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48182-Z
�oyDSUEEOt��; Town of Southold 5/26/2023 y� P.O.Box 1179 o _ f 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44128 Date: 5/26/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2000 Park Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-8-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/23/2022 pursuant to which Building Permit No. 48182 dated 8/.17/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porches, outdoor shower, attached garage with attic storage above and outdoor barbeue area as applied for per ZBA#7589, dated 2/17/2022, The certificate is issued to HSA Holdings LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1709 4/17/2023 ELECTRICAL CERTIFICATE NO. 48182 3/13/ 023 PLUMBERS CERTIFICATION DATED 3/20/23 INJosepRepley Aut ri ed S g ture o�sgf toE o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Way • �� 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#: 48182 Date: 8/17/2022 Permission is hereby granted to: HSA Holdings LLC C/O Sean H. Peters 108 Remington Rd Manhasset, NY 11030 To: demolish existing dwelling and construct a new single-family dwelling as applied for per DEC Non-Jurisdiction letter, ZBA, Trustees & SCHD approvals. At premises located at: 2000 Park Ave., Mattituck SCTM #473889 Sec/Block/Lot# 123.-8-7 Pursuant to application dated 6/23/2022 and approved by the Building Inspector. To expire on 2/16/2024. . Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,840.40 CO-NEW DWELLING $50.00 DEMOLITION $702.00 Total: $3,592.40 Building Inspector i oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 sean.devlinl'a�town.southold.ny.us DUN, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: HAS Holdings LLC Address: 2000 Park Ave city:Mattituck st: NY zip: 11952 Building Permit#: 48182 Section: 123 Block: 8 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Modern Electric East License No: 34283ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 101 Ceiling Fixtures 16 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 9 Smoke Detectors 5 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 153 CO2 Detectors Sub Panel A/C Blower 4 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch 200A UC Lights 12' Dryer Recpt 30A Emergency StrobeHeat Detectors 1 Disconnect 3 Switches $0 4'LED 4 Exit Fixtures Sump Pump Other Equipment: Fridge, Mini Fridge 2, Ice Maker, Coffe, Oven, DW, Micro, Hood, Septic Disco, Floor Heat, Dehumidifier, BBQ, 200A Meter Main, 200A panel Notes: Two Story w/ unFinished Basement Inspector Signature: Date: March 13, 2023 S. Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 � Qu TOWN OF SOUTHOLD CERTItVICATJON Date: i Building Permit No. Owner: (Pleasc print) Plumber: (Please print) 1 I certifythat the solder used i1 a water supply system contains less titan 2/10 of I% P&� Y lead. �< ;. i 151 (Plumbers i6nnture) Sworn to before Diu tllis day of 20a3 BARBARA H.TANDY Notary Public,State Of New York No. 01 TA6086001 ®ualified In Suffolk County A�- Commission Expires 01/13/202-7 Notary Public, X- County ��18�o�aOE 50UTyOlo l u * TOWN OF SOUTHOLD BUILDING DEPT. Courm,��'' 631-765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONI , [ PRE C/O [ ] RENT REMA KS: ';.AWto r l DATE low INSPECTOR ho�aoe soulyOlo * # TOWN OF SOUTHOLD BUILDING DEPT. �� • io �I couNn, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O [ ] RENTAL REMARKS: Q S yl— p�Gt,VI S OL DATE INSPECTOR 0F SOUIyo� — -- �` v Y * # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPE7] INSULATIOWCAULKING ION [ ] FOUNDATION 1ST GH PLBG. [ ] OUNDATION 2ND FRAMG1� ZRAPPING [ ] FINAL ' o [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA S: DATE INSPECTOR SOUIHp h� l0 TOWN OF SOUTHOLD BUILDING DEPT. courm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. a)L412 DATE INSPECTOR lQ41f s 0 quez, # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: StVlee !;f�-JAil,W q?4. 14CV7- <� 42, DATE 15Z3 INSPECTOR SOUTy�Io TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL 0-6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION �r [ ] PRE C/O [ ] RENTAL REMARKS: I V VL D &1/0 &rlvce�� . �- S - d Pn-- �- DATE , 7 INSPECTOR CARY INSULATION 1600 9T" AVE BOHEMIA, NY 11716 PHONE: 631-218-9350 FAX: 631-218-9354 To Whom It May Concern, Cary Insulation inst d at 2000 Park Ave Roof Area 2 Inch Closed Cell Spray Foam R14 and R19 Unface Insulation Equaling R33 in Attic. Exterior Walls 2 Inch Closed Cell Spray Foam R14 and R13 Unface Equaling R27 in Exterior Walls. As well doing Fire Caulking with Hilti FSONE Fire caulking. Respectfully, Matthew Scott Production Manager/Sales Rep Cary Insulation(ATruTeam Company) (516) 241-5338 Matthew.scott@TruTeam.com Gas Pressure Test - Southh... March 18, 2023 To Whom it May Concern: Gas pressure test held at 15 PSI for 20 minutes at: 2000 Park Avenue Southhold, NY 11971 Thank you, https://docs.googIe.com/document/u/0/d/l SfvfUL3kTfliS5GwvpnJbs7Z156QX6PJVblAmm8vWrU/mobilebasic 3/18/23, 2:03 PM Page 1 of 1 see N BASEMENT 6' 6' 4' 7' 6' Ret Riser 14x12 l 6' m g 22x8 —— ———— - 6' 16x6 4 6. 6' _ Mechanical Legend Sheet Metal Supply Trunk Sheet Metal Return Trunk a..,.,,. .,.,....- Flex Duct L2� F Supply Grille/Register a GAW/Fiegister Above I---- _;Zna Wall Grille/Register Job#: 2000 Park Avenue Home Energy Solutions Scale: 1 : 141 Performed by Gerson Rubio for: page 1 187 E Main St PightSuite®Universa12 021 2000 Park Avenue Huntington,NY 11743 21.0.08 RSU25299 Mattituck,NY 11952 Phone:631-673-0664 2022-Mar-02 13:01:54 home-energysolutions.com gdlamay3@gmail.com ...enue\2000 Park Avenue ManJSD.ru N-+ 1ST FLOOR czdm 62dMI 27 dm 800 Ch 62 CIM Ret R- 14 x 12 62 dm X37 dm lldm62d"I Od* JIM Mechanical Legend [l � Sheet Metal Supply Trunk --------j Sheet Metal Return Trunk ---------------- Flex Duct l>< S -Sup6fy d(W/Register rc Grille/Regisler Above Wall Grille/Register Job#: 2000 Park Avenue Home Energy Solutions Scale: 1 141 Performed by Gerson Rubio for: Page 2 187 E Main St Pight-SuiteO Universal 2021 2000 Park Avenue Huntington,NY 11743 21.0.08 RSU25299 Mattituck,NY 11952 Phone:631-673-0664 2022-Mar-02 13:01:56 home-energysolutions.com gdlamay3@gmail.com ...enue\2000 Park Avenue ManJSD.ru N 2ND FLOOR 1?L•'UROO-df 1 BhDROO,W 2 B.4f1f 55 dm 80 dm 30 dm 6' 8' 4 13d° LINIXM;1:01lNGE 6' 0%1'3 IF i HB dm 10' 10' 7' i B1i11RlN1Ad 3 525 dm 14' 8' 81dm 4' 8.47}13 19dmj 8' i 100 dm Mechanical Legend (}— ---�] Sheet Metal Supply Trunk I4-——————41 Sheet Metal Return Trunk Flex Duct x 7 Supply Grille/Register © __GrillelRegister Above_ =;q P= Wall Grille/Register Job#: 2000 Park Avenue Home Energy Solutions Scale: 1 : 141 Performed by Gerson Rubio for: Page 3 187 E Main St RightSuite®Universal 2021 2000 Park Avenue Huntington,NY 11743 21.0.08 RSU25299 Mattituck,NY 11952 Phone:631-673-0664 2022-Mar-02 13:01:56 home-energysolutions.com gdlamay3@gmail.com enue\2000 Park Avenue ManJSD.ru t-i ON M Iv I N L R G Y Load Short Form Job: 2000 Park Avenue +�> Date: Mar 2,2022 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com i Project Information For: 2000 Park Avenue, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 60 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/Ib) 39 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 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 (ttz) (Btuh) (Btuh) (Cfm) (cfm) AHU1 1987 22595 14273 800 800 AHU2 1553 20950 8964 525 525 Entire House 3540 43545 23220 1325 1325 Other equip loads 9775 1471 Equip. @ 1.00 RSM 24691 Latent cooling 3733 TOTALS I 3540 I 53320 I 28424 I 1325 I 1325 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigf►tsoft- 2022-Mar-02 13:00:12 Right-Sufte®Universal 2021 21.0.08 RSU25299 Page 1 �� ...bs\2000 Park Avenue\2000 Park Avenue ManJSD.rup Celc=MJ8 House Front faces: N B I' M L' E N L R G.1. Load Short Form Job: 2000 Park Avenue �t, s Date: Mar 2,2022 .�..°.. . .. AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Projecti Information For: 2000 Park Avenue, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 60 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/Ib) 39 30 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade H2O COIL Trade RHEEM Model NCB-190/080H+H2O-2-1224 Cond RA1324AJ1NA AHRI ref 205661697 Coil RH1T2417STANJA AHRI ref 7507836 Efficiency 95 AFUE Efficiency 12.0 EER, 14.5 SEER Heating input 74000 Btuh Sensible cooling 116800 Btuh Heating output 28300 Btuh Latent cooling 7200 Btuh Temperature rise 32 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 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) ENTRY HALL 207 1896 477 67 27 LAUNDRY 206 5261 3008 186 169 MASTER BATH 79 809 399 29 22 MASTER BEDROOM 196 3025 1222 107 68 OPEN AREA 1023 9666 7694 342 431 POOL BATH 67 720 668 25 37 STUDY 137 1217 806 43 45 VESTIBULE 71 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. HWtr'icghtsoft- 2022-Mar-02 13:00:12 a.- Right-Suite®Universal 2021 21.0.08 RSU25299 Paget A ...bs12000 Park Avenue12000 Park Avenue ManJSD.rup Calc=MJ8 House Front faces: N AHU1 1987 22595 14273 800 800 Other equip loads 4257 641 Equip.@ 1.00 RSM 14914 Latent cooling 3664 TOTALS 1 1987 1 26852 1 18578 1 800 1 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsa t" 2022-Mar-0213:00:12 �`T� . .. ..., Right-Suite®Universal 2021 21.0.08 RSU25299 Page , ! ...bs\2000 Park Avenue\2000 Park Avenue ManJSD.rup Calc=MJ8 House Front faces: N Loadf-iowmL-` IrNFRGY` Short Form Job: 2000 Park Avenue SO L UT 10 Date: Mar 2,2022 AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-eneMysolutions.com Project • • For: 2000 Park Avenue, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 60 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/Ib) 39 30 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade H2O COIL Trade RHEEM Model NCB-190/080H+ H2O-3-1520 Coil at 140F Cond RA1318AJlNA AHRI ref 205661697 Coil RH1T2417STANJA AHRI ref 7507604 Efficiency 95 AFUE Efficiency 12.0 EER, 14.5 SEER Heating input 74000 Btuh Sensible cooling 12600 Btuh Heating output 30000 Btuh Latent cooling 5400 Btuh Temperature rise 52 OF Total cooling 18000 Btuh Actual air flow 525 cfm Actual air flow 525 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.76 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 85 970 659 24 39 BATH 3 186 3119 1378 78 81 BATH 4 76 1445 322 36 19 BEDROOM 1 176 2934 1027 74 60 BEDROOM 2 180 2673 935 67 55 BEDROOM 3 250 4027 2021 101 118 BEDROOM 4 201 2270 1716 57 100 LANDING LOUNGE 330 3513 906 88 53 WIC 3 69 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightso4t, 2022-Mar-0213:00:12 „.. ... �.� Right-Suite®Universal 2021 21.0.08 RSU25299 Page 4 ...bS12000 Park AvenuM2000 Park Avenue ManJSD.rup Calc=MJ8 House Front faces: N AHU2 1553 20950 8964 525 525 Other equip loads 5518 831 Equip. @ 1.00 RSM 9794 Latent cooling 3084 TOTALS l 1553 l 26469 l 12878 l 525 l 525 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofik" 2022-Mar-02 13:01. Right-Suite®Universal 2021 21.0.08 RSU25299 Pa-- ...bsW000 a-. ...bs12000 Park Avenue12000 Park Avenue ManJSD.rup Calc=MJ8 House Front faces: N t-tr�)% M L' E,N ERG Y Manual S Compliance Report Job: 2000 Park Avenue L12-UM I Date: Mar 2,2022 AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.6om Web:home-energysolutions.com Project Information For: 2000 Park Avenue, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 14914 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.2°F Latent gain: 3664 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 18578 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1324AJ1NA+RH1T2417STANJA Actual airflow: 800 cfm Sensible capacity: 20476 Btuh 137%of load Latent capacity: 3676 Btuh 100%of load Total capacity: 24152 Btuh 130%of load SHR: 85% Heating Equipment Design Conditions Outdoor design DB: 12.2°F Heat loss: 26852 Btuh Entering coil DB: 66.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NCB-190/080H+H20-2-1224 Actual airflow: 800 cfm Output capacity: 28300 Btuh 105%of load Meets all requirements of ACCA Manual S. wrightso tt„ 2022-Mar-0213:00:12 Right-Suite®Universal 2021 21.0.08 RSU25299 Page 1 C�4 ...W2000 Park Avenue12000 Park Avenue ManJSD.rup Calc=MJ8 House Front faces: N t-L M L t=h L It YManual S Compliance Report Job: 2000 Park Avenue S 0 r U r 11; ;�y Date: Mar 2,2022 AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmall.com Web:home-energysolutions.com Project • • For: 2000 Park Avenue, Mattituck, NY 11952 Coolinig Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 9794 Btuh Entering coil DB: 76.6°F Outdoor design WB: 71.2°F Latent gain: 3084 Btuh Entering coil WB: 64.4°F Indoor design DB: 75.0°F Total gain: 12878 Btuh Indoor RH: 50% Estimated airflow: 525 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1318AJ1NA+RH1T2417STANJA Actual airflow: 525 cfm Sensible capacity: 13200 Btuh 135%of load Latent capacity: 3600 Btuh 117%of load Total capacity: 16800 Btuh 130%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 12.2°F Heat loss: 26469 Btuh Entering coil DB: 61.