim joists. *2"closed cell spray foam (R-1� + rim joists. dimension is needed that does not exist on pp.c. slab (3500psi) garage slab 5/8" golvan. hooked anchor bolt ® 36' o,c 12" from comers. R-13 Performance Batt insulation (R-27) 5/8' galvan. hooked anchor bolt ® 36" ox 12" from comers. the drawings,contact the architect for owl 6x6 10/10 w.w.f lopped and wire _ _ _ _ _ *1l2" gypsum board - - - - coover�i mil poi yr apoe bamer-:F - - 22' expansion XPS foam + 44" compacted sand fill REVISIONS 11'exponsion joint around perimeter. 11-7/8'TJI 560 ® 16' o.c. 11-7/8"TJI 560 ® 16" o.c. ° 1 2 gypsum board drywall. soundea ing insulation. 1/2" gypsum board drywall.' soundea mg insulation. v• II v . II o '� continuous fire blocking .� continuous fire blocking + /�.�IIOUnC 6e \\\/\\ \\/\\\' \\,\ \ D 3/4 dig. moh dowels / /\/\ ��'' / \/ \/ x'a—§ ®16�jC" / / / a. //` // '/� // / / / X o o� A. \ a \\\ \ \\ \� \ \ \` \\j \/\\j\/\Ox, \i\ 10' CAST-IN-PLACE CONCRETE \/ `\/ \/\\/ \/'\\,\ \\// 0 10' CAST-IN-PLACE CONCRETE \ \ \ WALL 4000 psi, \ /\\ \\/ /\\/\\ `, \ WALL 4000 psi. A #5 rebar @ x 36' o.c \/ //' / / \/\\/ /\/ #5 rebar @ x 36' o.c \/\/\/\ / vertical, \/\/\\/\ \\\\ \\\ p vertical. �\ /\ / �//\ #5 rebar @ x 24 o.c \/\/\\/ \\/ \ �n #5 rebar @ x 24 o.c \\ \\ \\ \` \ ° horizontal reinforcement. \\ \\ '\ \\/\\ \ \ horizontal reinforcement, /�� keyway. ' /\ /\ \\/\ /� p keyway. \\ \' \ \ v M \\ \. p f expansion XPS foam. / \ / //\�\/\�\\/ #5 expansion @ 24'So o.c,, #5 rebar @ 24' ac., (3)#5 rebar \ \ \' \' \\ \ \ \ D o s 3)#5 rebar structural column. along footing. along footing. column base. 1/2' expansion XPS f oam. \ \ #5 rebar @ 24' o.c.. \/ \/ a /\/\/i\/\/ / �4)#5 rebar CONCRETE SOLID FLAT SLAB / / // // / CONCRETE S❑LID FLAT SLAB / \ / /. °' 2' expansion XPS foam\\ , '•\ \\\ \\ p \\/ /\ \' 2' expansion XPS foam along footing. /\/ / CAST-IN-PLACE slNCRETE \ \ / 6 mil poll \ /\ \ \ / \ 6 mil oil \ \ \\/ a \ \\/ \\ \\ \ P F❑❑TINGE 4000 psL Raolllant CONCRETE t SOLID FLAT SLAB ` ° \ \ to \.;�•.�� �; \ `\ \ \ a \ \\ \ \ \ \ \ Ill—r-2' expansion XPS foam + 6 mil poly. \ \`.� — — — - — — — — — — \/� \ \/ i — _• —•— -,a — — —•— — — — — t.o. slab +4" i i ; / /�\ --�- r oa d // /\ \ /%%/i / /i % /\ ° ` '/ i'�'\\/i: '\ /�! \ '% / \\ \ \\ \\ \\ /\\\' \ Proposed New \ \\\ \ \ \ \ \ \\ \ \ \/ \ \\\,\\ \\, ° \\ \ , \\\ \ \ \ 1 �0 b f ti / / \ , " ;7 " : „ / ,/ /\// \\/ \/� , ,/ / �/ / \� "' , " / j" ". \ /\\ i/\// / //`. , \ \\ =�-\\ ~\ \\ \ Prestandrea / \ \% /i\2'=2 ii�/ \/\�'`//\% \\ \/ �i\/`\ \% / \/; /,' ; \,2'-2" / \ ' / / / / / \/ / / \ \\ \ \ " ". ,�" ` � " " . , \ ,\ \\; \ \ \ \,; Residence / //� \ \/ / \/\\:\\ �/ \� \ / \�, /\\ \ \/\�i / \' \\ \ /\//\//\//`/%` //` \ \ \' / \\ / \/\ \ \ / \ \ \r / \/ ; \ 450 Basin Rd. \/\ /\/ \� i \� /�/' '/ \/ \i//\/ /\ / \\/ \/\/ /\/\/\.,\ / .