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NCB-190/080H+H20-3-1520 Coil at 140F Actual airflow: 525 cfm Output capacity: 30000 Btuh 113%of load Meets all requirements of ACCA Manual S. wrightso t. 2022-Mar-0213:00:12 m ; Right-Suite®Universal 2021 21.0.08 RSU26299 Page 2 Arck ...bs12000 Park Avenue12000 Park Avenue ManJSD.rup Calc=MJB House Front faces: N 14 OW M,E, 1,N E- Rey"' Duct System Summary Job: 2000 Park Avenue I t?L U'r 1(4 NS Date: Mar 2,2022 AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 2000 Park Avenue, Mattituck, NY 11952 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.246/0.164 in H2O 0.246/0.164 in H2O Lowest friction rate 0.066 in/100ft 0.066 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 623 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 ENTRY HALL h 1896 67 27 0.076 6.0 Ox 0 VIFx 65.5 260.0 st4 LAUNDRY h 5261 186 169 0.132 8.0 Ox 0 VIFx 11.3 175.0 st3 MASTER BATH h 809 29 22 0.069 4.0 Ox 0 VIFx 71.3 285.0 st4A MASTER BEDROOM h 3025 107 68 0.066 7.0 Ox 0 VIFx 83.8 290.0 st4A OPEN AREA c 1099 49 62 0.082 6.0 Ox 0 VIFx 46.0 255.0 st5 OPEN AREA-A c 1099 49 62 0.071 6.0 Ox 0 VIFx 69.5 275.0 st4A OPEN AREA-B c 1099 49 62 0.067 6.0 Ox 0 VIFx 79.3 290.0 st4A OPEN AREA-C c 1099 49 62 0.077 6.0 Ox 0 VIFx 55.5 265.0 st5 OPEN AREA-D c 1099 49 62 0.075 6.0 Ox 0 VIFx 62.3 265.0 st4 OPEN AREA-E c 1099 49 62 0.076 6.0 Ox 0 VIFx 71.8 250.0 st4 OPEN AREA-F c 1099 49 62 0.076 6.0 Ox 0 VIFx 52.3 270.0 st4 POOL BATH c 668 25 37 0.079 4.0 Ox 0 VIFx 42.5 270.0 st5 STUDY c 806 43 45 0.076 4.0 Ox 0 VIFx 55.7 270.0 st5 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 447 426 0.066 575 11.1 8 x 14 ShtMetl st3 st5 Peak AVF 166 206 0.076 463 8.1 8 x 8 ShtMetl st3 st3 Peak AVF 800 800 0.066 900 13.5 8 x 16 ShtMetl st4A Peak AVF 234 214 0.066 525 8.7 8 x 8 ShtMetl st4 wrighttsoft- 2022-Mar-02 13:00:12 �+� --.:,,.,,.._-.,,:>,.�..�, Right-Suite®Universal 2021 21.0.08 RSU25299 Page 1 �� ..,bst2000 Park Avenue12000 Park Avenue ManJSD.rup Calc=MJ8 House Front faces: N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 800 800 249.3 0.066 686 13.8 12x 14 ShMt rrs1 TableReturn Trunk Detail Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rrs1 Peak AVF 800 800 0.066 686 11.3 12 x 14 ShtMetl rt1 rt1 Peak AVF 800 800 0.066 655 13.8 8 x 22 ShtMetl wrig'htsoft- 2022-Mar-02 13:00:12 - ..,...k.,wns« Right-Suite®Universal 2021 21.0.08 RSU25299 Page Arm ...bs=00 Park Avenue\2000 Park Avenue ManJSD.rup Calc=MJ8 House Front faces: N 1-1OM L EN L RG Y Duct System Summary Job: 2000 Park Avenue Date: Mar 2,2022 AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 2000 Park Avenue, Mattituck, NY 11952 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.149/0.061 in H2O 0.149/0.061 in H2O Lowest friction rate 0.085 in/100ft 0.085 in/100ft Actual air flow 525 cfm 525 cfm Total effective length (TEL) 249 ft • • Branch 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 BATH c 659 24 39 0.085 4.0 Ox 0 VIFx 16.8 160.0 st2 BATH 3 c 1378 78 81 0.094 6.0 Ox 0 VIFx 13.3 145.0 st1 BATH 4 h 1445 36 19 0.088 4.0 Ox 0 VIFx 25.5 145.0 st2 BEDROOM 1 h 2934 74 60 0.087 6.0 Ox 0 VIFx 30.8 140.0 st2 BEDROOM 2 h 2673 67 55 0.088 6.0 Ox 0 VIFx 29.0 140.0 st1 BEDROOM 3 c 2021 101 118 0.102 7.0 Ox 0 VIFx 16.3 130.0 st1 BEDROOM 4 c 1716 57 100 0.085 6.0 Ox 0 VIFx 21.8 155.0 st2 LANDING LOUNGE h 3513 88 53 0.097 6.0 Ox 0 VIFx 23.7 130.0 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 279 271 0.085 511 10.0 0 x 0 ShtMetl st1 Peak AVF 246 254 0.088 466 10.0 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 525 525 71.8 0.085 491 14.0 Ox 0 VIFx WrightSOft" 2022-Mar-0213:00:12 •1� .,w y.: ,.,.,.�...,,, ,, Right-Suite®Universal 202121.0.08 RSU26299 Page 'I'M ...bsX2000 Park Avenue\2000 Park Avenue ManJSD.rup Calc=MJ8 House Front faces: N Evan T.Steffens N ationa(grid Senior Supervisor Gas Customer Connections,NY August 12, 2022 Sean Peters . 108 Remington Road Manhasset, NY 11030 E-Mail: SEANHP28(a)GMAIL.COM ; PAUL MPAWLOWSKI(c',;GMAIL.COM National Grid WO#: T102493808 Service Address: 2000 Park Avenue Mattituck) NY 11952 To Whom it may concern, This Letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. By Law, excavators and contractors working in New York City and Nassau and Suffolk Counties must contact New York"811"at least.2 full business days, not including the day of contact, prior to digging by calling "811"or by using the website https://newvork- 811.com/. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of contacting NY"811". If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Evan T. Steffens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T:833-359-0645 evan.steffensfanational rid.com a2ridlirudprocessing(anationalg d.com Jeffrey Sands Architect July 26, 2022 Peters Residence 2000 Park Avenue Mattituck, NY RE: No gas on site certification Attention Town of Southold Building Department: This letter is to certify that there is no National Grid gas on site. Sincerely, ED AR !V Q '9TH 0 7 NES F Jeffrey Sands Architect 6 Evergreen Lane, East Quogue, New York 11942 phone-631-375-5997, fax, 631-576-8916 email—ieffrey sands a(-)hotmail.com Based on dans tltoerope IL): LUvAgwxv HERS" IndexScore: AnItUal Saving's Home: scoreYour homWs HERS 111 Park Ave Maftftuck,NY 11952 ,per ormance S, the more energy efficient the hon e.To $ Builder: li more, 1j.home learn 22 ' Your Home's Estimated Energy Use: This home meets or exceeds the Use(Mul Annual Cost criteria of the following: Heating 64.9 $10 2016 New York ECCC Cooling 3.3 $191 2020 New York ECCC Hot Water 16.2 $3 2021 International Energy Conservation Code Lights/Appliances 31.3 $446 2018 International Energy Conservation Code Service Charges $76 Generation (e.g.Solar) 34.0 -$636 Total: 115.7 $89 t Home Feature Summary: Rating Completed by: Mwo[eercy HomeType: single family detached Energy Rater:John Stotzky Model: N/A 15O RESNET ID: 0501356 Fadstin uo Community: N/A Homes 731 Conditioned Floor Area: 3,709 ft'- Rating Company: USA Energy Testing S'e Number of Bedrooms: 5 6 Romana Drive Hampton Bays,NY 11946 Reference mo Primary Heating System: Furnace•Natural Gas•96 AFUE 6316824896 Home Primary Cooling System: Air Conditioner•Electric•i4 SEER 90 y 9 y Rating Provider: Building Efficiency Resources ao Residential Water Heater•Natural Gas•0.96 Energy PO Box 1769 Brevard,NC 28712 �o Primary water Heating: Factor 800-399-9620 nmc,er 60 House Tightness: 1349 CFM50(2.59 ACH50) � 50 Ventilation: 140 CFM•80 Watts•ERV 1 I' w Duct Leakage to Outside: 0 CFM @ 25Pa(0 1100 ft) 20—Ift Above Grade Walls: R-27 ` a zcroEnergy 1e This Homo Ceiling: Vaulted Roof,R-50 (�14�1 t• �L14• f2��' Home qwu C Window Type: U-Value:0.28,SHGC:0.33 John Stotzky,Certified Energy Rater �osreocr�y Foundation walls: R-11 Digitally signed:5/12/23 at 5:00 PM GMSS St$!:21 Framed Floor: N/A Ek-6trbpe'• • .4.1:031156 i v EnergyThe Disclosure o • r• ftom tile +e • ' • o- 2000 Park Ave Mattituck IVY 22, HF115,11effistry 113- Annual Estimates: Rating Company: Electric(kWh): 9,861.5 USA EnergyTesting Natural Gas(Therms): 820.7 Rating Provider. CO2(Tons): 4.7 Building Efficiency Resources Rating Provider Address: Approx.Energy Cost: S89 PO Box 1769 Brevard,NC 28712 Home Feature Summary: Single family detached,5 bedrooms,3,709 ft' t,;,t;q Heating:96AFUE Homes n Cooling:14 SEER »-•t :�ff r=�n �°"'�e � i�j ��Hot lMaterl0.dii En j Facto:^�i -z ' �Airteakage: 1349 CFM50(259 ACH50) en Ventilation: eB 140 CFM•80 W•ERV n Duct LTO: u 0 CFM @ 25Pa(0/100 ft=) "o Above Grade Walls:R-27 TnoFnergy m 1NS Hmne y�„e o Ceiling:Vaulted Roof,R-50 was. Window:U:0.28•SHGC:033 Foundation Walls:R-11 f f I 1 FIELD INSPECTION REPORT P#E A MMENTS ,p9l , V", V bow. FOUNDATION(IST) ------------------------------------ �4 C FOUNDATION(2ND) v to A1F a off- S IL�t GZS G,2 Q.i�S. O Ole, 4-v ",if mu IjA" . ROUGH FRAMING& PLUMBING 'V 1 t INSULATION PER N.Y. �n STATE ENERGY CODE 0 4- • 4� C S FINAL AN G l ADDITIONAL COMMENTS fCIO a, Lo . �o o o 2i Fc( le_c_ �c, 10 ovA 4,00e c 2—i 2Z P e- le-ci c. .S�er « 4 33 V'e c 0 as 5-1 to✓ 3 b Ra y O z ?0� x \d aro H *44* V, . ¢OgtlfFOl,pc`�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT (y a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 A"�y • 4 Telephone(631) 765-1802 Fax (631) 765-9502 hLtps://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: JUN ) 3 2022 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Bui�unvv TOWN OF SOUTHOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:6-20-22 OWNER(S)OF PROPERTY: Name:Sean Peters FTM# 1000-123-8-7 Project Address:2000 Park Avenue, Mattituck Phone#:917-292-0540 Email:seanhp28@gmail.com Mailing Address:108 Remington Road, Manhasset, NY 11030 CONTACT PERSON: Name:Jeffrey Sands Mailing Address:6 Evergreen Lane, East Quogue, NY 11942 Phone#:631-375-5997I Email:Jeff@jsa-ny.com DESIGN PROFESSIONAL INFORMATION: Name:Jeffrey Sands Architect Mailing Address:6 Evergreen Lane,, East Quogue, NY 11942 Phone#:631-375-5997 Email:jell@jsa-ny.com CONTRACTOR INFORMATION: Name:H & C One Corporation Mailing Address:8305 Cox Lane, Unit 6, Cutchogue, NY 11935 Phone#:631-856-0066 Email:hconecorp@mail.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ©Demolition Estimated Cost of Project: ❑Other $950,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Single family with accessory residence Intended use of property:Single family with Accessory residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes E@No IF YES, PROVIDE A COPY. Ik Check Box After Read i ng: 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 fior 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 Submitted By(print name):Jeffrey Sands @Authorized Agent []Owner nature ofAppl Si cant•g+T..___ Date: _ Signature STATE OF NEW YORK) SS: COUNTY OF 1 Jeffrey Sands being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application fife therewith. Sworn before-me this , � day of�ll�`«�. 20---9a o a Public CHRISTOPHER MONROE Notary Public-State of New York PROPERTY OWNER AUTHORIZATION N0.01MOii201290 Qualified in Suffolk (Where the applicant is not the owner) My Commission Expire I Sean Petersresiding at 2000 Park Avenue, Mattituck do hereby authorize Jeffrey Sands to apply on my behalf to own o Id Building Department for approval as described herein. C9 Lp ` tea• Owner's Signature Date Sean Peters Print Owner's Name 2 s�°K000y TOWN OF SOUTHOLD—BUILDING DEPARTMENT 2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 httD's://Mvmi.s.outholdtownny.gov e APPLICATION FOR BUILDING P MIT c For office Use only } PERMIT NO. Building Inspector: JUL 2 8 2021 Applications and forms must be filled out in their entirety.Incomplete applications will riot be accepted. Where the Applicant is not the owner,an g'g'H'r`sZkG DEPT. O.wner's.Authorization form(Page 2)shall be,completed. Date:June 21,2021 OWNER(S)OF PROPERTY: Name:HSA Holdings LLC SCTM# 1000-12378-7 Physical Address: 2000 Park Avenue, Mattituck Phone#:917-292-0540 Email: Mailing Address:c/o Sean_Peters,,Member;, 108 Remington Road, Manhasset, NY 11030 CONTACT PERSON: Name:Robert E. Herrmann, En-Consultants Mailing Address:1319 North Sea Road, Southampton, NY 11968 Phone#-:6311--283-6360 Email:r.herrmann.@.encons.ul.tan-ts.com DESIGN PROFESSIONAL INFORMATION: . Name: Jeffrey Sands Architect Mailing Address: 6 Evergreen Lane, East Quogue,. NY _11942 Phone#: 631-375-5997 Email: jeff@isa-nv.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? Dyes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY.INFORMATION Existing use of property: Residential, 1-family dwelling Intended use of property:5ame with swimning pool Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. 0 CttBck Box AfterReading:•;The owner/contracwr/design professional is responsible for all drainage and storm water issaes as provided by.' Chapter 236 of the Town Code:APPUCATION 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, 'kaAditions; 0 ;Z_rz e-,", 1=n BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10093 DATE: MARCH 16 2022 41 ISSUED TO: HSA HOLDINGS.LLC c/o SEAN PETERS-,_MEMBER PROPERTY ADDRESS: 2000 PARK AVENUE, MATTITUCK g fly, SCTM#: 1000-123-8-7 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in I accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 16,2022 and in consideration of application fee in the sum of$500.00 paid by HSA Holdings, LLC and subject to the Terms It and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes andpermits the 'P following: Wetland Permit to demolish and remove existing two-story, 1,444sq.ft.single-family dwelling and brick patio; construct a two-story,2,578sq.ft.single-family dwelling with attached garage, ii' 'I with a 178s ft. covered front porch and a 520s ft.covered rear porch; construct a 15'x37' swimming pool with saltwater filtration),and a 1310s ft.grade-level masonry patio; install 4' high pool-enclosure fencing; remove and replace portion of existing driveway; remove existing M conventional septic system and install a new UA sanitary system; install a stormwater drainage system; and for the existing+93 I.E wood bulkhead with 13' and 14.51 returns; 741.E wood Z retaining wall; 431.f.wood groin; 141.f.concrete groin; embankment stair,consisting of a 3.51 x 3.5'wood landing and 3.51 x 201 wood steps;3.5'x 8.51 wood walk; 31 x 101 wood steps to beach;and 603 sf on-grade wood deck; and to establish and perpetually maintain a 10wide non-turf buffer along the landward edge of the top of the bank; and as depicted on the site plan _5 prepared by Jeffrey Sands Architect,dated July 19,2021,and stamped approved on March 16, 2022; and the survey prepared by Kenneth M.Woychuk Land Surveying,PLLC,last dated March 15,2022 and stamped approved on March 16,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 16th day of March,2022. %S%3F F01 %Ano rf I Wi Glenn Goldsmith,President so Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 , Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2016C Date: April 2, 2023 THIS CERTIFIES that the demolition and removal of existing_two-story 1 444sq.ft.single-family dwelling and brick patio; construct a two-story,2 578sq ft single-family dwelling with attached garage, with a 178 ft covered front porch and a 520sq ft covered rear porch-, construct a 15'x37' swimming pool(with saltwater filtration) and a 13 1 Osq.ftgrade-level masonrypatio; install 4' high pool-enclosure fencing,• remove and replace ortion of existing driveway' remove existing conventional septic system and install a new UA sanitary system: install a stormwater drainage system; and for the existing+93 If. wood bulkhead with 13' and 14.5' returns• 74 1 f wood retaining wall; 43 11 wood groin,• 141.f. concrete groin; embankment stair, consisting of a 3.5' x 3.5'wood landing and 3.5' x 26'wood steps;3.5' x 8.5' wood walk- 