\/ \1 2�'2 / / Southold NY \':� \ \, \ �\ \ ' � \ \ \ \ \ ' \ � \/ \ \ \ \ � \ , \ � � / \ \ \ \ \\ \ \ � \ �\/,/ '/% / / , /��/' // , / / � i � /%' / Kathryn Fee, A.I.A. // / /i / / / \ . ,/ \,/� / ,/\, / / \ ,/ / / � \ �\'\' `\ �\ \�\ \/\ \ \\ \ \\ \ \ ;\;`\/\ \/\, \ \, \ ,\\ \ \\ \ \;'\ /� // / , // /,,' Architect \/\/\i\'\/i\/%` ' 69 C Main Street Sag Harbor, NY Date : 3-20-2024 Scale : 1/4"=F-011 foundation wall— garage slab foundation wall TYP. column footingTitle C 1 3/4*-1.-0. 02 3�4.��.-0. 03 3/40-V-00 Detais Dwg.No. A-501 Notes: WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE MARK R.O. TYPE MANUFACTURER MODEL LOCATION U-value Notes; Width HEIGHT __ MARK MANUFACTURER Type SIZE Location 100 8'-10 1/2" 8' DOUBLE HUMG MARVIN ELEVATE (3)CN3672+(3)CN 3624 DEN ,270 yp wD HGT 101 5'-6" 9' DOUBLE HUMG MARVIN ELEVATE CUSTOM DEN HALL 1270 TEMPEREED 102 5'-6" 9' DOUBLE HUMG MARVIN ELEVATE CUSTOM DEN HALL ,270 TEMPEREED D- 1 tbd — pivot entry door w side lights 7" 9 " Entry 103 6'-0" 61- 0 3/4" DOUBLE HUMG MARVIN ELEVATE (2)CN 3672 LIVING ,270 -- D-2 TBD garage door 8 3 16 9 1 8" Garage Ownership and Use of Documents: 104 3'-0" 6' DOUBLE HUMG MARVIN ELEVATE CN 3672 POWDER ,270 -- D-3 TBD garage door 8 3 16 9 1 8" Garage 105 5'-10" 1�7'-5" DOUBLE HUNG + TRANSOM MARVIN ELEVATE CUSTOM STAIR WELL ,270 TEMPEREEDthedeasandarange specifications including V ELEVATE A T E C 2)C N 3 6 2 4 GARAGE ,2 7 0 -- D —4 TBD garage door 8 3 16" 9 1 8" Gara e the ideas and arrangements represented 10 6 6 0 6 0 3/4 DOUBLE HUMG MARVIN N E L therein,are the property of the architect.No part therof shall be copied,disclosed to 107 11'-11 5/8" 6'--0 3/4" DOUBLE HUMG MARVIN ELEVATE (4)CN 3672 DINING 270 -- D-5 tbd Hinged Single 2 1 2 7 Powder others or used in connection with any work 108 6'-0" 61- 0 3/4" DOUBLE HUMG MARVIN ELEVATE (2)CN 3672 DINING 270 or project other than for which they have -- D- 6 Marvin Modern triple sliding door 11 " 9 " Kitchen been prepared without the expressed written 200 3'-0" 5' DOUBLE HUNG MARVIN ELEVATE CN 3660 BATH # 1 270 TEMPEREED consent of Kathryn Fee Architect P.C.. 201 3'-0" 5' DOUBLE HUNG MARVIN ELEVATE CN 3660 BATH # 1 �270 TEMPEREED D- 7 Marvin Modern Sliding four panel 1 —4 9 Living 202 3'-0" 5' DOUBLE HUNG MARVIN ELEVATE CN 3660 BATH # 1 ,270 D-8 - - - - 1 1 " 9 " Den ar cleor rlynecessaryf rthecompletion ohe i pletigs o which are clearly necessary for the completion of 203 3'-0" 5' DOUBLE HUNG MARVIN ELEVATE CN 3660 HALL # 1 ,270 -- the work or its appurtenances shall be 204 6'-0" 6'-0 1/4" DOUBLE HUNG MARVIN ELEVATE (2)CN 3672 WIC # 1 ,270 -- considered to be included work although not 205 6'-0 6' DOUBLE HUNG MARVIN ELEVATE (2)CN 3672 BED # 5 .270 -- directly specified or shown in the drawing. " 206 2'-6 3/8" 5' DOUBLE HUNG MARVIN ELEVATE CN 3060 BED # 5 .270 -- DO NOT SCALE THE DRAWINGS.Ifa 207 2'-6 3/8" 5' DOUBLE HUNG MARVIN ELEVATE CN 3060 BATH # 5 ,270 the drawings, coma thatdohitectes not exist on the drawings,contact the architect for 208 2 3/8" 5' DOUBLE HUNG MARVIN ELEVATE CN 3060 BATH # 4 ,270 additional information. 209 3'-0" 2'-6" AWNING MARVIN ELEVATE CN3730 BATH # 4 ,270 210 6'-0 6' DOUBLE HUNG MARVIN ELEVATE (2)CN 3672 BED # 4 ,270 -- REVISIONS " 211 3'-0" 2'-6" AWNING MARVIN ELEVATE CN3730 BED # 4 ,270 212 6'-0" 6' DOUBLE HUNG MARVIN ELEVATE (2)CN 3672 BED # 3 ,270 -- 213 3'-0" 2'-6" AWNING MARVIN ELEVATE CN3730 BATH # 3 ,270 214 3'-0" 2'-6" AWNING MARVIN ELEVATE CN3730 BATH # 2 ,270 215 6'-0" 6' DOUBLE HUNG MARVIN ELEVATE (2)CN 3672 BED # 2 ,270 -- 216 9'-0" 6' DOUBLE HUNG MARVIN ELEVATE (3)CN 3672 BED # 1 ,270 -- 217 6'-0" 5' DOUBLE HUNG MARVIN ELEVATE (2)CN3660 BED # 1 ,270 -- 218 6'-0" 5' DOUBLE HUNG MARVIN ELEVATE (2)CN3660 BATH # 1 ,270 B01 8'-11" 6' AWNING MARVIN ELEVATE (3)CN3672 GYM-BASEMENT ,270 -- B02 6'-0 1/2" 6' AWNING MARVIN ELEVATE (2)CN 3672 MEDIA-BASEMENT .270 -- B03 3'-0 1/2" 2'-6 1/4" AWNING MARVIN ELEVATE CN3730 BATH # 3 270 Marvin SLID 8" muntins w/ spacer bar stainless, low E w/ Argon , primed interiors, jamb depth C.T.V. ROOF 4" V.T.R. 4" V.T.R. 4" V.T.R. MASTER BATH 91 i I G� 1 ,A BATH # 2 'r BATH 3 LAUNDRY — — — — _BATH J 4 BATH 5 I L a;; : +0 t" v ,� ,,, v ,� 2„ v-1 1'. V _* 1~ V � I � 1 I I T �1" v I I I I T - - -�_ _ _ � T 49, 1 2" V I 1"v I i"v 2" v I I I i"V �c 2" v 1 t"V �c 2" v uv uv I I I LAv 1 uv 1 uv I LAv OF v i we �" v I WASH J 1" v we v SECOND FLOOR JTUBB I SHOWER i ISHOWER I SHOWERI I SHOWERI SHOWERI ----------------- ------ ----- ---- --- - ------- ----------- --------- --- ----- -- 3„ 3. 13" 3„ 2" 2" 3„ 3„ 3" I 2„ " 3" -- --2" ---- a'—3 ------------------ Proposed New Prestandrea KITCHEN J- PANTRY POWDER I SEASONAL BATH Residence r I I 450 Basin Rd. 1 I I �1" v Southold, NY �2„ v �-," v 1" V "� t„ V t„ V `�1" V I 1 I 1 4" FRESH AIR VENT �'" v we V we V r Kathryn Fee, A.I.A. DwI Ow SINKFIRST FLOOR - ------------------- ----- ----- ----- ---- ---------------- ------- Architect I 3" 2" 3" 2" I C.O. TO APPROVED 69 C Main Street SANITARY SYSTEM 3"t t BATH #s Sag Harbor, NY X.H.C.J. HOUSE TRAP \ 2" v 1" v,¢ Date : 1-17-2024 1 LAv Scale we 1 Title BASEMENT I7SH 3" 2" Schedules Dwg. No. Eject A-601 _ Pump I Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No A- 03 part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. Error or Omissions in the drawings which are clearly necessary for the completion of F-------------------------I-----------------------7 the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. I DO NOT SCALE THE DRAWINGS.If a I I I I dimension is needed that does not exist on I I I I I the drawings,contact the architect for I I additional information. I I I I I I I I I ---- ' ------------------- ----------------------- REVISIONS --------------- � I I I I I I I -------------------------------------- I , -,------------------------------------------------� I I I I I __J I I I I I I I I I I I I --------------------------------------- M �DIA r - ----------- ----- -- _--- - - 18'X 22' I I I I 91-011 T I I I ----------- ceiling height MECH. kk 12'X 16'-3" STO GE . ,I. I � I 9'-911 9'-91' I - 1 C (ceiling height ceiling hUght GYM ' ii - - - -- - - - 1510"X18LL-. - L -- -- -1 - - - - - -- -- + - -- --- -- - - - -+- —r- - - - - - --rt - - -- - --r- —� - - - - - - - - - - - - - - - - A-301 I I I I 9'-9" A-301 ceiling height !EGRE'S -- I I I I i I I I I I r' `g i \ I ---- I L-------- I 3 3T—Eq I I I I I I I I I I I I I I I I I I I I I I M I I I I I I + L----------------- -- I I I I I I I I I I r I I I I I I I I L J IO I i S I I I I I I A-302 L------------i r ------ - ---- ----� r - - - - - - - - - - - - - - -i - - - - - - - - - - - + - 1 I I I I 1 ----- -------------- ----------- -----� + ---------------- ------------------------------ � --� ------ I I L I I I I I I I I I A-301 L- -- - -- -- --- -- --- -- ----------------J I I I I I I I 1- - - - - - - - - - - - - - - -I- L------------------� r-- -- -------- - I I I I I I I I I I I I I I 1 « { (t{ B2 BAT 00 s - — - - - —�r-r=i it-- r- z---- ---I- -n tv •: �'-0" eiling he' ht - - J V 4 $ I I EGRESS -A-------------------- s � - w ---- ------ ------------� I i ---------- ---- -� F - - -- - N��i�1 L------------------------- y� L ---------------- ------------------L Proposed New Prestandrea Residence 450 Basin Rd. A-3o3 Southold, NY 1 ELECTRICAL SYMBOL SCHEDULE Kathryn Fee, A.I.A. DUPLEX RECEPTACLE TYPICAL;SWITCH @ 44"A.F.F. O UTILITY LIGHT <w OF FAN WITH LIGHT FC FAST CHARGE OUTLET Architect (TYPICALLY CENTERED IN BASEBOARD) G.F.I. DUPLEX RECEPTACLE GROUNDED $3 3-WAY SWVITCH @ 44"A.F.F. RECESSED SHOWER LIGHT EF EXHAUST FAN o FLOURESCENT FIXTURE 69 C Main Street WP• � OR WATERPROOF T Sag Harbor, NY ® DUPLEX RECEPTACLE {S} SURFACEE MOUNTED J-BOX Q EXTERIOR FIXTURE ' UNDERCABINET LIGHT I-- -} CLOSET LIGHTS(jamb switches) ( FLOOR MOUNTED) 'r' Date : 1-31-2024 ® SPECIAL PURPOSE APPLIANCE OR CHANDEILIER SCONCE TO HANG FROM CEILING TRACK LIGHTING EQUIPMENT OUTLET 1' CEILING FAN w/SPEED CONTROL& LIGHTS Scale : 1/4"=1'-0" CAT 6 (H HANGING LIGHT Q WALL SCONCE SMOKE&CARBON Title TV OUTLET RECESSED DOWNLIGHT n POOL LIGHT (u MONOPOINTS ,fh Basement EleCtnC 4 CANS-- LOW VOLTAGE LED Y 1" `� WALL WASHERS Dwg. No. E- 101 I Notes: Q1, 0 J M M I P POOL ' `_- I - P. , Ownership and Use of Documents: M Oleck These drawings and specifications including the ideas and arrangements represented dl1 i therein,are the property of the architect.No part therof shall be copied,disclosed to trt SPA I others or used in connection with any work or project other than for which they have pool