3' x 10',wood stems to beach- and 603 sf on-grade wood deck,• and to establish and perpetually maintain a 10'wide non-turf buffer along the landward edge of the top of the bank; At 2000 Park Avenue, Mattituck Suffolk County Tax Map 91000-123-8-7 Conforms to the applicationlor a Trustees Permit heretofore filed in this office Dated February 1,2022 pursuant to which Trustees Wetland Permit#10093 Dated March 16,2022,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition and removal of existing two-story, 1,444sq.ft. single-family dwelling and brick patio,• construct a two-story,2 578sq ft. single-family dwelling with attached garage with a 178sq ft covered front porch and a 520sq ft covered rear porch;construct a 15'x37' swimming pool(with saltwater filtration) and a 1,3 1 Osqft grade-level masonry patio; install 4' high pool-enclosure fencing,• remove and replace portion of existing driveway' remove existing conventional septic system and install a new I/A sanitary system, install a stormwater drainage system; and for the existing_+93 11.wood bulkhead with 13' and 14.5' returns,• 74 l.f.wood retaining wall;43 I.f. wood groin,• 14 11 concrete groin; embankment stair, consisting of a 3.5'x 3.5' wood landing and 3.5' x 20'wood steps-, 3.5' x 8.5'wood walk,• 3' x 10' wood steps to beach,• and 603 sf on-grade wood deck;and to establish and perpetually maintain a 10' wide non-turf buffer along the landward edge of the top of the bank; The certificate is issued to HAS Holdings LLC c/o Sean Peters Member owner of the aforesaid property. „U' NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region t SUNY a Starry broc�,.50 C'-de Road.Story B-c ok.NY 11790 P:(631)444-036511-:1631)444-0360 n•:::.:a�,ry.yw le C LETTER OF NO JURISDICTION TIDAL WETLANDS ACT September 1, 2021 HSA Holdings LLC c/o Sean Peters, Member 108 Remington Road Manhasset, NY 11030 Re: Application #1-4738-04300/00005 HAS Holdings LLC Property—2000 Park Avenue SCTM# 1000-123-8-7 Dear Applicant: Based on the information you submitted the Department of Environmental Conservation has determined that: The referenced property, landward of the functional bulkhead greater than 100 feet in length (as shown on the survey by Kenneth M. Woychuk, dated 2/25/2021) and was constructed before August 20, 1977 (as shown on the Tidal Wetland Map#708-538 and historic aerial imagery) 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. Sincerely, ��-tth.1-� ' . . Laura F. Star Permit Administrator cc: Robert Herrmann, En-Consultants BMHP File NEW YORK Oepartmentof swn nr OPI'OfIIUNIIY Environmental Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 24, 2021 TO: Robert E. Herrmann(HSA Holdings) 1319 North Sea Road Southampton,NY 11968 Please take notice that your application dated July 28, 2021: For permit to: demolish and reconstruct a single-family dwelling at: Location of property: 2000 Park Avenue, Mattituck,NY County Tax Map No. 1000 - Section 123 Block 8 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 42,603.37 sq. ft. lot in the R-40 District, is not permitted pursuant to Chapter 280, Bulk Schedule for Residential Districts, which requires a minimum side yard setback of 15 feet and a combined side yard setback of 35 feet. The construction will have a minimum side yard setback of 12 feet and a combined side and setback of 27 feet. Authorized Sig tur Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson rJ SOUry�! 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Epic Dantes Office Location: Robert Lennert,Jr. Town Annex/First Floor, Q ' Nicholas Planamento AO`�� 54375 Main Road(at Youngs Avenue) Ute, `t•'` Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS TOWN OF SOUTHOLD F E 8 2 2 2022 Tel.(631)765-1809•Fax(631)765-9064 : Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF.FEBRUARY 17,2022 ZBA FILE:#7589 NAME OF APPLICANT: HSA Holdings,LLC PROPERTY LOCATION: 2000 Park Avenue,(Adj. to-Great Peconic Bay)Mattituck,NY SCTM: 1000-123-8-7 SEQRA DETERMINATION: Tlie Zoning Board of.Appeals has visited tile.property under consideration in this application and determines that,this review falls ander the Type-1I.category of tile State's List'of" Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This apjilication was referred as required under the Suffolk County .Administrative Code Sections A• 14-14 to 23, and the,Suffolk County.Department of Planning issued'its reply dated October 4.'2021 stating that this application is considered a matter for local determination as there appears to be no significant countywide or intercornmunity-impact. LWRP DETERMINATION This application was referred'for review under.Chapter 268; Waterfront Consistency review of the Town of Southold Town Code.and the.Local'Watorfrdht'Revitalization Program (LVJRP) Policy Standards."The LWRP Coordinator issued a recommendation dated January 25, 2:022. Based upon the information provided on the- LVW" Consistency Assessment Form submitted to this department,as,well as the teecorids..available, it-is"recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT-with the LMW. PROPERTY FACTS/DESCRIPTiON: The subject, conforming,, 42,603.37 square feet, .98 acre, waterfront parcel located in the R40 Zoning District measures 66.25 feet along Park Avenue, then runs south 577.72 feet-along a residentially;developed lot to'the east,then runs west 66.52 feet along the mean high-watermark at a wood bulkhead along Great Peconic Bay and continues southwest 24 feet along the same bulkhead and returns north 621.53-feet along a residentially developed lot to the west, back to Park Avenue. The lot is developed with two,.single-family residences: one to.the north at Park Avenue and one to the south, overlooking the Peconic Bay. The:house closest to Park Avenue is a one-and-one-half story frame dwelling with two covered stoops, an accessory garage, paver patio, slate walkway and a shared asphalt driveway which runs from Park Avenue, past one residence and south, to the second residence. Subject of this application, the residential structure to the south, close to Great Peconic Bay, a two-story frame dwelling with attached garage, a covered stoop, a slate stoop, brick patio and brick walkway and concrete walks. Allowing access to the waterfront is a wood landing,wood steps crossing over a retaining Page 2,February 17,2022 #7589,HSA Holdings,LLC SCT,M No. 1000-123-8-7 wall spanning the width of the lot to an on-grade wood deck and sand `terrace' immediately in front of the wood bulkhead. Wood steps allow access to the beach below the bulkhead. Two wood groins are also illustrated running perpendicular to the lot line into the water. Chain-link.fencing runs the length of the western lot line,all as shown on the survey by Kenneth M. Woychuck,Licensed Land Surveyor and dated February 25,'202 1. BASIS OF APPLICATION: Request for Variances from Article IV, Section 280-18; and the Building Inspector's August"24, 2'021.No6ce of Disapproval based on an application for a permit to demolish and reconstruct a•single, family dwelling; at l)`located-less than the code required minimum side yard setback of 15 feet; 2) Iodated-less than the code required minimum combined side yard setback of 35 feet; located at;2000 Park Avenue,(Adj.to Great Peeonic Bay)Mattituck,NY. SCTM No. 1000-123-8-7. RELIEF REQUESTED: The applicant requests variances to demolish and remove(the residential structure to-the south of the subject parcel)an.existbig two-story, 1,444'square feet single-family dwelling and brick patio with an existing;non-conforming single side yard setback of 7.4 feet"and an existingcohibined side yard setback,.of 36.2 feet and to construct'a new (relocated north of existing structure) two,story, 2;578 square feet single-family dwelling and attached gw•age, with 178 square feet.of covered front porch and 520 square feet of covered rear(waterside)porch with a proposed single side yard setback of12 feet where the.Code requires a.-minimum.setback of 15 feet and a combined side yard setback.of 27 feet.where'tt e' Code requires a minimum of 35-Feet. .Additionally, the applicant proposes the.removal of the existing sanitary system and will install anew I/A sanitary system;.install stormwater drainage.system and'establish a 10 'feet widenon-turf buffer Along the top,of the bank (above existing retaining wA-.`and;.woodcri bulkhead), :Not sulijeot to this:variance request,.the:applicant also proposesa;the consthiction.of a w4ferside pool.(located,beliind the.proposed.residence in a conipliant.reAr yardlocation)measuring 1`S-feet by 3 feet, a 1,310 square feet.grade-level masonry.patio and-4 feet high_ppol.fencing, all.shown on.siteplan (Sheet AQ110)prepared by Jeffrey M..Sands,,Architect dated July 19,202,1. ADDITIONALRff- AT10N• The-applicant provided prelirpinary elevations labeled A200 and A2.10 and a site plan,prepared by-Jeffrey.Sands;.Aichitect,and dated July-1 h;X021, The applicant subimitted a LETTER OF NO JURISDICTION—TIDAL WETLANDS ACT from the New York State Department of Environmental Conservation, dated September 1, 2021. An Innovative Advanced Septic Systems is proposed to be installed on the premises. The subject parcel is covered by the following Certificate of Occupancy: Z-14451 dated May 30, 1986 covering addition to an accessory building Z-19350 dated September 12, 1990 covering 2,one family dwellings with accessory. garage The applicant provided examples are of prior relief granted for the immediate a including ZBA files: #624$, #6029, and #7143. The applicant also indicated that the proposed relief will be in keeping with houses located at 2152,2200,2934,and 3340 Park Avenue,Mattituck,NY; all immediate,bayfront,neighbors. An immediate neighbor to the east and their attorney spoke against the proposed pool location.(not subject of this application)but did not voice an objection to the variance relief requested. No other member of the public spoke in favor of or against this application. Page 3, February 17,2022 #7589, HSA Holdings,LLC SCTM No. 1000-123-8-7 FINDINGS Or FACT/REASONS FOR BOARD ACTION- The Zoning Board of Appeals held a public hearing on this'application on February, 3,2022 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood,and other evidence,the.Zonixig Board finds the following facts to be true and relevant and makes the following findings: 1.. Town Law -4267-b(3)(b)(1) Grant of th:e variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties: Between the,easterly end of Park Avenue to the east and Camp Mineola Road to, the west, the surrounding developed bayfi-ont shoreline is characterized by deep lots-wit Ih side lot line lengths of 500'feet or more.between the roadway and Great Peconic Bay, including the applicant's, which is 577 to 621 feet deep. Although the majority of these properties have lot widths of more than 100 feet; many have much narrower lot widths, similar.to that of the.applicant. Currently, the existing structure is located 7.4 feet from the western lot line. As part of the site's redevelopment, the applicant proposes to,make the new construction more conforming to.the Code and seeks to establish a single side yard of 12 feet,along with a combined side yard of 27 feet. Due to the substantial distance of the subject and neighboring dwellingsefrom Park Avenue,any potential visual impact associated with a reduced side and//or combined side yard setback will not be observable from the properties located on the opposite side.of the road or to-pedestrian and vehicular traffic. 2. Town Law 4267-b(3)(b)(2) The benefit-sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than-.an:area variance. The.:applicant is seeking to replace a narrow, less than 20-feet wide,outdated, aging dwelling, constructed prior to zoning, with a new, larger, modernized, energy efficient,dwelling. While the proposed dwelling will- decrease the degree of.non- confonnity of the existing minimum side.yard setback and will still be narrower.than many of the dwellings located on oilier neighboring lots, the 72 feet width o difficult. f the property mikes full compliance with the code 3. Town.Law 6267-b(3)(b)(3). The variances.granted herein are mathematically substantial,representing 20% relief from the code relative to the side yard.setback and 22.9% relief from the code relative to the combined side yard setback.However,the applicant proposes to construct the proposed residence in a more conforming manner than currently exists and has provided evidence of similar relief granted in the immediate area for comparable bayfront residences with narrow, but deep, lot size. 4. Town Law§267-0)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impaet.on.tile physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236-of the Town's Storm Water Management Code. 5. Town :Law 4267-1)(3)(b)(S) The difficulty_ has been self-created. The applicant purchased the parcel after the Zoning Code was in effect .and it is presumed that the'applicant had actual or constructive knowledge of the Jim itations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law 6267-b. Grant ofthe requested relief is the minimum action necessary and adequate to enable the appl icant to enjoy the benefit of the demolition and removal of the existing residential structure,located on the south of the subject parcel,with a non-conforming single side yard setback of 7A feet and an-existing combined side yard setback of 36.2 feet and to constrict a new(relocated north of proposed demolished structure), two-story, single-family dwelling and attached garage, with 178 square feet of covered front Page 4, February 17,2022 #7589,HSA Holdings, LLC SCTM No. 1000-123-8-7 porch and 520 square, of covered rear waterside P q (waterside) with a single side yard setback of 12 feet where 1 the Code requires a minimum setback of 15 feet and a combined side yard setback of 27 feet where the Code requires a minimum of 35 feet,while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION'OF THE BOARD: In considering.all of the above factors and applying the balancing test under New York Town Law 261-13, motion was offered by Member Planamento, seoonded by.Member Weisman(Chairperson), and duly carried,to GRANT the variances as applied for, and shown on the Site Plan (Sheet A010) and Architectural Plans (Preliminary Elevations Sheets A200 and A210),prepared by Jeffrey Sands,Architect,dated July 19,2021. SUBJECT TO THE FOLLOWING CONDITIONS• 1. Subject to Town of Southold Trustees approval. . 