cover. been prepared without the expressed written consent of Kathryn Fee Architect P.C.. r --_— --------- -------------------- ---------- ————j 6P rnN Pool lights. \ Error or Omissions in the drawings which are clearly necessary for the completion of I I SKISKIE \ E E the work or its appurtenances shall be - _ — COVERED I ___________________ ___________________ ___ ________ considered to be included work although not II II _ RCH -- -- g !LWDIN I - E GRILLE i ` directly specified or shown in the drawing. III \ i DECK / i 10- I I DO NOT SCALE THE DRAWINGS. If a 5 / i ceiling h ight i I I K i dimension is needed that does not exist on x P WD R 4 mahogany deck boards / I I I I S 4 I the drawings,contact the architect for I � I TDOOR additional information. N — — — i . ROWER ` ref. E E I I REVISIONS I I ` I I I I I / I I _ � - - - - - - / / I LIVING , — - ---`---/--- --- �- - --- --- ---- - -- �I 101 r-M -011 ceiling height / KITC:HEN 9' �6 difing;height FO 3 3 PLANTING TINY � / / I' / \ / ovens 1 ' a _ _ _ double / \{ DEN _______ _ 36"cab. / BED -- -�--- -r�- - I cathedral ceil / FO i 24" 1 24"�j i C w 4"IE / ls° I. / I I 1 drawers I I \ wine I I MUD I 11 C I 3; , I i 34" "d G1• r coumendp _ _o_ ceiling hit(landscape light I \ \ { ep w/ tcrowa�m (tile I floor) - -------- --- I I 1 -�- - - - - �-- - - - - - - - - - - - -- - - - - - -� - - - - -- - - - - -� - - - - �- - - - -- - - - - - -- - - - - - - - - - - - - - 4W - - - - A-301 \ / / � JGF_ 36"cooktop 36"ref. 36"cab. K \ GARAGE S provide 5/8 flrecode / I 24"cab. rs we s 24"cab. I gyp• bd. I ® - I 32'lef throughout E ) PANTRY , \ I 10'-0" closet countertop closet — \ \I / ♦— I ---I I 3 f ceiling height ,---6T \ DEN HALL 3 I I I\ \ i 10'-0" i 1 I ,I F STAIR HAL _1 I I ✓ \ 1 ------------------- -- �I i 1 \ -- Kling height i - -A / \ I I I \ ,,10�0 i1197"\\ � i I / 'eilingheight --------------------- A-302 - - - - — - - —I-- - - �t9 I 3 3 1 fin Aluminum safety grates G.F \ / i `T r.R YN � / � , \ �� A w/egress ladder. -�. �,.�� �� ...�F��.tt; .; ' / I � � I Hn UT lights in shelves / 8 / AL t.b.d. _ / t ENTRYi/ _ `�� el - ( POWDER 3 height — — - - I - �tSa� . . Aluminum safe rates t3'g ceiling height w/egress ladder. - - - - - - - _ U l� / — \ J C E \ FLOOD Proposed New I - \ ENTRY PORE=I — � �/ PATH Prestandrea' sttone I Residence 450 Basin Rd. A- 03 1 Southold,NY Kathryn Fee, A.I.A. ELECTRICAL SYMBOL SCHEDULE Architect 69 C Main Street DUPLEX RECEPTACLE TYPICAL SWITCH @ 44"A.F.F. O UTILITY LIGHT 4,,OF FAN WITH LIGHT FC FAST CHARGE OUTLET Sa Harbor NY (TYPICALLY CENTERED IN BASEBOARD) g G.F.I. DUPLEX RECEPTACLE GROUNDED 3 3-WAY SWITCH @ 44"A.F.F. RECESSED SHOWER LIGHT EF EXHAUST FAN o FLOURESCENT FIXTURE Date : 1-31-2024 W.P. OR WATERPROOF ® DUPLEX RECEPTACLE Scale : 1/4°=1'-0" S SURFACE MOUNTED J-BOX E EXTERIOR FIXTURE UNDERCABINET LIGHT I � CLOSET