21. The second residence on the subject property(located closest to the road)is not to be altered in anyway relative to this approval. 3. The applicant shall install an Innovative Advanced(UA)Sanitary System approved by the Suffolk County Department of Health. This approval shall not be deemed effective untiLthe required conditions have been mei At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Cert fcate,of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan"and/or arehitectural.drawings cited in this decision will result in delays and/or d possible denial by the.Building Department of a building.permit, and may require a new application.and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under:the zoning code. This'acti�on does not authorize or condone any current or future use, setback or other, feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to co_nditioMy, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval. null and void. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not Page 5,February 17,2022 #7589,HSA Holdings,LLC SCTM No. 1000-123-8-7 to exceed three (3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the.Building Department of a Certificate of Occupancy,nullify the approved variance relief,anis require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson)Dante's,Acampora,and Planamento. This Resolution was duly adopted(4-0). (Member Lehnert'absent) slit K.anesWeismaq, Chair erson Approved'for.filiri "� /2022 i I QCT. 2 •r 2022 AP-of F 01 ' BUILDING DEPARTMENT- Electrical Insplector TOWN OF SOUTHOLD T0..,;; `. Town Hall.Annex - 54375 Main Road - PO Box 1179 1c o �;r Southold, New York 11971-0959• Telephone (631) 765-1802 - FAX (631) 765-9502 �.;� ' rogerr southoldtownny_,gov - seandnsoutholdtownny.gov - APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN, INFORMATION (All Information Required) Date: 10/26/2022 Company Name: Modern Electric East, Inc. Electrician's Name: Bob Hough License No.: 34283 Elec. email:bobhough918@yahoo.com Elec. Phone No: 516-903-7149 1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Sean Peters Address: ..2000 Park Ave, Mattituck, NY 11952 Cross Street: ' Marratooka Road Phone No.: 917-292-0540 Bldg.Permit#: Ly all i;�O email:seanhp28@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Underground Electrical Service/Wiring of Residence. Square Footage: 3600 Circle All That Apply: Is job ready for inspection?: F-1 YES O✓ NO []Rough In ❑ Final Do you need a Temp Certificate?:- 0 YES 0 NO Issued on Temp Information: (All information required) Service SizeFv_11 Ph 03 Ph Size: 300 A # Meters 1 Old Meter# O✓ New Service0 Fire Reconnect[]Flood ReconnectOService Reconnect O✓ Underground QOverhead # Underground Laterals ✓ 1 Ft/]2 ✓ H Frame Pole Work done on Service? Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION 12� 22 ✓3S_ �e c 4 8b i3P -A 148 ) 82- 1 PERMIT# Address: Switches Outlets GFI's I Surface I �� Sconces ,W. -W H H's � � UC its LjZ -4 Fans Fridge HW a Exhaust S Oven �lJ WAD' / C ? J Smokek' ' IDW� Min .S Carbon Micro I Generator Combo 1�\� Cooktop Transfer AC 1� AH Hoo Service 01 Amps Have Used Special: Comments ��(/� / V !vemL BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o =, Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 r.Ql rogerr _southoldtownnv.aov - seandasoutholdtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: - 712- Company Name: �AoVr<t,) Electrician's Name: License No.: �Ar 3Ua q3 Elec. email: OLA114%9& 00- CDn Elec. Phone No: 516 jo-b'11 4°l ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: -45 AQ Address: 2000 IpAe� I�tL Cross Street: Phone No.: Bldg.Permit#: email: 5VAMJ Zt&4hA%L- 6oh. Tax Map District: 1000 Section: 113 Block: ?,' Lot: -7 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑ NO F-1 Rough In Final Do you need a Temp Certificate?: ❑ YES❑ NO Issued On Temp Information: (All information required) Service SizeF11 PhF�3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 M H Frame Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION N poi' ---------------------------------------------- FFOL,r�,G� BUILDING DEPARTMENT- Electrical Inspector y � TOWN OF SOUTHOLD >1r Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 `rr Temporary Certificate # /3v/ Date--10 12022 Customer Name , •A Electrician Name i p ia e C L Addres4bocd v-4 Mrltjuck Phone d 3 e-mail Seaj, hx> Q R e a` 1 , e,oy" e-mail bad ®tt l-,9 U Ut? • C Phone -7 attlD 05746-j License# 342 83 Size--3-013 A Phase I Overhead Underground #of Meters Remarks #of Underground Laterals 2\ New "H" Frame or Polel P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 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 v for ys ate above. Authorized by i 1 ID OCT 2 7 2022 ; L FW BUILDING DEPARTMENT-Electrical Insp cilr oSu �COG'Y' BUILDING DEPT. TOWN OF SOUTHOLD C* =` Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 of rogerr southoldtownny.aov — seand(aD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/26/2022 Company Name: Modern Electric East, Inc. Electrician's Name: Bob Hough License No.: 34283 Elec. email:bobhough918@yahoo.com Elec. Phone No: 516-903-7149 01 request an email copy of Certificate of-Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Sean Peters Address: 2000 Park Ave, Mattituck, NY 11952 Cross Street: Marratooka Road Phone No.: 917-292-0540 Bldg.Permit#: !I F<j email:seanhp28@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Underground Electrical Service /Wiring of Residence Square Footage: 3600 Circle All That Apply: Is-job ready for inspection?: ❑ YES❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: rV YES ❑ NO Issued On Temp Information: (All information required) Service SizeFv-11 Ph❑3 Ph Size: 300 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect[]Flood Reconnect[]service Reconnect ✓❑Underground❑Overhead # Underground Laterals ✓ 1 ✓2 ✓ H Frame Pole, Work done on Service? Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION l o 2� 22 J 3S— Re c 4� 102-98b 13F -A 148 )82- EN-CONSULTANTS July 23. 2021 REQUEST FOR LETTER OF DISAPPROVAL Michael Verity, Chief Building Inspector Town of Southold Building Department Town Hall, 53095 Main Road Southold,New York 11971 Re: HSA Holdings LLC 2000 Park Avenue,Mattituck SCTM#1000-123-8-7 Dear Mr.Verity: In regard to the above referenced property, enclosed are the following for your review: 1. One(1)Building Permit Application. 2. Authorization. 3. Survey prepared by Kenneth M.Woychuk Land Surveying,PLLC, dated February 25, 2021. 4. Set of drawings prepared by Jeffrey Sands Architect, dated July 19,2021. 5. Application fee of$50. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sincere , Ro ert errmann 4 Coastal Management Specialist } /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting N YS I F NOW York State Insuranco Funic PO Box 66699,Aitbgny,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION.INSURAN CE A A A A A',3 62654525 SPECIALIZED INSURANCE f4 ' SERVICES INC 204 ROUTE 112 PATCHOGUE NY 11772 SCAN TO VALIDATE AND SUBSCRIBE .POLICYHOLDER' CERTIFICATE.HOLDER H&C ONE.CORPORATION TOWN OPSOUTHOLD 8305 COX LN SCAN PETERS UNIT 6 2000 PARK AVENUE CUTCHOGUE NY 11935 RIVERHEAD NY 11901 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12473019-4 891474 0510812022, TO 05/08/2023 1-5/11/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW"YORK STATE INSURANCE FUND 'UNDER POLICY NO. 2473 019-4, '.COVERING, THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR .WORKERS' COMPENSATION UNDER THE' NEW NEW YORK WORKERS' .COMPENSATION LAW WITH, RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS- INDICATED BELOW, .AND; WITH RESPECT TO,OPERATIONS 'OUTSIDE OF NEW YORK, TO THE POLIC'YHOLDER'S REGULAR MEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING•SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS./M'WW.NYSIF.COM/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE.IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVES CLAIMS OR SUITSTHAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICE RS'OF THE INSURED CORPORATION. PRESIDENT BAYRON CUESTAS VP . MARIA MARTINEZ H CONE'CORPORATION TWO PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER. OF INFORMATION ONLY AND CONFERS NO,RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER'. THIS CERTIFICATE DOES NOT AMEND, 'EXTEND OR ALTER, THE COVEkAGE,AFFORDED BY THE POLICY. . NEW.YORK STATE 57 NCE FUND DtRECTOR,INSURANCE FUND UNDERWRITING /��� DATE iMiAfD YY CC) CERTIFICATE OF L4ABILITY INSURANCE , siO 20'22 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIOWONLY AND'CONFERS NO RIGHTS UPON.THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY_.AMEND, EXTEND OR ALTER THE COVERAGE'AFFORDED BY THE POLICIES BELOW, .THIS CERTIFICATE-OF, INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the,policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and,conditions of'the policy,certain policies may require-an endorsement. A.statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 'PRODUCER ON rAC T NAME: _ �. — SPECIALIZED INSURANCE&SERVICES PHONE - - PAX —moi 73 {�No.Ent:_ 204 RTE:1'12 E-MAIL SRUc'?rSFEClAL12EDINSURANCE.COM PA.TCNOGUE,NY 49772 _... . -- __.__....__. _.__._. ADDRESS: ____ V AUtO i I9t118=BUSine55 CyCIG'•9kC. w._ ... ._ _INSURER(S)AFFORDING COVERAGE _ NAIC 0 — ___ INsi►aERn:1 ATLANTIC CASUALTY INSURANCE CO 42846 INSURED INSURER B.' _...- H&C ONE CORPORATION ___ _ ......__.........._.w_.__.._._._._.__._..,....,..v_ _ .._._._ INSURER"C: _ ._.-. ,. INSURER Dh__ CtlTCHOGUE, NY 1 T995 I1,186RER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE,POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIO() INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH -mis CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORt7ED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,.' EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN'REDUCEO'BY PAID CLAIMS, ( ir LTR TYPE OF INSURANCE,, INS()i lin .POLICY NwABER t9A ODfYYF Y MtvDO E YY . LIMITS . COMMERCIAL GENERAL LIABILITY Y- LUfiEif328A74.1 510712022 5!0712023 FACH OGCURFEINCr ; _ 14000,000 CLAIMS.MADE,(_._; OCCUR PREAi(SES,Eu cc ;1.re:ev` $ 100,000 Le sewn) tAEp ETP(Any yr s PERSONAL&AOV INJURY g 1,00_0,000 GEN'L AGGREGATE LIMIT APPLFES PER: GENERAL AGGREGATE_ 3, 2,Doa,17o0 x` Pt LIt Y IEC r- LOG 4 I PROS.^.TS.COt 1Pt{JP A(;(7, 3 __.�OQa}_Q_ •. — OTHER: 3 AUTO,M.00tLE LIABILITY ;COMB3NEs 51NGLE L{A41T $ ANYAUTO 'ROCt vJ iN i3 4Wtt ICU SCHEDULED AUTOS UNLYAUTOS BODILY INJURY{i Per ac+ :rt) $ n.,._ r.. _...,._......._, t _ `RY{ _4 • I I1IRED NON-01AINED E PROPERTY DAMAGE. AUTOS ONLY Auros ONLY t iPer acc�4 nt4_ _.�__ 3 UMBRELLA LIARMCUR. EACH OCCURRENCE3 . , EXCESS LIAR GLA;MS•MAUfI I AGGPC`GATE DED' I RETENTION i $ WORKERS COMPENSATION j PCti TI ' U tN- AND EMPLOYERS'LIABILITY i i SS --• j, i_._....�... ANY FROPRIETORlPARTNERIEXECU11Vl: YIN � �F_,I,EACHACCiI)FNT S OffICERIMEMHER EXCLUDED? � NIA! - --- — . (Mandatory In NH) I E.L.DISEASE-EA EMPLOYE. $ If yes,describo under DE$C IPTION'OV OPFRATIO:$'belmy E.L.DISEASE-POUCY WAIT S DESCRIPTION OF OPERATIONS!LDCA71014S 1 VEHICLES(ACORD tDi,Additional Remarks Schedute,may be attached if more space Is required). :REMODELING,CARPENTRY,DRYWALL;ROOFING,SIDING INSTALLATION,TILE;STONE;MARBLE,MOSAIC OR TERRAZO WORK CERTICATE HOLDER IS ADDITIONAL INSURED'AS PER WRITTEN CONTRACTOR AGREEMENT CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD, SHOULD ANY OF THE ABOVEDESCRIBED POLICIES BE CANCELLED BEFORE THE- EXPIRATION DATE THEREOF , NOTICE WILL 13E DELIVERED IN SEAN PETERS THE WITH THE POLICY PROVISIONS, 2000 PARK AVENUE RIVERHEAD, NY 91901 AUTHORIZEDREPRESENTATNE" t ` .fcl44RR..9r14R.flCmmn nnpDADATir%m.:.Ali-ho....oe...:..r - H&C H&C ONE CORP CONSTRUCTION 8305 Cox LN 46 Cutchogue, NY 1193 5 Office- 631 856 0066 Cell- 631 953 1386 hconecorp@mai.l.com Insurance information; General Liability Policy Number L068026874 05/07/2022- 05/07/2023 Worker' Compensation NYSI.F Policy Number I2473019-4 05/08/2022- 05/08/2023 Suffolk County License HI-62286 Expires 05/01/2023 PREPARED BY: „WILL SANITARY PLAN DERIVED FROM SURVEY BY EDWARD ARMUS ENGINEERING PLLC ENGINEERS CERTIFICATION MAY BE REQUIRED FOR I/A-OWTS INSTALLATIONS. THE DESIGN ENGINEER MUST BE CONTACTED 1 DWELLING I LAND N/F OF KENNETH M. WOYCHUK LAND SURVEYING EDWARD ARMUS,PE WHEN THE SCDHS WASTE WATER INSPECTOR IS CONTACTED FOR FIELD INSPECTION. ALL SEPTIC AND LEACHING FIELD 1 W/WELL WATER ANTHONY STUBELEK i PLLC,PO BOX 153,AQUEBOGUE,NY 2/25/2021 36 DEER RUN LAND N/F or SCTM// 7000-123-2-35 DWELUNc / WATER MILL,NY 11976 COMPONENTS MUST BE VISIBLE. ) MARK & JEFFERY WADE 4 o W/WELL WATER / PERMIT JUNE 2021 SCTM# 1000-723-2-34 PERMIT JULY 2021 PROPOSED WATER SERVICE TAP, APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS _� / VAULT AND SERVICE LINE TO HOUSE PERMIT APRIL 2022 - 1 THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENCE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES) AND ENDORSEMENT J (INNOVATIVE AND I c -u y o PERMIT APRT 202r N ! ALTERNATIVE TREATMENT SYSTEM INSTALLER) THROUGH THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIR, PURSUANT TO SUFFOLK COUNTY CODE _ - Z UNDER PRIVATE AGREEMENT, 63-79(II)(J). THE DEPARTMENT OF LABOR,LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A-0WTS MAINTENANCE PROVIDERS. EXISTING WATER MNN LOCATION TO BE DETERMINED a y y) o'T 2ALL I/A-OWTS SANITARY SYSTEMS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY CODE PRIOR TO THE DEPARTMENT f LRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON"AS-BUILT PLANS. t' �) goo PA K AVE' 1� ERZ °501 � UT l I, s CL 27.3 �(� 3.,AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE FA r 66.25' �r L q� N 8 57'00',, PAVEµcNL 6 / PROPOSED WATER O 094 r A'APPROVAL OF THE I/A-OWTS REGISTRATION BY THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. ) qT �pcE ,°' DIST IBUTION BOX ' SEP ° D.P. ° SERVICE TAP VAULT AND �Rp1Sly /4. ALL INSTALLED UA-0WTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE CONTRACT. �Z 0 I 823.00' o z w ' _ N '4 GUY SERVICE LINE TO HOUSE 5. INSTALLATION AND USE OF THE I/A-OWTS MUST CONFORM TO THE SCDHS APPROVED UA-0WTS GUIDANCE DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR'APPROVAL P AND MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS. "THESE STANDARDS COVER VENTING AS FOLLOWS: "WHEN AN I/A-OWTS REQUIRES A VENT,THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT PIPES SHALL EXTEND A MINIMUM OF 6"ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL LEACHING HAVE A MINIMUM HORIZONTAL SEPARATION OF 12"TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT THE SYSTEM TO THE RESIDENCE ROOF,A VENT 1O POOL �� ( Ex P" i PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND TERMINATE A MINIMUM OF 18"ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' FROM AND t_....--1 O WINDOW OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. ALL VENT PIPES MUST HAVE A MINIMUM DIAMETER OF 2". D1 \ ) O NOTE: LOCATIONS OF EXISTING SANITARY 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A-OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE INTO AN ' y AND WELLS PER WOYCHUK SURVEY. uA-overs. � I) pp h �DBS \„..�� � \ 1 0 41 7. THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF THE TREATMENT UNIT IT SERVES,THIS MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE j y�+ y P� AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE SCDHS RECOMMENDS AD TELEMETRY DEVICE BE INSTALLED TO ' O d Exlsnrc PRECAST z 1 TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE O&M AGREEMENT. A GFI OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO -0 SEPSIC SYSTEM x PROVIDE POWER FOR MAINTENANCE AND TESTING EQUIPMENT. USE A DEDICATED 120 VOLT AC,20 AMP,SINGLE PHASE CIRCUIT BREAKER IN THE ELECTRICAL PANEL FOR SERVICE TO THE ( LP ' ! P - -50' SEPARATION Wllf WELL TO BE DISCONNECTED ALARM CONTROL CENTER. % 11 C3'� '�� !L { 8. A BLOWER UNIT SHALL BE INSTALLED ON A FIXED BASE. ENSURE ADEQUATE VENTILATION,AND PROTECT AGAINST SUNLIGHT. UNIT MUST BE HARDWIRED TO A DEDICATED 15 AMP LEACHING TREATMENT 313 m PROPOSED WATER FROM HOUSE AND USED DISTRIBUTION BOX POOL 1 FOR IRRIGATION ONLY BREAKER IN THE CONTROL PANEL,ALL UNDERGROUND WIRING TO BE INSIDE CONDUIT. POLYLOK 20"D-BOX WITH LOCKING �I wN ' fn 25.2 LINE CONNECTION COVER AND EXTENSIONS TO GRADE 2 ,v, UNIT EXISTING DWELLING COVERED \ 1 9. INSTALL I/A-OWTS TREATMENT UNITS ACCORDING TO MANUFACTURERS RECOMMENDATIONS. ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE pOLYLOK20 0.80X BOX PARTS: l \ ', 5TODP t w IMPLEMENTED. THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 POUNDS SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM. PARTNo.3.17-20 HEAVYCOVER PARTNO 301TC20 1 NO IMPROVEMENTS >/ s MATERIAL-HDPE 6'TALLRISER PARTNO.3009 (n + 1/2 Sn \'�, ) Y FRAME DWELLING �� EO 10. THIS I/A-OWTS,HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE,IS REQUIRED TO BE SAMPLED WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL 1TTALL RISER PART NO.30MR12 1 OR 2 USE. DURING THIS PERIOD THE MEAN ROLLING AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE=OR<19MG/L. OUTLET PIPES TO HAVE POLYLOK#3049 � l � C I O ALL' ' 11. DETAILED INSTALLATION,OPERATION,AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS FOR I/A-OWTS SYSTEMS(12.29.17)SECTION 19-107. DETAILED EQUILIZER END CAPS \ �1 \) O COVERED J = REGISTRATION REQUIREMENTS MAY BE FOUND INS THE SAME DOCUMENT,SECTION 19-106. EVELERS 1 II v n EXISTING WELL TO BE G 4 DISCONNECTED TO HOUSE SLP) )./ r AND USED FOR IRRIGATION �P PAID WIRES n/ Z ) 1 USE ONLY �o 0 o OMPRESSOR DISTRIBUTION BOX DETAIL ( U. P.10� `"' F R H EA D W I R E S m - - ' OVER -- - - -- - --- - Q- TEST HOLE DATA (NOT TO SCALE) � - �-�_�-_ - - �, � I ' � - _ _ _ RIVEWAY LC CONTROL PANEL (NOT TO SCALE) _ '- W(HP80 COMPRESSOR BY: McDONALD GEOSCIENCE _ _-- _ _-\l- U. P` I z �2., 0 11-20-2020 GRADE EL.= 19.4' - CONTROL PANEL AND AIR PUMP N POLYETHYLENE ENCLOSURE EL 19.4' 'I / � __•r-.,r-,�-- -;� 1,� ON PRECAST CONCRETE PAD ( O Ln GRADE 1.0' OL BROWN LOAM LOT WIDTH OF 130FT FOR TAX LOT 6 + \ UNDER NOTARIZED AGREEMENT N EL 18.4'- THE PROPOSED 20' MIN. SEPARATION SWAHtV A NEW PUBLIC EN HSA OWATER SERLDINGS LLC VICE WEATHER TO LEACHING POOLS ON PERMITBETWo HOUSE AIR ENCLOSURE AIR /m� ' PROPERTY TAX LOT 7 CREATES THE o I WILL BE INSTALLED ON PARCEL ELECTRICAL CONTROL BLOWER SET ON PAD `'m ; 5,0 SM BROWN CLAYEY SAND DISTRIBUTION PANEL L 19.6 1000-123-8-8.3 AND THE EXISTING WELLS 24 'z ) MINIMUM 150FT SEPARATION TO THE AIR HOSE AND ELECTRIC PANEL TREATMENT HARD W 1 SUPPLY TO TREATMENT UNIT l\ m , CLEAN OUT NEIGHBOR MGN /1 WILL FOR IRRIGATION USE ONLY uNlr WRED �' t3! EASTERLY PROPERTY LINE FOR THE EL 13.4' - I N YARD R ON TAX LOT 5 HYDROACTION REMOTE GROUND MOUNTED JRE ) - o CONTROL PANEL AND COMPRESSOR PUMP REATMEN ( n d q/ ) PROPOSED 5/6-BEDROOM HYDRO ACTION 1 UNIT V V I 'I + '� LAND N/F OF CONTROL PANEL DETAIL MODEL AN600 TREATMENT UNIT, REMOTE PETER & BARBARA SWAHN ELECTRIC WIRING SCHEMATIC DETAIL �'` _ ) CONTROL PANEL, (1) DISTRIBUTION BOX SCTM# 1000-123-8-8.3 (NOT TO SCALE) 11.0' SP PALE BROWN FINE (NOT TO SCALE) ( AND (2) LEACHING POOLS SAND (1't OSRIBUIGN�x v...� I soy' ss:PaRaTION WELL WELL TO BE DISCONNECTED I ( LEACHING POOLS AND RSP \q ) FROM HOUSE AND USED 43� � , \ DISTRIBUTION BOX "� ' a �„ FOR IRRIGATION ONLY FFL - 20 .5 J - NN -I 1 "' TREATMENT > -J EL 2.4' _ m I LP 08 79 I 'I `_ O UNIT \ 83 '\ I� �\ O as ' I NO GROUNDWATER ENCOUNTERED o N I 1 -' jt{130 F'C IVM1N � DEPTH OF TEST HOLE 17FT BELOW GRADE - - a ON SLAB w� �I _ _ ° _ _ ,_ W PAa IAN RHEAD WIRES (. a �4 1 - � DWELLING W/PUBLIC WATER cc o CONTROL PANEL AND REMOTE AIR �k ) W%WELT DWELLING DOMEDSHAREFOR Q o 1 PUMP ON PAD WITH ENCLOSURE (Dwl NIZ ) MAXMUM LOAD STRENGTH tae STOPPER OR STOPPER OR rr 1 ✓ ,,,N _ L P SLATE OR OTHER I 0 l NANDIE FOREASYREMO 5 __ '1 I END PLUG SUITABLE COVER END PLUG SANITARY 62 of SArETY SCREEN CUBBON FAMILY TRUST -' + tom. LAND N/F or GARAGE,FFL=20.5' EL 19.5 595 SF, ON SLAB 11 OT -- 72 W N UNIT VENTS BACK SCTM# 1000-123-8-6.00 EXISTING SANITARY UMTVENTSBAC 76 UJ � 03 SEWER PIPE a3ANDONED 0---� ' INTO HOUSE S ' TO BE ABANDONED lL.p) WASTE S°i« \ PLC CONTROL PANEL > CANBEUSEDW L• PI WASTE STACK _ rJ ' EXISTM' SEPTI IN NoE A'.PMALT E 5-ELBOWS 30-ELBOWS oRWTNouTscREws DWELUNc L.P L.p IN r- VJlHP120 COMPRESSOR • 9ZEDTORTINSIDE "' \ �- POLYLOK 20'SAFETYSCREEN Y W/WELL WATER PART HDPES EX I S T)I V {,ROP S�OR�( RIVET RRSTXI"PoBER �-, r 2�.5 MATERIAL-HDPE ^, 1 W \ �F D - - 45-ELBOWS 0.WYE �j-v \ -� 1 WWII`� _ 11 1I E.�ROOMS orT+ ALTERNATE'A' ALTERNATE'B' ^ � SEPTIC - ,`A. I P m 3557 5 fm DW"mac 1 _ 1 O �.'C EL 4 2T CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICLE TRAFFIC I GARAGE •� QTES�•51 A L VIEWS,ALTERNATE W IS FOR BENDS,ALTERNATE'B'IS FOR USE WITH BLDG.EXTENSION/CONNECTION \\\ U ° 4 i HOLE 1 m B L. CLE N OUT ' F � zoE�K I, L. P A,F Lk covREP ��, I N BA E M E N PATVO ruop ''�� POOLORN( oso. EXISTING HOUSEAND 12 A - 6' 63 GENERAL SITE NOTES n s s� SANITARY TO BE REMOVED 1. INTENT OF THE PERMIT IS THE INSTALLATION OF LOW NITROGEN COMPLIANT SANITARY SYSTEM FOR A NEW SINGLE FAMILY RESIDENCE. �� G�� 1 2. EXISTING PARCEL IS CURRENTLY DEVELOPED WITH SANITARY AND UTILITIES ,4 P�MPG ENLARGED SANITARY VIEW EYIS710 \ 3. PROPERTY HAS ACCESS TO PUBLIC WATER AND NEW PUBLIC WATER SERVICE IS PROPOSED. DWELLING R E�IRCULATION PUMP 1 +L t 33 14 SCALE: �11 � 1 0' F the ' T�p ENDING 72 4. PERMIT PROPERTY AND NEIGHBORING PARCELS ARE ON PRIVATE WATER WELLS. PERMIT PARCEL AND NEIGHBOR TO THE EAST WILL BE CONNECTED p0 TO PUBLIC WATER AS PART OF THIS PERMIT. NO KNOWN DOMESTIC WELLS WITHIN 15OFT OF PROPOSED SANITARY SYSTEM. ,,ffol'�Couinesnty y De t. inspected by ice M0 w s Suffolk County D�+�t.o�Health S�*ruic�s. °� `,NSI''' _,�. � s BILL OF MATERIALS 5. TEST HOLE INFORMATION WAS TAKEN FROM ONSITE TEST HOLE,GROUNDWATER WAS NOT ENCOUNTERED. Call (631)852-5754,48 hours in L` J WOOD ?�o ANDRJC g c ITEM PIN DESCRIPTION °TYi 6. PROPOSED SANITARY SYSTEM SHALL BE I/A SYSTEM PRECAST CONCRETE TREATMENT TANK AND PRECAST LEACHING. � HA-AN600-R TANK,AN600 245 NITROGEN REDUCTION REMOTE , advance,to sch�du, �1'tZRt".:'t�t?E'@��). EXISTING WELL TO REMAIN A 180055 TANK,AN600245 PRETREATMENT , AND USED FOR IRRIGATION ET pIN B 130002 SNG STANDARD 2TANK CONNECTINGKIT , 7. PROPERTY BORDERS THE OPEN WATER BODY OF GREAT PECONIC BAY /� • .� C 100111 ASSEMBLY,RE-CIRCWITION 248 COMPLETE ANS00 , USE ONLY �` SND kN�6 52' D AN600-P AN800 W1 PLATFORM COMPLETE 1 8. PROPOSED DRAINAGE STRUCTURES TO HAVE 20FT SEPARATION TO SEPTIC. E ECSO-30-L720-PLC ECSO.30-L-120-PLC Abandonment of the existing sanitary system must be in Sbaa°2,+o4� �% P 9. ALL GRADES AND ELEVATIONS ARE BASED ON NAVD 1988 DATUM G AN600245 NITROGEN REDUCTION SYSTEM REMOTE oRnwN"r:ARAvis conformance with the Department's requirements, / \ •• ' WED BY oNATURE re Ev. PART// W000 ^ \ STEPS \V laTdr'I. Cfi011 RR fon9n7 D HA-AN600-R Submit completed form WWM-080 as proof b �o°o PSG -tiNiT ooy � ` N 1.87' O �/ Design Professionals Certification Required. N 88°32'10"W VENT LINE SHALL ENTER BUILDING,CONNECT ALL COVERS ON TREATMENT UNIT SHALL WEIGH MINIMUM DISTRIBUTION BOX HOUSE FFE 21.5' 60-LBS PER COVER OR A SECONDARY SAFETY LIDS/ POLYLOK 20"D-BOX WITH LOCKING Submit P.E. or R.A. Certification For TO MAIN WASTE STACK AND VENT THRU ROOF DEVICES WILL BE INSTALLED(KID CATCHER) COVER AND EXTENSIONS TO GRADE The Installation and Construction of the Sewage Disposal System 20"COVER 24"COVER AND SAMPLING LOCATION Use Form WWM-073 FINISH GRADE 19.8' FINISH GRADE 20' 1.0'HT.MIN - 2.5'HT. MAXIMUM 2.0'HT. MAX ND CAPS OUTLET PIPES TO 1.0'HT. MIN INVERT 27"MIN HAVEEQUIZEPOLYLOKN3 49 4.0'HT. MAXIMUM INVERT 16.25' OUT 17.85' 01 ib EVELERS CLEANOUT IN No HOUSE 1 02 OUTLET 8"SLAB UNFINISHED TRAP INV, 16.1' EL. 15.3' s° VC DROP TEE WI H .� EL. 15.15' INLET INV 15.0' BASEMENT NSF 6EFFLUENT FI ER SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PO L OK MODEL PL 122 DISTRIBUTION BOX AN600245 ORE AL (NOT TO SCALE) PERMIT FOR APPROVAL OF CONSTRUCTION FORA PROPOSED SYSTEM SANITARY DESIGN PRETREATMENT SINGLE FAMILY RESIDENCE ONLY DESIGN IS BASED ON 6 BEDROOM SYSTEM, SINGLE FAMILY TANK 8 FT MIN ® � 79" 70" 63" USE DAILY FLOW FOR 6 BEDROOM X 110 GPD/BR = 660 GPD P DATE 5-19-22 H.S. REF) NO. R-21-1709 SEPTIC TREATMENT UNIT SIZING BASE ON HYDRO-ACTION DISTRIBUTED BY APPROVED j'? �AJ7F���.;TY WASTEWATER WORKS, INC., RIVERHEAD, NY, MODEL AN TREATMENT SYSTEM S.C.T.M. 1000 . 123 - 08 - 07.000 T FOR (MAXIMUM OF" 6 BEDROOMS SEPTIC TREATMENT UNIT: HYDRO-ACTION AN600, 660 GPD MOLDED FRP 15" AN6M WITH ^ PLAN PLATFORM COMPLETE I SANITARY f Lt1N BOTTOM OF UNIT ELEV. 7.0' EXPIRES THREE YEARS FROM DATE OF APPROVAL LEACHING SYSTEM: 5/6-BEDROOM SINGLE FAMILY 6 35" 15" 72 81 _ SIDEWALL AREA: 5/6-BEDROOMS=400SF TOWN OF SOUTHOLD S.C.D.H.S. APPROVED 3 FT MIN NO GROUNDWATER ENCOUNTERED ATTESTHOLE 400SF/25SF/VF OF GALLEY= 16VF AREA = 42,603 SF. = 0.98 ACRES AN SERIES HYDROACTION TREATMENT UNIT DOWN TO ELEV.2.4' LEACHING SYSTEM: (2)8FT LEACHING POOLS SCALE: 1 II = 401 SANITARY LEACHING POOL DETAIL SCDHS APPROVAL (NOT TO SCALE) SYSTEM TO BE LOCATED IN A NON-TRAFFIC CONDITION 2000 PARK AVENUE 1 I 1 1 Q I I I SANITARY PLAN DERIVED FROM SURVEY BY NOTE: LOCATIONS OF EXISTING SANITARY AND WELLS PER WOYCHUK SURVEY. PERMIT KENNETH M. WOYCHUK LAND SURVEYING PLLC, PO J PROPERTY AND NEIGHBORS WERE INITIALLY BOX 153, AQUEBOGUE, NY 2/25/2021 o DESIGNED BY ED ARMUS ENGINEERING q \ DEVELOPED IN THE 1950'S , a Lij ---------------------------- It It I � q �o 1 1 CIOc) C) --J O 1 qJo �' J z � � o C-) �, zz: o f-- No additional/imported — I — Lu CO z O o cL o � fill required. i ; ' Q I 0 XOoo >0z OI ;z O z ' I ; O N ON ' I 10 \�� O t 11 1 L-------- --------------------------------------� p EP �w p� G ' C.3 S11 13 00 E 0 ,� 1 FENCE �� �� �,HAIN LINK FENCE 11 CHAIN LNK FENCE �,, .77. 72 Q 4'W EVERGREEN HE GE ALONG LINE � ` EXISTING 1 I. W—"'----W W ASPHALT EXISTING ASPHALT �E 1 . 4 TING ASPHAL PROPOSED ` - -� - '— /. N r,> \� DRIVEWAY TO -`I T 11 DRIVEWAY r !DRIVEWAY TO ( ASPHALT `: ' +'HIGH POOL � {� J ~' m+ W-fid W W REMAIN _ W W W W W W�—W 1 REMAIN W I DRIVEWAY w PR S BASEMEN qNG-� i 1 4' HI P ` ,, _ I w 1 I �i...._.,.__W r PROP. TEP V 19.5' 1 i ENCLOSURE .�- r ' ^ 1 +I �o - --,•_w w- 1 j PROP WATER SERVICE z tui 42.75' �_- 1� . FENCING 1 7' j \�` i - 19.75' LIN-I Q }- w o 2 . �� ELEv . .r PROPOSED 2-STY, _ -�> pRtfP. . f ------ EXISTING r0 Q v= 9.5' �'^ 6-BEDROOM WOOD �- - 15'X37' ASPHALT I o Lu FRAMED DWELLING I �'9 _ V 5.O b, _$WIATh11NG o I ,� Vt Z m -DRIVEWA - z Z PROP. S FF LEV i u`Vi v /� POOL ��' , z co Y o `✓ \��(} ---. _ _ q 0 W Z ' Z m C� 9.75` 21.5' 1 _ _SSAL*ATER I F u `''w CO) 00 V` -••VERHE - 'n/ c� •../ �. I �+' �,� - r. 1 f-_ _-..� r�---- 'PL'IRA'ION) I ' 1'a' d �� 3: - WIRES �•'::••::•'••:••:•••:•'•� "'' O� 25.92' ELEV 21.25' ---r-� �� 1 1 - I , �� PROP. 10 a c�a i78SF COVERED 1 L----i--� 520SF i �= i_ �' I NON-TURF p Zo Q Q G'� m ? . ELEV 19.5 525 S4 FT PORCH i I I COVERED -�= L- r BUFFER Q n ® J i-. Q 0 -T C4:; : ;:;;:. '` w i ` / PODL DRY ATTACKED , I 1 PORCH STEP i n. = RC W MN TUL o 1, GARAGE ON 16.0' ; ELEV 21.25' ELE 19.5' Q G PQ 'll� W CL : SLAB (ELEv 20.0') I i PROP.1 11� p S o ` 000 .Q :22..4;:::::::; I I I I C h 1 �� Q Q :'.. .. :ttl• :• :••:. r EQUIP. 