LIGHTS Qamb switches) ( FLOOR MOUNTED) Title ® SPECIAL PURPOSE APPLIANCE OR CHANDELIER SCONCE TO HANG FROM CEILING TRACK LIGHTING 1 EQUIPMENT OUTLET "`rrr'' CEILING FAN w/SPEED CONTROL& LIGHTS First Floor Electric CAT 6 {H)- HANGING LIGHT Q WALL SCONCE ® SMOKE&CARBON Dwg. No. RECESSED DOWNLIGHT WALL WASHERS FTv] TV OUTLET 4" CANS- LOW VOLTAGE LED ,ff�POOL LIGHT nu MONOPOINTS 7 `� E- 102 HEAT DETECTOR BY CODE Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein,are the property of the architect.No A- 03 part therof shall be copied,disclosed to I others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C.. I Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be I considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS.If a dimension is needed that does not exist on the drawings,contact the architect for additional information. I t REVISIONS _ <0> � { BEDROOM#4 G.F.I. BEDROOM# 1 3 3 I '� 9'-0"heigh cathedr�l ceiling I tray ceiling rill", TH #eil•n hei --_-BEDROOM#2____ ATH-� � BEDROOM # 3 BEDROOM I cathedral ceiling j 9,41 -011 ! I I cathedral ceiling — _ iI\ng heigh ceiling�i - _ CID SDI \ 114 Sp ceiling height I 1 - - - - - - - - - - - - - - - - �- - - - W -; - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - 1 SD �1 ------ ------------ I SD ;✓ LAUNDRY i M A-301 M M I ❑ WIC# t= i GF.L i s 9'-0" I ceiling height V19�192 ------ - ceiling hell ht t G.F.I. / I I I I ceiling height I / BATH# 1 to remote $ATIi#5 cathedral ceiling exhaust. BACK HALL 1. �, v� -0 / -__ _- 9'-0" J i ceilin height V \ oiling height 1 0 --- _ HALL-#-1� — —to remotes 9.01 — �/ \ ' / — - -- -- —STAIR-ILL 92 ceiling height sloped ceiling exhaust. I . g g A-302 - - - - - - - - - - - - - - - - - - - - J- - —0 — �� M qP — --� WIC#1 1 t b low I — 0 0 o p I 1 9'-3"height } / _ - — _ _ = BEDROOM 45 n tray I I ceiling cathedr 1 ceiling --� - 7TT f OF N49> �vJ Proposed New Prestandrea Residence 450 Basin Rd. A— 03 1 Southold, NY -- Kathryn Fee, A.I.A. ELECTRICAL SYMBOL SCHEDULE Architect DUPLEX RECEPTACLE TYPICAL SWITCH @ 44"A.F.F. O UTILITY LIGHT <w O FAN WITH LIGHT FC FAST CHARGE OUTLET 69 C Main Street (TYPICALLY CENTERED IN BASEBOARD) _ Sag Harbor, NY G.F.I. DUPLEX RECEPTACLE GROUNDED 3 3-WAY SWITCH @ 44"A.F.F. RECESSED SHOWER LIGHT EF EXHAUST FAN o FLOURESCENT FIXTURE W.P. OR WATERPROOF Date : 9-1-31-2024 ® DUPLEX RECEPTACLE SURFACE MOUNTED J-BOX Q EXTERIOR FIXTURE ' UNDERCABINET LIGHT CLOSET LIGHTS Qamb switches) ( FLOOR MOUNTED) 111"' Scale : 1/4°=1'-0" SPECIAL PURPOSE APPLIANCE OR C � o TRACK LIGHTING Title ® -�- CHANDELIER SCONCE TO HANG FROM CEILING EQUIPMENT OUTLET CEILING FAN w/SPEED CONTROL &LIGHTS � Second Floor Electric CAT 6 ` -(H} HANGING LIGHT 4 WALL SCONCE SMOKE&CARBON RECESSED DOWNLIGHT Dwg.No. TV OUTLET POOL LIGHT n MONOPOINTS 0 WALL WASHERS 4" CANS- LOW VOLTAGE LED 1" O SD SMOKE DETECTOR E- 103