1 I 1 1 f 1 �� f----- Q 37.75 , GRADE POOL { N:::::•;: I 25.92.- 16-0 ' i 1 1 12.0' ►- • ✓(' O� Z s•, J v ai::' ,� 51 -8 °� a Q_ ELECTRIC __ __ r_ , -- _. _._ ___ ---, PATIO r----- j ' o F._ 1 0 s oo PRO s, o CN I 20 j SERVICE ,moi. ,__ ` , N I ���-----,�T ROPE s i 0�'�y T---_- L�j ;r, ;1, + Hldi POOL n o0M N I 1 , .3Noo HEDGE ALONG LINE +' HIGH POOL HEDGE ALO G LINE 1 11 ' 621 3 1 ENCLOSURE FENCING •a lCJD 9 W o. o Q , g 4�. 0 1 . 7 w '`� z z o Q z o° .� N 88 3211011 T Lu n 00 15c Ljj Zia Q J (� j � � m rj Lij IW -9 w LLJA C) Qz- (3 Q:-. L-6 ML- 0 JLCRA \ KA. C/) w � � C� )::z O Z p� � s C/) � W Q o WR u"A AD Q 0 :"k _-Z� 0 Li o , SEAL S- cao Q �= \� S� -... r Ali ' O I O v O +:. ti -. C:J `�-� q V Cry�! `---� �1, �,. �.. i .J Q_ LO1 _J 1 i C/)) Cr _r � O -� ARCHITECT JJEFFREY SANDS Q � J Q- o q f-`- O ARCHITECT ELEV. 19.4 � r� C7 '�Q6 EVERGREEN LANE QUOGOL DR BROWN Q '� O C� " EAST APHONE 6631.375,5997 42 FAX 631.576.8916 LOAM �J EMAIL:JEFF@JSA-NY.COM BROWN SM LAYEY SAN fj 0, PROJECT PALE PETERS BROWN FINE SP SAND TOWN OF SOUTHOLD RESIDENCE LOT COVERAGE 2000 PARK AVENUE (BUILDABLE AREA 42,603.37 S.F.) DRY WELL VOLUMES FOR 2" RAINFALL MATTITUCK NEW YORK ROOFED AREA = 4858 S.F. EXISTING LOT COVERAGE DATA PROPOSED LOT COVERAGE DATA DRAWING TITLE 2 STY. DWELLING W/COVERED STOOP: 1444 S.F. EXISTING SECONDARY DWELLING TO REMAIN: 865 S.F. RAINFALL VOLUME _ NO WATER 1 112 STY. DWELLING W/COVERED PORCHES: 913 S.F. EXISTING DETACHED GARAGE TO REMAIN: 408 S.F. [2"1(12"11 ')] * 4858 SF = 810 CF SITEPLAN- 17' DETACHED GARAGE: 408 S.F. PROPOSED DWELLING WITH GARAGE: 2578 S.F. LEACHING RING VOLUME APPROVED BY NOV. 20, 2020 PROPOSED FRONT COVERED PORCH: 178 S.F. FOR 8' DIA. O.D. x I ' DEPTH BOARD OF 1 r2USTEES McDONALD GEOSCIENCE TOTAL: 2765 S.F. or 6.5% PROPOSED REAR COVERED PORCH: 520 S.F. PI * 7.33`2 * 1/4 * I ' = 42.24 CF TOWN OF SOUTHOLD PROPOSED SWIMMING POOL: 555 S.F. REQUIRED DEPTH OF 8' DIA. RINGS = --- ELEVATION DATUM: NAVDBS _ _____ 810 CF 42.24 CF FT = 19.2 FT DATE w ��� E C E I V DD scALt 111=201 1-19-2021 TOTAL: 5150 S.F. or 12% / / kR1'� lG ZoZy- X4..,1 r; DEPTH OF RINGS PROVIDED = 6 FT �,� `` . _ --' FEB - 1 2022 DRAWNG NUMBER S.C.T.M.# DISTRICT: 1000 SECTION: 123 BLOCK: 8 LOT: 7 C 2 - s' DIA. x 3' DEPTH EA. SouthUld Town 42 , 603 . 37 SQ .FT. or 0 . 98 ACRES B•ardOfTalstpes _ 00 o- _ N .d c � _ - O I fEP10E c 1 CA 1 1->. Cf alyy M f31 0� r ; � g , � ,0OW to dNNµ E �x M„SZ,SS°OO S o �( •11.0. ♦. .' a o2 `-'- �� :12.0" •: :�:�i2.b.a•• •.� •gyp �t• � o°N CA 511°13'00") �vaN i ^,^r + r 0000 W N \ S - --- 20 t Vt1E + M 1 - oe. 02 1 / Q C.1 ; 1 A ' 15o g .. ..• � 20 621.S3' X 3 6.2' tvzo i �yNE N t3'Oo"IW I �. � Z Oso N 150 .._. o a 04 co 00 !n AC ilj 1��1 UOADi W OOlA � 0 (c600 ( 0. e Z 4 R. O a) 0 0o 3 a o t w rliA m o Z -j o 0 `J -0 d m _- rri7 co O v�2 0 m p W { �, �- � •.- to � e �� V s W W A P �w � $ W 2e Of w a ►-j N U o ey a tt��i U F c; 3 Z W N O � �Q 3 �3WZ Z O 61� O N j o�j a j a n ti 3 N Q,a1 R 4 tie W ma mO ¢ o WZ 2 h � o vii 0- ci ` ems �Q 4 �/T/S i N v:LA: v o �s'�W N vi vi (0i 6 C) �Q ,i r a a N q, CD 1ww— N a s�3 c� ¢ L y t ? m LLJ r- O o !L. N 0 L � p N e Oto 0_ w a- Z jLK 9.j00 � zo o �Z �~a y Li cc Q o 3 O eW � � 0 W ? p < E- . M M �2a�$t?a U O Z W►7 (n Q H O Q (D N U� LLJW S O V 9 � O f N 1.-2i 6 < (1) N Q jz� o O N < LL. art o Q aha �z N S.C.T.M.# DISTRICT: 1000 SECTION: 123 BLOCK: 8 LOT: 7 LP LP LAND N/F OF LAN) N/F OF ' MARK & JEFFERY WADE ANTHONY STUBELEK SCTM# 1000-723-2-34 SCTM# 1000-123-2-35 I WELL DWELLING / W/WELL WATER / DWELLING W/WELL WATER / / Cn571NG,WATER AfNN. PARK AVENU _ Sly � / r CL 21.3 X ' N 86057'00"o 6 . 5 f P NpN r �` P. 'ZO MON. r 823.00 w 0.2 kc I UY a o r O o� r 1 �IE 1 01 9, L.P EXISTW ° SEPTIC LP p 31.7' 22 \ ...25:2: \� COVERED � ''•:FkWE•OWFt1.MC:' COVER STOOPS h� r O � PAVER r 1 r r PATI •:O: / EL 19.6: LP r ASPHALT r 2� :•::•: DRIVEWAY r ........... :::} r �z :> r Z �2.4' r r m / �O r 1 1 r rEL 19.6 r r / r r MON r r � r r � r WELL r r � r N r r LAND N/F OF rPETER & BARBARA SWAHN r LAND N/F OF SCTM# 1000-123-8-8.3 r rCUBBON FAMILY TRUST SCTM# 1000-123-8-6 U.P. OVERHEAD WIRES DWELLING _ r ` - _ - - - � U.P. = DWEWNG W/PUKIC WATER r I W/WELLL WATER r r 100' rLPLP r N � 7' r w L•P r r � EL 19.5 r r � 0 1DZTWGSEPTIC 1 I r DWELLING LP L ' ASPHALT W/WELL WATER r 130' DRIVEWAY i r 9 r r �p EL 19.4 r rN..:•2 :..0 r r ELEV. 19.4 OL DR BROWN r LP �'';;`;".2• :': i<�,° lr— r LOAMED TOWN OF SOUTHOLD 1.0 t N :,, :......:.....:::.. LOT COVERAGE BROWN (BUILDABLE AREA 42,603.37 S.F.) SM LAYEY SANC p STOW 2 STY. DWELUNG W/COVERED STOOP: 1444 S.F. 6.0' :4.6' :........... •` \ r 1 1/2 STY. DWELLING W/COVERED PORCHES: 913 S.F. 7 6' % : :: :: 'N PATIO _ PALE N::. ::::::::� DETACHED GARAGE: 408 S.F. '��'��2: :;•; "r+ •` rTOTAL: 2765 S.F. or 6.59 BROWNFINE i SP SAND i11 r 1g r MON. � rI F >> ZONE x 10HE 80UN 0 30 60 90 �wa.L _ 2Tw NO WATER w►� w C off'`ZONE 17' N� 6 NOV. 20, 2020 �. FEMA MAP#36103C0482H McDONALD GEOSCIENCE AREA:42,603.37 SQ.FT. or 0.98 ACRES NAVD88 5E� w°p0 66e ELEVATION DATUM: $ SPO UNAUTHORIZED ALTERATION OR ADD/TION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN O (1 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU77ON %WOOD r LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS777U770N, GUARANTEES ARE NOT TRANSFERABLE. STEPS THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECInC PURPOSE AND USE THEREFORE THEY ARE 5 3 w \\� NOT INTENDED TO MONUMENT THE PROPERTY LINES OR Tiff GUIDE THE ERECTION OF FENCES, ADD1770NAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS \V AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY �` �CN U) G �O SURVEY ORDESCRIBED PROPERTYF a p v CERTIFIED TO: HSA HOLDINGS LLC MAP OF: 1.87' S �� FILED: N 88032'10" sITUATED AT.MATTITUCK TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design f� P.O. Bog 153 A uebo ue, New York 11931 THE WATER SUPPLY, W£LLSr DRYWELLS AND CESSPOOL r dr/ Q b' LOCAAONS SHOWN ARE FROM FIELD OBSERVA77ONS FILE 1221-25 SCALE:1"=30' DATE:FEB 25, 2021 N.YS, LISC. N0. 050882 PHONE (831)298-1588 FAX (631) 298-1586 AND OR DATA OBTAINED FROM OTHERS. S.C.T.M.# DISTRICT: 1000 SECTION: 123 BLOCK: 8 LOT: 7 LAND N/F OF LAND N/F OF MARK & JEFFERY WADE ANTHONY STUBELEK SCTM# 1000- 123-2-34 SCTM# 1000- 123-2-35 DWELLII IG WELL tiJ/b✓ELL WATER 4 r 1r DWELLII IG r I WIWELL WATER r r r r 1 r r r e WELL EXISTiIIG WATER P�AIII �• — o, r ti r r _.._ ... .. O�t1� r r r PARK AVENUE o UO72 r r CL6°5.7'00" E 66.25' EDGE Of PAVNENT 20 MSN. ..,�„. / U.P. o.2w �� '��.cur 823.00' et 0 J? Ito lei N OI 1� WELL 1 ?2 ::::25.2::::;::::. n �:�> "::.:•: :•::•:::. RED ST P y ... :.. :: Z ::•:':i•:.�rr to:'t:':.':•: ..G.....•......... WATER ` LINE COVERED Z 14.9' STOOPrn n PAVER PATIO r--' O 0 r+ . W ELM 19. w ........ ..?:.:... d p U .GARAGE:-* X2.4' EL i 1 .6 i ` MON. SANITARY LOCATION Z POINT"A" POINT"S" r OWTS 48' 53' D.P. 65' 71' Ir ®WELL LPI 61' 64.5' LP2 76' 78' o D.P. ; P LAND N/F OF LAND N/F OF PETER do BARBARA SWAHN SCTM# 1000-123-8-8.3 CUBBON FAMILY TRUST OWTS SCTM# 1000-123-8-6 U.P. 0 _ _ OVERHEAD WIRES _- DWELLII IG ,J DWELLIIIG W/PU3LIC WATER NASPHALr DRIVEWAY WIWELL WATER 50' POOL MY _z 100' wO N W t t,9'"g„ �A" co. '� EL 19.5 GA ..... :r...... N u.:::.::..:::;•::: d1R6 1 • 4' c.o. 15.0 DWELLIIIG ::::= W/WELL WATER r� 2.0::: ::: ::.:: :::':::;; oT` 130' ^ :.::.Fit'AL,*: :::;::: :: m �t ............. . sir ..:.:.:.: owEu we #2000'::::::::: c,� ' rpt z/.s.......... sr::: ::::::::. 15.0 1 �•���PAS � Z 5- LOT LOT COVERAGE DATA 3 (BUILDABLE AREA 42,603.37 S.F) Z SECONDARY DWELLING: 865 S.F. 0 DETACHED GARAGE: 408 S.F. I x Z DWELLING WITH GARAGE. 2637 S.F. r t� FRONT COVERED PORCH: 173 S.F. I I Z REAR COVERED PORCH: 549 S.F. J ., 10' WIDE I•W000 toolNo SWIMMING POOL: 462 S.F. �--- —� I MON. NON-TURF BUFFER x X xxX X TOTAL: 5094 S.F. or 12% I I ` % X"x%"v X I , 0 30 60 90 (WELL_ _f " x%x � Z 7.01AE r77 F_71 r1_1 XAI x x o +II 6 FEMA MAP#36103CO482Hj�a ,roN- K 2� AREA:42,603.37 SQ.FT, or 0.98 ACRES o 5, VV ELEVA"ON DATUM: NAVD88 � ! } - w W. �° � w��' o� �ooa G UNAUTHORIZED AtZERA77ON OR ADD17ION TO THIS SURVEY IS A W01 A77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA770M LACOPIES OF THIS SURVEY Oo MAP NOT BEARING 774E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN O Cp 6$°� �� ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU7ION W � Oy LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. woo THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE �-+ STEPS NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS O O p AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY ^� '� tk O 3 �ooa SURVEY OF-DESCRIBED PROPERTY CERTIFIED T0: HSA HOLDINGS LLC �•� 3 d; �$ �� MAP OF: FILED: o FINAL 01-05-23 0 SITUATED AT-MATTITUCK END. LOC 11-03-22 U TOWN SOUTH KENNETH M WOYCHUK LAND SURVEYING, PLIC REVISED 06-01-22 SUFFOLK COUNTTYY,, NEW YORK Professional Land Surveying and Design THE WATER SUPPLY, WELLS ORYWFLLS AND CESSPOOL P.O. Boa 153 Aquebogue, New York 11931 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FILE #221-25 SCAtE:1"=30' DATE:FEB 25, 2021 N.Y.S. LISG NO. 050682 PHONE (831)298-1588 FAX (831) 298-1588 AND OR DATA OBTAINED FROM OTHERS , , , , , NOTE: LOCATIONS OF EXISTING SANITARY AND SANITARY PLAN DERIVED FROM SURVEY BY v � WELLS PER WOYCHUK SURVEY. PERMIT KENNETH M. WOYCHUK LAND SURVEYING PLLC, PO __j PROPERTY AND NEIGHBORS WERE INITIALLY BOX 153, AQUEBOGUE, NY 2/25/2021 ,o DESIGNED BY ED ARMUS ENGINEERING It, DEVELOPED IN THE 1950'S , J o � , co S © `� w Qo -Jz ' CIO� �` © tl 0LIJ 1 Q p J ,i I w r t, -_j O O Q I �/ Fzz O o W o O o ;---- q z m� o O No additional/imported ' Q v ; ; �— Nw c-� zz; o fill required. � , w z Li�Z w , j cJ �3 c� o z 0 \� ' O l Z ' L-------- --------------------------------------� p E o+ 0 0 0 0 � AIN LINK FENCE% S 11 ° 13 '00 �� E CHAIN LINK FENCE r,,, .577. 72 � � OE4 W. � ° •�C' EVERGREEN HE GE ALONG LINE EXSTING _d. el STING ASPHAL PROPOSED t'` _- I-- �'� --'`� - - -I �+ W W w DRIVEWAY DRIVEWAY TO ASPHALT , C� J 3 , 1 • 1 EXISTING ASPHALT I '3� 4' HIGH P00(, w ( � r., DRIVEWAY TO REMAIN i DRIVEWAY IP . BASEMEN Cl CLOSURE , �'" ' W w REMAIN CING'1 0 I 4' HI�H P '; w w w w PROP WATER SERViCE_�_w w! w I .� `w42.75' ' �_�� � �°P' � E4Ev 1s.s' � I FENCING�CIBE � I ; +I o w w-� I ! Z I 1 0 i } ' ^ o 0 3 j LINE E�Ev o PROPOSED 2-STY, _ _ ;1 19.75 ted; �z v : o Z L! c r+ 8 WOOD - r 15!X37' I �• ASPHALT 2-1 I o z -� ! - 9.5 50. FRAMED DWELLING i ; � _ _S'MMMiNG ' • V u- O -.J 3' � � 1 N M r" t` 4 ORIVEWA z I z j z PROP. S . 2i.5 i F _�S ATER r r m w ocri - OV w O W - - WI -- - _ :U ow o _._._.- ER H EA D R o° I ELEv 2,.25 F_ a PROP, 10' a �/ ES 5205f - I NON-TURF o 4 f "- N::::: a •• • :• V Ui k 178SF COVERED �? , , O z o .. �"' n! -t:J: ►- I O ELEY 19.5' 525 SO FT PORCH w I COVERED -E_ - a BUFFER Rp\N Q G• z� :::: ::::�0 v . - • m 2 R STEP I' G --,z �: 7d O ATTACHED , PORCH I a r A1/ POOL DRY , I , 19.5 f„ W cu ;.:'�(;� 'I t >C , o WELL O N GARAGE ON 16.0 i I aD 21.25 ,��* Q 0 ! V Q k w v :: cru o Q : `.'� 3 N SLAB (ELFv 20.0') ; I I PROP. I 1 pp S P 3 0 22,.4 :.: : I �ooL N I I , Q Q ! , Q , (MADE Z > > Q a :�►::: ::: EQUIP, I �1 Q, N' ::.:;':C�:•;:•::::: 0 16'-0' . + I , 12.0' LEVEL e , bS I :...::. I 4 $� Q - - 25.92.- - - 37.75 + ,..._ _.. PATIO r------ rC7 Zr�SOO� C,� --.i c� . xv J , Q— ELECTRIC I T. PR TEP --4 • 1 Q o z ;� :Q:' :: ': ' , -� Q O I : �;:':::::::: (j SERVICE `=-�_, .J'�` ELEJ 1)3:5'_ N + �_ _ � _ 1 �HX� �^ I _�------ ROP: STEPT----- O �/ �� �� L. -`n - "' - - 2 Q- _I ?--- --- `--1 --- 4' HIGH PODL �� DOOM J� — OSURE Nps HEDGE ALONG LINE 0 9 O i ►► I 6� 5 ENCLO&R�FENCING HEDGE ALONG LINE �`9 !� o ��, ��, 0 1 1 1 3 0 W >. ______ 1 \ t z o Q w � _ �. 1 . 7 � o z z o a �, 1 N 88 °32 '10 " W w O Q z4 0 p& 14:::c W Q �a � Q o0 c� c o '� CO Q o m a- � � � � � co a� LL ,�, ,� Li-i � � � � � j �� _gym Q Q O- , I, _ � Z W � � Z Cry X � �.. O C� ,� k 0 �' ct 4J Qz- O CD O � m O Nw � w �' JJ ^ �i Q 1 OTZ w O VJ �`' Q O �-� �j O O L`'! � i MARRAT 0 �' p 1� (� DELI '"! KA .� _ O -'�.� EQ O � p �� _ p� C� o a� o ' ; �-v i X O W Q � O D �•^•��� ! i SEAL O /� �+J ! 14 LZ -,j ca Z��-z::c �-z izz 11 0 Lz. m Ljj O m ��) tri ' _Lj /�• (1/—�_ j, I`✓ . ; V LIJ Q J t j p O cC eC I r o, p �+ + ffl ARCHITECT C) ,.,_ Q JEFFREY SANDS --� z ARCHITECT O EAST NY 116 EVERGREEN 942 UOGUE ELEV. 19.4 C� O •C C, OL DR BROWN 4' O C� PHONE 631.375.5997 LOAM FAX 631.576.8916 EMAIL:JEFF@JSA-NY.COM SM BROWN LAYEY SAN 6.0' ,;+ o PROJECT PALE PETERS BROWN FINE RESIDENCE SP SAND TOWN OF SOUTHOLD LOT COVERAGE 2000 PARK AVENUE (BUILDABLE AREA 42,603.37 S.F.) DRY WELL VOLUMES FOR 2" RAINFALL MATTITUCK NEW YORK ROOFED AREA = 4858 S.F. EXISTING LOT COVERAGE DATA PROPOSED LOT COVERAGE DATA DRAWING TITLE 2 STY. DWELLING W/COVERED STOOP: 1444 S.F. EXISTING SECONDARY DWELLING TO REMAIN: 865 S.F. RAINFALL VOLUME _ NO WATER 1 1/2 STY. DWELLING W/COVERED PORCHES: 913 S.F. EXISTING DETACHED GARAGE TO REMAIN: 408 S.F. [2"/(12"/1 ')] * 4858 SF = 810 CF SITEPLAN 7' DETACHED GARAGE: 408 S.F. PROPOSED DWELLING WITH GARAGE: 2578 S.F. LEACHING RING VOLUME NOV. 20, 2020 PROPOSED FRONT COVERED PORCH: 178 S.F. FOR 8' DIA. O.D. x 1 ' DEPTH McDONALD GEOSCIENCE TOTAL: 2765 S.F. or 6.5% PROPOSED REAR COVERED PORCH: 520 S.F. PI * 7.33' 2 * 1/4 * 1 ' = 42.24 CF PROPOSED SWIMMING POOL: 555 S.F. REQUIRED DEPTH OF 8' DIA. RINGS = EL£uanoN DATUM: NAVD88 _- 810 CF / 42.24 CF/FT = 19.2 FT SCALE 1"=20' 7-19-2021 TOTAL: 5150 S.F. or 12% - DEPTH OF RINGS PROVIDED = 6 FT ORA'MNG NUMBER S.C.T.M.# DISTRICT: 1000 SECTION: 123 BLOCK: 8 LOT: 7 ( 2 - 8' DIA. x 3' DEPTH EA. ) 42 , 603 . 37 SQ . FT. or 0 . 08 ACRES S.C.T.M.# DISTRICT: 1000 SECTION: 123 BLOCK: 8 LOT: 7 L.P L.P LAND N/F OF LAND N/F OF MARK & JEFFERY WADE MTHONY STUBELEK SCTM# 1000- 123-2-34 SCTM# 1000- 123-2-35 DWELLING I WELL i W/WELL WATER DWELLING � I W/WELL WATER i i i i •WELL EXISTING WATER MAIN_,._• PARK AVENUE 20 01001 CL 21.3 5!.7' 66.25' N 86° 00" 7 / MON EDGE OF PAVEMENT ._ U.F. 20 � MON. ' '•�• 823-00 O.YW 'Q Gur J� I 10 � 1 0, 1 Sara IRRIGATION IN •WELL 1 31.7' 1 22 :: COVERED 1 ST OP = z ;•....... .. WATER I LINE 1*1� COVERED 1 Z 14 9' STOOP n � OFAVER P PATIO 0 I ELI 19. o ..... .GE..P 1 O 1; O X1.4' r" eL0 I 1 .1 1 1 EL 1 .6 1 1 MON. 1 •1 = SANITARY LOCATION I Z POINT"A" POINT"B" r OWTS 48' 53' ABANDONED m�• � D.P. 65' 71' WELL LPI 61 64.5' o r �► LP2 76' 78' D.P. LAND N/F OF LAND N/F OF PETER & BARBARA SWAHN CUBBON FAMILY TRUST owns SCTM# 1000-123-8-8.3 SCTM# 1000-123-8-6 U.P. ° _ OVERHEAD WIRES Up. U-' DWELLINGS ASPHALT DRIVEWAY J W/PUBLIC WATER POOL 1 J 150' -- _tr1 N i 0 119 g „A11 c.o. , EL 19.5 P :...........•:' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES X� �•:::cF :::::::mRg g gLOC APPROVAL OF CONSTRUCTED WORKS FOR •: '• g4 co. 1 15.0 2 Story Frame Dwelling DWELLING C. .. . ......... 1 Date 4,17/23 H.S. Ref. No. R-21-1709 W/WELL WATER cA z.o : :,58::: om1 130' 1 : Z The sewage disposal and water supply facilities at this location have been ...........iii..... ....:: Inspected and/or certified by this Department or other agencies and found : :;owEwNc /2000 cATF 1 to be satisfactory FOR TOTAL MAXIMUM OF��BEDROOMS. .................... Craig Knepper, P.E., Chief Office of Wastewater Management m N Come./Swt PA110 Z m •INOPQL j::'r:: O r7 18.3 � LOT COVERAGE DATA p (BUILDABLE AREA 42,603.37 S.F.) _ _ � • � SECONDARY DWELLING: 865 S.F. I x r DETACHED GARAGE: 408 S.F. Z DWELLING WITH GARAGE: 2637 S.F. FRONT COVERED PORCH: 173 S.F. I REAR COVERED PORCH: 549 S.F. SWIMMING POOL: 462 S.F. L— --I I— J MON. + NON—TURF 1400Vp x 'A �BUFFER B % 'A'A x% TOTAL: 5094 S.F. or 1290 I I x X x%� % �'•x % X %% X NE 0 30 60 90 L&WELL ONE FtE oGD Zit BOUNDry e) ZONE VES o g ro FEMA MAP#36103CO482H AREA:42,603.37 SQ.FT. or 0.98 ACRES ELEVA770M DA TUM.- NAVD88 rs W toy o° G UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STA 7E EDUCA77ON LAW. COPIES OF THIS SURVEY MND O 2� MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 0rO ($ 'Po O \ ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON W S 6 LISTED HEREON, AND TO THE ASSIGNEES OF E. N THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. WOOD G G THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 1_: STEPS P �/ NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIAONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE AME OF SURVEY tk m 0 SURVEY oF:DESCRIBED PROPERTY �� of NEI1, Y CERTIFIED TO: HSA HOLDINGS LLC ," � 3 �. MAP OF: AlP �N M. K'Oy. Ln 0 z CEJ EN y G� FILED: ���' °yam REVISED 03-15-23 0 a Y * FINAL 01-05-23 C3 o SITUATED AT:MATTITUCKo FND. LOC 11-03-22 z `on TOWN oF:SOUTHOLD J<v KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 06-01-22 SUFFOLK COUNTY, NEW YORK els 050882 Q Professional Land Surveying and Design � J P.O. Bos 153 A uebo ue, New York 11931 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL N q B LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FILE #221-25 SCALE:1 "=30' DATE:FEB 25, 2021 N.Y.S. LISC. N0. 050882 PHONE (831)298-1588 FAX (831) 298-1588 AND OR DATA OBTAINED FROM OTHERS. --SHINGLE— ROOFING_- AREA OF EXPOSED FOUNDATION 236 sq. ft ---CEDAR -- 7 –.— - AREA OF BURIED FOUNDATION 2037 sq. ft ROOFING--- (TOTAL AREA OF FOUNDATION = 2273 sq. ft) y. 17 7 E. -ZE �7---tr J111 --- LJ _d i t : T_' LIF J r _7 METAL; PORC� 11 0 OF STANDI IG �EE� M' _flat _T _E =Z L T-— 7 T __r 7- 7 7 --i-j- I-7T J_ -IT Fp= T14 I NATURAL GRADE A 1 .='714- NATURAL GRADE SOU TH ELEVATION 1- ( WATER SIDE )_ 7- �1 T_ _T_ _j 7T -------------- - CEDAR -SHINGLE=-==�- -T- R Y. r C i. _j T ------- -,CEDAR,- T' T T, TT- N G -1 J L • i 1 7 'A LI _L_ J J I 7 _J ' T 7-1, I T F' I 7 —4-Ti-I Li T� _T� _T--T- BRIC -,,:_1 t T r_ 7 7j F_ J i !_'"'i i7 r, ti I ARCHITECT 1 71 ARCHITECT 6 EVERGREEN LANE JEFFREY SANDS L-=-J_ t L I EL Z__ EAST QUOGUE, M' 11942 7 L --c DAH LI I L-L-i PHONE 631.375.5997 7'17� FAX 631.576.8916 SHING' EMAIL:JEFF@JSA, YCOM L FtibiNG�--i 7 ti. A i PROJECT LLJ_J j- T_ L f IT _IT-,"J PAINTED _7T 7_r L L A PETERS WHITE 717 j T 'T t RESIDENCE 'T T, TRIM ']y LILL'.- T_I I I TLI-LFL, Fil 2000 PARK AVENUE 'iJ A_] __T ice L MATTITUCK NEW YORK 41 DRAWNG TITLE BLUESTONE ----- . _-_ '--- L 'T, T T r r ZADE 17 NATURAL G T PRELIMINARY _j RED BRICK ELEVATION ' ► s I I POOL EAST ELEVATION 2 SCAL?"-1'-0" DATE _F 7-19-2021 DRAWNG NUMBER N ILT I---------------- L L __J �_T __ _____ __ _____ _ — _ ____ _ __ _ _ ---------_ __`:-_ - ______ ___ _ ___�_ __ _ _ _ � e _ __E T -------- 'T ------------- ------ A A T_ T T ------- _CT:r T LJ i J T Ii T_ F-C _j T -7 T 1- 1 i , 11 T' j j "lj JJ_ Ll I -T T T— Ll -Cl- TT FT co C E DX�R I_ L A-1- T'T -,1-SH1NG'LEE, '-r-_' ' FITFI t 4L IDING-7 - J,i, 1_7 j J.-_tL L T T T 1_1 r7 _1j�A _j -7 ILI I Lill ] ', _J J_ _7 T T J L ! 77 T T NATURAL GRADE 7.7r_ T' r NATURAL GRADE NORTH ELEVATION 3- ( FRONT SIDE 1 I i t I i I 1 j- i. J_ ------ ----------- SEAL T T ----------- _�_T 'T HTIJ J 77T T LL _'.Tj J, 7 1 1 t ; `.i._ F I-T 7-' It L L 1 Li j I T 1A j t i C; I'T-I J T" 'T'T tj L-1-A ARCHITECT T' -7 T-T 7 T ET L I i I i —7 -- I I * I JEFFREY SANDS I J_ "TJ 1 . 1- i F T I j I I I -�-'=-- i is is IZ -A.-J----J_'.�j 11- 1. T I�� --7 L41 L R HITECT 6 EVERGREEN LANE 7 UT AST QUOGUE, NY 11942 1-7- J i L11 1 1 1 1 Ll 1 1 1 11 i E J;" � I I i I I Lo 'T I I- T' j 1 j , i : I I i ! 1 : : ! C14 PHONE 631.375.5997 J_t� T 1. iI L i7= 7 7.77 77,177__i 17= r- -1 `7 1 L FAX 631.576.8916 EMAIL:JEFF@JSA-N'Y.COM T i , ; 1 1 � - "T' � I , i -'T J _T J_ TIFT -Itt- 7 7"'-17! t J A- -7 E-FF __T L t __ 1 1 i, _T� j. -1, PROJECT -1 J j 4,-1-j "j- L--� I t El-I- 1 j I J__1"J_1�1 1 1 1 1 it 1 1 J-1 t tT! I PETERS T 11 1 1 1 i J I 1 1 1 i T J i A- L 'J, 1 i i A-1,A_1 ...L.j __j RESIDENCE _iJ-1,-1 t I I I i 1 1 7.1 LJ -L-1 1 j_L 7 I L 1 IIJ J., J 2000 PARK AVENUE 'I- it J-1 T MATTITUCK 7 J� NEW YORK _j 7-1 _T 'T'_r T I ! -I ! j ij T J 7 LA DRAWING TITLE L i TL't I I { j �� I "-�_`�_,_#___�,:'.:._.f ! �-.�;..._L, _ !.....1_._, .-! _(._-.>r.�_ - ---! - - F -1-1.1--i-j-1--t-I_1AA-1 ------- -j_i ------ - --- I t I -17 L 111-1-1-J."_ t7i 7,7=1, j T-1- jl- 7 � ! J A-1, T _L L NATURAL GRADE PRELIMINADIX"17 ELEVAITON POOL WEST ELEVATION 4- { � 1 11 Fj-Ll SME DATE i11=11-011 7-19-2021 L _J 4 1 - DRAWING NUMBER -------------------------- ----------------------------L_j F T ----------------------------T I FFU --a T L I Ll _T I P�i I I T-T L _J L J a 1 , Generated by REScheck-Web Software Compliance Certificate Project 2000 Park Avenue Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,440 ft2 Glazing Area 24% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2000 Park Avenue Sean Peters Jeff Sands Mattltuck,NY 11952 6 Evergreen Lane East Quogue,NY 11942 631-375-5997 jeffrey_.pands@hotmall.com Compliance: 5.10/6 Better Than Code Maximum UA: 632 Your UA: 600 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or worse Than Code Index reflects how dose to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gro,,s Area Assembly or Cavity Cont. Prop. Req. Prop, Req Hotroof:Cathedral Ceiling 2,150 30.0 0.0 0.034 0.026 73 56 Above Grade Walls:Wood Frame,16"ox. 3,600 21.0 0.0 0.057 0.060 156 165 Windows and Glass Doors:Wood Frame 855 0.310 0,320 265 274 SHGC:0.29 Garage Wall:Wood Frame,16"o.c. 123 21.0 0.0 0.057 0.060 6 6 Door:Solid Door(under 50%glazing) 23 0.200 0.320 5 7 Basement Walls:Solid Concrete or Masonry Wall height:9.0' 1,680 0.0 14.0 0.043 0.059 70 96 Depth below grade:9.0' Insulation depth:9.0' Basement Door:Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Basement Windows:Wood Frame 36 0.310 0.320 11 12 SHGC:0.29 Basement Wall Exposed.Solid Concrete or Masonry Wall height:9.0' 177 0.0 14.0 0.057 0.059 10 10 Depth below grade:4,5' Insulation depth:9.0' Project Title:2000 Park Avenue Report date: 03/02/22 Data filename: Page 1 of10 I 1 Compliance Statement. The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been de ed to meet the 2016 IECC requirements In R.E,S�cJheck Version: REScheck-Web and to comply with the mandatory requirementv li in the REScheck Inspection Checklist, { �a�tf' /,* 2v 1.2 Name-Title S7bture Date Project Title: 2000 Park Avenue Report date: 03/02/22 Data filename; Page 2 offs) REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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-InspectionlPlan Review Value Value Complies? Comments/Assumptions &Re .ID 103.1, 'Construction drawings and II met. ElCom Iles :Requirement uirement wl be , Ing h: •< •<'� ":i'i�.s:��t..,., x ip q 103.2demonstrate , (documentation demonstratef�'J�:; ;?�SI» .; �,{�,, .Jz. A.`,•r px., Does Not [PR1] energy code compliance for the r-;• �.:_:,:,• a�;aLY, ', f ,� ` ? ;•.•.: Not Observable ' r .. � r. dr`?. . ;building envelope.Thermal ?, . :,•, :�,�, s:�.: . ,;;:,-•-fix•:. represented on 1..:: �� > .',,.,,, :*F-;;j"rx.� i , envelope r `iF,::>.`z<'. '.{rr�;�tr•s �c ,�>�`''::�.,�!;• x,.�;N:,•�r:'ONot Applicable _ construction documents. 103.1, !Construction drawings and �. •{�, ...< . ❑Complies :Requirement will be met. ❑Does Not 103.2 r'documentation demonstrate • - ,,.•,,•:�'T•w:, z ;•��,•.. 403.7 ;energy code compliance for " '<'`- 'n << , r'i�: '°�=�:;' y' 1 4<; ! ,'� <;( a':c .. Ki'' (]Not Observable , [PR3)1 ,lighting and mechanical stems. `�'�' :��r-r;4�' .'W'��'=•' , }' tiP""`•= •+-:.[]Not Applicable may, -('��'' ..� :tf•.f�''fi.•::�{��,': .S.M�.•. .�:y (`y Systems serving multiple n:* ';w. °•r,, �. -��-;.•:r •'�._: , ;dwelling units must demonstrate !compliance with the IECC ,Commercial Provisions. :;2�•:�F�rxr;.;<..; ! 302.1. ;Heating and cooling equipment Is: Heating: 1 ; Heating: !❑CornplEes !Requirement will be met. 403.7 sized per ACCA Manual S based I Btu/hr ! Btu/hr ❑Does Not I [PR2]2 ;on loads calculated per ACCA I Cooling: I Cooling; ! ! yj ;Manual J or other methods = Btu/hr { Btu/hr ;❑Not Observable i approved by the code official. f I❑Not Applicable ; ! Additional Comments/Assumptions: 1 1HIgh Impact(Tier 1) 12 1 Medium impact(Tier 2) 13 1 Low Impact(Tier3) Project Title: 2000 Park Avenue Report date: 03/02/22 Data filename: Page 3 of 10 J , Section Plans Verified Field Verified # Foundation Inspection Value Value Compiles? Comments/Assumptions &R .Id 402.1,1 Conditioned basement wall : R- : R- ;❑Complies ISee the Envelope Assemblies [F0411 Insulation R-value.Where Interior: R- j R j❑Does Not I table for values. l Insulation Is used,verification 1 1 1 I may need to occur during ![]Not Observable I , :Insulation Inspection.Not : ;❑NotAppllcable ;required In warm-humid locations: j In Climate zone 3. I ; 303.2 !Conditioned basement wall ompiles❑C ; •s�;:;° <: n :Requirement will be met. [1`0511 I Insulation Installed P er "'Y+ ,: h`' Y" r:'<x; =' ' ;:a� , ;; ;>4a; '' ,.;..,.,,, ❑Does Not ! :manufacturer's r;'••J•i:;..:yi .:iZj�n�'.::sr` 4 jrt,:.:.. 1 instructlons. 'a:.nt,;!'iu;';,i�.�i i.:i;�'jr'..:wi°:+ ;:,�'rt:��,„:.r,Z;•' 1 1 `�ii;�!:�;i;Vii:;{^:�'r..t:its�¢ab'.•:�. i°.:':'."':`a.i'9C ;.<��:❑Not Observable 1 •.. :+;••.� ;>7 :,��';, ,,:`:•:i."' ta {ra•'" '❑Not Applicable 402.2,9 Conditioned basement wall I —ft I ft ✓ :❑Complies ;See the Envelope Assemblies [FO611 !Insulation depth of burial or I I :❑Does Not :table for values. Jdistance from top of wall, I I I : I :❑Not Observable : ',[]Not Applicable 303.2.1 1A Jprotective covering Is installed r ,i..; .54:.....;�;•+,:f`.k.fwgt,: F``,-J.r,;%'.:❑Com lie s IExc #Ion:Requirement is(1`011•]2 ,to protect exposed exterior N..�::,...3Y'.l`_r:�';r,a°;�,.�.�,f•r;,�&;".s'�c..�i':. :f�.j,:�i:;:.��;�z,ar+:,�'.°;,5.•`';”.�t;?X,f';+�9::•F.. ❑Does Not Inot applicable. iInsulation and extends a Iminimum of 6 In.below grade. ► ti;; :&"';,: ,:.5 ` ,r,..,<' ❑Not Observable ;f^ ❑Not Applicable 1 403.9 'Snow-and ice-melting system `�y`��P:°:'E.'L,"'a" .;='.n.J'>.;:•,::;•�":*.:;,::;�.��y`�%;"t�`~'.�is,^s�?�'°:;,b>:. ❑Complies ,E a p n:Requirementuirement is [1`012] controis installed. ❑Does Nof :notppIicable. n , "' : n• .G`n: .$•,�: 9�'�}"; "" '` Not Observable I ❑ ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12.1 Medlum Impact(Tier 2) 1 3 Low Impact(Tier 3) Project Title: 2000 Park Avenue Report date; 03/02/22 Data filename: Page 4 of 10 Section (Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Compiles? . Comments/Assumptions &R .ID 402,1.1, !DoorU-factor. U- ; U- lElComplies ;see the Envelope Assemblies 402.3.4Does Not table for values. [FRl]1 1 , t 1 ; ;[]Not Observable ❑Not Applicable 402.1,1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;see the Envelope Assemblies 402.3,1, :average), ; I❑DoesNot ;table for values. 402.3.3, I I : 1 402.5 ; ❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 I'U-factors of fenestration products fir_Y s:,Y:!�<%, „;; Y;s+' ' ;; j-,s�';.,�❑Complies ;Requirement will be met. n" ='K•,, A,,.:�,. '., ,oaf?..•.• Does of (FR4]1 are determined in accordance ?'.` :• ' i{^` `` {:•' ;u ' :with the F to procedure o "; •,,. ;: aw .r..y .•,> ❑ N N RC test du r �:l�z.;;j;.�.� ><• ,�: ,,1 ��'��,;�> :"),..,,, Not O ! r P taken from the default table. rr�;rrs';`hy t��;� �;�i '• =r ��:.a"t�%;=���. �. L� Observable , EINotApplicable 402.4.1.1 �:} `T'i rt i;: J :;.r• ,Air barrier and thermal barrier ••r�: k;;f��n �:°,�+�,I,;�;n`��f�F F�.,�•<�.: t t"_."❑Complies ;Requirement will be met, EFR2311 :installedmanufacturer's er `t•� x x- ,F„kk: .:''-r"''`❑Does Not P s"'�z,;;>� :'v y s�� t+.•)`:�: r Via'? >�.s..>,;:, Instructions. f4t x% `.:a; s:;,f k `1a3•r✓t1, ,,:= „,'x:, ❑Nat Observable 1 "k•4.>'Tr,.�:�> e?'ia•�'`t!::i i::,t�°� a.Fy ..ti.Nn`:-,`.:.'.;`,r.,,' , ,❑NotA Applicable+'.,.r)`r...r;•'..�.\,5rt.rya��.:l.• ...,24,'d..Y t;+"�,3iS�''':' Pp ' , 402.4.3 Fenestration that is not site built ! k ;'• "-`c xrx-r ; +-,j=":' r:3?:k%a[]Complies !Requirement will be met. (FR2011 is listed and labeled as meeting ;it.,.,,tta;,,., r.• ;: k yR,;;, t; r ODoes Not AAMA NUDMAICSA 101/I.S.21A440 Itratlon rates per NFRC "�' `" u`r;` e ❑Not Observable ' or has infi Y��':y`A 3 :'�'a`. •i' "r"'. k4'i:{<3r'+": 400 that w K:a.:, !? s =s �.. p,::;a.>.:;« �•;: . ❑NotA Applicable da not exceed code �` ��•:, ,•:k� 4;���•,•q:� �, � Pp , limits. >> F;•`; " c,K)v ':L'4<H r a7:4„rg:.j! :rs:`e` ' 402.4.5 IlC-rated recessed lighting fixtures r;,...��».,:'�, CICom lies 'Requirement will be met. [FR16 2 'sealed at housln9/nterforfinish Does Not land labeled to Indicate s2.0 cfm f:}.�;�R '„•;3.; - 1> •i :ls•`' 1 !leakage 5 *' {; : K. r; '' ` []Not Observable ' g 7 Pa. ,rC;�'a'{ :,;>z�,'`y',:��t::�, a.�i.d'�.e�;„,a�"'•`:;t� ''r'r_�;,s�'tK>` ; i 1a ?a';,;<Fk3��;>,`' � 4.• zfi%ar,. -;'' Mot Applicable 403.3.1 ISupply and return ducts In atticr. '. :'ori• ,Exception;Ducts located [FR12]1 !insulated>_ >„.4r; , ,�+'-�:h:tiF• rr+.;a`: .3” R-B where duct is ❑Does Not ;completely Inside the .; . . .,:;:-?F: ;,':';^ ,t•:: -building env I>=3 inches In diameter and>= �s"-� - "•^�”�"��s�' �•�.::�,'+,��<. �R-6 where<3 Inches,Supply and :�/ a ❑Not Observable 1 g elope. ,: ONot Applicable !return ducts In other portions ofa6a ',i `;f;$ pr= ¢•' .,:;::.4,•`�. 1 Ithe building Insulated>= R-6 for f� 4i?t:�'^':.••.�. fr, :.;•�:o.:�::;.,ry<,c:tr�: , i!diameter>=3 Inches and R-4.2 F;..1:?':�:vu�'�w i4?t?7:a;k<y;>yk_�h;•'�.),;.'x ?r.'..,'4�tt�•n.�{;�;:•” I ,for<3 inches in diameter. ?`,ixv�y`.k9 403.3.2 ,Ducts,air handlers and filterrtw"::al"` � F4 :: p'y = :❑Compiles f Requirement will be met. [FR13]1 1 boxes are sealed with y Y`r.. t ' ,•r% ~' €a^,: ., ❑ 1 S'Ak•`Y �si.•.'Lr,:;"•c12tk iS<.; '.'40+;' 'ir N<`;}Y- Does Not t Ste' C'�r•. ' ,joints/seams compliant with ' ! 7 International Mechanical Cade or Mot Observable ! !international Residential Code,as Fr f'$� 'u.�yf� ' ? `'` '. ”'Mot Applicable 1 :applicable. 403.3.5 ,Building cavities are not used as 47°.-t ]Com Iles 'Requirement will be met. [FR15]3 !ducts or plenums. 1 : ''�. 5�:� `�e^'.'��£ ��;sC;a��'r�:�%ry if'r'�''s:;�; °h�`'_ti•Y•`�:�rk�°"t❑Does Not , i yrf,� 'z" S'4r.a.�.t•;a:Fs3�":�'3:�.'fi"�r Ixzt�"5� 1 1 s`�;,, .�' :{'z:. •�.:i w Ea -r' ;,�;'.•>:E4? ' ❑Not Observable ' "v.. ;'"'y.,ts�r je.s,.,,,•,.rT�•;sfjif5`533%;;•`;;,'1;E:"^ ? , , ��;��,:,,$:•.,�::,�:�,s�,..�.t;�'��t�:.�-�<..s,;��v,:-�.�+_��� ❑NotAppiicable ; 403.4 ,HVAC piping conveying fluids 1 R. 1 R- 1❑Complies 'Requirement will be met. [FR17]2 above 105 OF or chilled fluids ;❑Does Not !below 55 OF are insulated to zR- 1 1 ! f3. ❑Not Observable !❑Not Applicable ; 403.4.1 ;Protection '' ` " ` ' ! on of Insulation an HVAC �����r��,���`?=•,,:;;�;;��i ! ���•-: -��Y❑Com Iles 'Re Requirement >°�. ,,,?,;'tom':��>,•#. p q will be met. 1 ,'YF?' •{:.xfw�dt`�?.,5•:A�.F��` rs 't`:' ; ss'J,?r''tiJz=z, , IFR24] ,piping. �,< . ,, :�:.r..:i> r�:.•�•:; , ix.. F....,.u;�."� Er:; :�x.�.x' �: •r ❑Does Not f 3 �< a4,xtAr�'�rsb bi3^: ,fs}}3 SG"LF,>sb"is�a•>sIei^�'S:% 1 r.�t•<s C1Not Observable . t 1 V^�: k'{+:'JG'Cii�`.4..•�Y•�r'!5r�?.��?��;c,��a+.h-iX`�,� , rS' ✓•i„ .`' fcF,'a ,v»Hi'.:J.%'�b'.r�,;-::x'.'`d'J,t'3s,�7Y.,a�E.❑NotApplicable 1 403.5.3 . Hot water pipes are insulated to 1 R. ; R- :❑Complies !Requirement will be met. [FR18]2 a R-3. ❑Does Not • ' i []Not Observable ;❑Not Applicable 1 High Impact(Tier 1) 2 Medlum Impact(Tier 2) 3' Low Impact Cher 3) Project Title: 2000 Park Avenue Report date: 03/02/22 Data filename: Page 5 of 10 Section plans Verified Field Verified & # Framing/Rough-In inspection Value Value Compiles? Comments/Assumptions R .1D 403.6 `:` ';;:;' °``'' .°';'; :; `.1]Complies 1 equirement will be met. Automatic or gravity dampers are •,:}� .';.•::,>.;::,:,` 1 -'r FR19 z `in talle on all :....:.(:m;. ...t.,,:; :t.;;; [ ] s d outdoorDNot ;intakes and exhausts. ❑ oes 1 l y. :;^ ::; r:;,: }:v':: •":, []Not Observable i°?C1Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2000 Park Avenue Report date: 03/02/22 Data filename: Page 6 of10 Section Pians Verified Field Verified # Insulation Inspection Re .ID Value Value Compiles? Comments/Assumptions & 303,1 All Installed insulation Is labeled " •":rz: ;j t° ;:,r;:'.; t j;w. »i `OComplies ;Requirement will be met, [IN1312 !or the Installed R-values;provided ODoes Not f Mot Observable 1 i`T •�.�, :^'^ '.',�,iy .,,e�r,',.'7`i:iwf p;.•,. ;`._.._,_._., .'r•: �:f•. ONot Applicable I , 402.1.1, Mall insulation R-value.If this Is a.' R I R- IOComplies !See the Envelope Assemblies 402.2.5, mass wall with at least Y:of the II E] Wood Wood ;C1Does Not table for value& 402.2.6 !wall Insulation on the wall + + + 1 [IN311 1 exterior,the exterior Insulation ; Mass ❑ mass Observable I requirement applies(FR10). i E] Steel I❑ Steel I❑Not Applicable 1 1 + + + 1 I I 1 + f 1 + + 1 1 303.2 ,WallInsuatio ::;.:;.::..: r •.,:.: _ :;.:;z<..::,::;:. Insulation is Installed per '>�.::':;,..,..�:� �..�:° 4;;���a�;:Y:�%� •C7Com Iles ;Requirement will be met. [IN4]1 manufacturer's Instructions. s- ;,r;•=^•.":;r",;,A`'"z;Et `g�.r;:;ODoes Not <':. wn.`:Y'f,:�:l:., lti��•�•_�. :±Pi`i,,G.•^••:1;,?h;;_....• 1 •� %:,:i.'•'i " ,'fir.i':.P%:tec.j. Sih:'` '.;jC�Et!� `{;` , >�sa; <,'�a��rn:: .;n:� `s.;.V;�;3a; ;,,•_:: :��;;:��;:ONot Observable , ONot Applicable Additional Comments/Assumptions: 1 Nigh Impact(Tier 1) 1 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2000 Park Avenue Report date; 03/02/22 Data filename: Page 7 of 10 Section plans Verified Field Verified # Final Inspection Provisions Vaiue Value complies? Comments/Assumptions &Re .ID 402.1.1, ;Ceiling insulation R-value. 1 R- 1 R. ;❑Complies :Seethe Envelope Assemblies 402,2.1, ;[] Wood i[] Wood 1❑DoesNot 1table for values. 402,2.2, 1 1 1 ; 402, 2,6 ; E] Steel ;E] Steel 1177INot Observable 1 [FI1]1 1 �❑Not Applicable 1 303.1.1.1,ICelling insulation installed per >:; " r;;y%` ;"<<: <" '•c; :❑Complies !Requirement will be met. 303.2 !manufacturer's Instructions. ' ' `` `' `ry'`'�2' ':ti, h' , Fit 1 !Blown Insulation ,,.,4.<r::,`?r; s'h;`:.r +; x::`'>:xs; ;;, ClDoes Not 1 [ ] marked every ,,,i.�: 3 =<f; ^_{^.; ;,y ,;�,,;: , 300 ft2. ',y�;-, + r -�'<'E:S's.: .,,.i :, ^;:Y>: ❑Not Observable 1 ;�,. ,. '>t.< r,:• r, ::rx; []Not Applicable , 402.2.3 iVented attics with air permeable ! :• •::,.•.. ❑Com Iles :Requirement will be met.[FI22]2 Insulation Include baffle adjacent ❑ aesNot to soffit and eave vents that '=r _ ;•w- r; `i'' °'';: sti : ', ;:,u;>�.�y,.�y!, •';; :;,h,>:s °::•: Observable ' extends over Insulation. "t :,::.. ,.4;;{r•..�I,?., :,,tit, 4< Mot Ob , `."'a .;a:.,'w`1: „e'">snit.;•,.' *.r'"F ;`,`.: ❑Not Applicable ! 1 402,2.4 ;Attic access hatch and door I R- i R- ;❑Compiles ;Requirement will be met. [FI311 i Insulation zR-value of the ;❑Does Not adjacent assembly. I , 1 ; 1❑Not Observable 1 ;❑Not Applicable 402.4.1.2 1 Blower door test @ 50 Pa. <=5 1 ACH 50= ' ACH 50= ;,[]Complies ;Requirement will be met. [F11711 lath In Climate Zones 1-2,andODoes Not <=3 ach In Climate Zones 3.8. r 1 I :❑Not Observable ' : ,[]Not Applicable 403,3.3 :Ducts are pressure tested to ; cfm/100 ' cfm/100 '❑Compiles 1Exception.All ducts and air [F12711 !determine air leakage with ! ftp— Ift21❑Does Not !handlers are located within ;either:Rough-in test:Total ;conditioned space. ;leakage measured with a 1 1❑Not Observable ! 'pressure differential of 0.1 Inch : ❑Not Applicable 1 M.g.across the system Including !the manufacturer's air handler 'enclosure If Installed at time of ;test.Postconstruction test:Total 1 I,leakage measured with a , :pressure differential of 0.1 Inch mg.across the entire system ! 1 1 , I 1 (including the manufacturer's air 1 I I :handier enclosure. 403.3.4 !Duct tightness test result of<-4 1 cfm/100 �I cfm/100 I❑Complies :Exception:All ducts and air [F1411 :cfm/100 ft2 across the system or f ft2 ;❑Does Not !handlers are located within <=3 cfm/100 ft2 without air ! : 1❑Not Observable !conditioned space. handier @ 25 Pa.For rough-In 1❑Not Observable e i !tests,verification may need to : , (occur during Framing Ins action. ; 1 403.3.2.1 iAlr handler leakage designated ,;;,`>r"fez ';< ❑Co >;' b <. ,• mplies !Requirement will be met. F1241 by manufacturer ' ' :' :"w::.••;:- 1 [ 1 rer at¢ of ; Y:< <wx '•:r'lzY''sr e'jYe > �'❑ -'�� i�;. . t, _•�.:::.:%.A.':, ;c'"r�a� Does Not ; �design air flow. ❑Not Observable I '.�.a'.:c'.•s�A'g z:);�y _ i:?...... �lt'ir.�-���;�"�..Mot Applicable 1 4031.1 Programmable thermostats , ,,k r' .r}, mentor �:r ;y /•. e r°r r <f,❑Complies !Require 111 be met. [FI9j2 installed for control of primary r� ? :� j't `"s.� ? nom' •; f.. ❑ �.� „ ,�u ,r�•�� �'''���'¢''-� ;., Does Not ; 1 heating and cooling systems and : ,initially set by manufacturer to a`rikt . - tiw[]Not Observable , ,codes ���'u-�",I. .�,.c��` :s��'�,-i�'• ,,,; •❑Not Applicable ec;fications. p , 403.12 ' !Heat um thermostat Installed Exception:Requirement is pump a4 ; ,,h:..:....:. ... ❑Complies E •: tis. I xce on: IFI10] ,on heat pumps. x � ' �sr:. a,,r' ;.. �' applicable. ?. �.�., :f•-��;��i�.�,�..;�,,J.. ..' ❑Do !nota llc • , �.r�t, ,�• e w. , .,�. •�::'� es Not p . < �,"�'�-'� �` :� •t `�,.,�'-,� '`' ❑Not Observable 1 Mot Applicable 4033.1 Circulating service hot water �., w . Elcompiles Reulrement will be met. [FI11]2' ' ,systems have automatic or4 t4:•, ' �' r.. ' 'accessible manual controls, �'�A'=❑Does Not u x �,,�•n�� r�;'�a�.>��nt a []Not Observable �w;.,���,.�i..�-�,dc9, �,yij4,�' .� ,rt .e„,E•a,�a�,i��;�'N°" I ' .l�F', APlii✓.1; `17"•[j.e '4:AL+ x "•.1':x':.,,: ,�, :r-•:: . � s�f�rgk- � ..a:.,,��,`_{.❑Not Applicable ; 11 High Impact(Fier 1) 12 1 Medium Impact(Pier 2) 3 Low Impact(Tier 3) Project Title:2000 Park Avenue Report date: 03/02/22 Data filename: Page 8 of10 Section Plans Verified Field Verifled .'# Final Inspection Provisions .Value Value Complies? Comments/Assumptions & Re .ID 403,6.1 All mechanical ventilation � ' "`' r"-''`-`°''' ` i'�', r a iia on s stem r�;•.,t•3 •�;��;..;.;• ❑Complies 'Require y =• �;.�"': >�..f;. :;s ��';...;.�tt••���:�.;i:z.• I ment will be met. F125 z :fans not part of tested and listed 3s ;•r• ❑Does Not I ;HVAC equipment meet efficacy ';r'', <s :,:r?`' ''F: s E.;+.r' '•, +; " ;{,`'<k, +�. „ t:,; ❑Not Observable , land airflow limits per Table %:;:�-;;,t:}°-'�=.,�;}s;�'� .'s;;„� 7:%:''..��:�:•��,r'�ti.'s'::r,. , :1. ❑Not Applicable ; 403.2 !Hot water boilers supplying heat ' � ,. , ❑Com lies 'Requirement will be met. (F12612 (through one-or two-pipe heating •; 't§>;�.' ,'�x�yc l rj1 ,'' tsi+rx'Ati'?3 t i:;. ❑Does Not i systems have outdoor setback !control to lower boiler water "r?,'£y 5i' i>r:' ';.,.; „x<}% s;';'s � ,1.:[]Not Observable i [temperature based on outdoor ":.;:.. y'• ❑Not Applicable : ,temperature. r5;'S''.G:,.sM1!r',%•....G %$•:i.:: •s„�.n 403.5.1.1 Heated water circulations stems ` "'rt �;=:N i`•'��yr'ft i ' Y :( ;„� ,rx (,. 3- ,>. .,.•;?% ❑Complies Requirement will be met. LFI281Z• (have a circulation pump. ^�' , ' P P z � � s,- {:r,. •❑Does Not ; ' y um pipe is a dedicated > '* �. s- utu�'-nt �Cy. .;t,�,.,y,...tz'• , s stem ret ,, ;t ,.:r•� :: ', EM. {st::.-•:? :,,,.:;,:; ❑Not Observable I return pipe or a cold water supply:;<< • '`��''•,,,'F:,�zH:�:,;�r ,>r.%• �.,��.�� •�,� °' f:t:•� ;r';�: j, °°❑Not Applicable A ' ,F7`ty: r�,•id•' ,.f.>, ate•-;: Ip{pe.Gravity and thermos- ~ftr' :,.''t:,• " :x r�.. a; ti's, Y' Pp 1 }syphon circulation systems are t�::,,Y.'1F•s7!8:t�','' s.��e�},r��%4�"''!t-> '.f.�t..,, I notresent,Controls for `r"'` " �':' '.•,. ' P A..yi�i;ci�c,<^:•r:"r'�'{,r`:.'� �.;�,.r,4:rN'3�} .dyj.::�";• 1 Icirculating hot waters stem i , pumps start the pump with signal `'K '` '`;;;':•''r'-'(( ; ''" 1 4: .:>§•Y,.,..,`i J•ti;f•' (+?,Y.:c`:r'•1'',r••'! ' `Sa.;y+i 5. . for hot water demand within the ,3.'=5'"«£,';s:;$t{%)d•-ti5:i�.; Is'r,'!{.{L:'a�•:t�:'^`,:x.�.s 9 I l occupancy.Controls ti''};...... I automatically turn off the pump %f'' :': ''_ t,.::h ,,sir r h• .. `^:`'s: when water is In circulation loop .':;. Isatset set-point temperature and i -p P ,re %t , r`�°�'�>},2+f{�•,.3•r' s �'n��`i.•€ 1 •:'' `r'. ,`C'ici>'�,c ai "'i�.k�i:i..�Fa SlN.,� "�y ,v J , no demand for hot water exists. ; h �, ,�t: $�',v: � i • 1 ❑Com Iles403.5.1.2 Electric heat traces stems ' Exce tion: Requirement Is [F112912 comply with IEEE 515.1 or UL ❑Does Not :not applicable. 515.Controls automatically ;. >,. <�, ',y,;;;=:t,.r;;<..:: ❑Not Observable l adjust the energy input to the ;,�:�a �<r,':��t �s �; •v ':,• aG:•�<:� , 1 ''x'+ "} �•v� ' '�;,, , 1 heat tracing to maintain the y 'V„< ,, .;;�,;;;; r�k�:+:�;,:_•.» ;.,.;,,,,❑Not Applicable , \wt C; '+Q.a)�`� tFr-�•',:s 1'.%J:• 1,•l•::'Sfi'�:4i,.•., t.j. ! 'desired water temperature in the ri;� .�:,t •�.:;,'x-•�,�.;; ,�=.p;,,uy,;; ,�,�.�? ;, ; (piping. 403.52 Demand recirculation water =^ � ",.� Y;tf y`°K�<<l s %}'i!❑Complies :Requirement will be met. [F130] !systems have controls that xe ;�g,. �. ��.ani •Yn, 1+ .;s;r.a9 `f❑Does Not ' 1 MaS.�L.. .>�:`x`�. � d'ii S^3�r.<:,t•.�,.v.:';.kt,;�•'.f..i,?•. i 'manage operation of the pump 6svi,4> :z,+ s. ,' : tA e�. i .. .rF=`��ci❑Nat Observable i }and Ilmlt the temperature of the ..,:y.,s���: >�••'' �px ,;; , ''; : }�`)t;'''Y"rte'' ❑NotA licable • water entering the cold water Aa ;.a����.yi�;: .?,:z ^�..•��•�;:s=,;,��s:`,.;t.�"�•r Pp I • (piping to¢=1049F. s�.�,���s�_�r.•T.Ku� ,.�,- ��fi.:ar �,;-•.,:. ! 403.5.4 `Drain water heat recovery units '• ❑Com lies ',Exception- Re quirement is z ❑Does Not[FI31 :tested in accordance with CSA :not app licable. B55,1• Potable water-side ams'; y':::[]Not Observable ' ;pressure loss of drain water heat Y; '�� -t�•�tEt `' ;'� 'y� '�"'�$->•r> �':��>=~.y> ' SSS'`•' "'c:tV�s.ii+.�i:'j�;i:: X•r•',.} 1 • l units<3 psi for , +� �" � r, r>'y��,,'❑NotAppllcable , recovery P qlP' t C'4' d '•' lindivldual units connected to one ;:<< :', a'° `r ''' �,, 3 l•' ' r d4y. �{ !� 5r.syr,.,•,�na" ir3r:; Y r�Ia= e or two showers.Potable water- -, _`,?� 3� side pressure loss of drain water1A heat recovery units<2 psi for �st, '>;, �<r�` �'r�-:.",• �'• . , 'individual units connected to """ `� • N y, ;; l• i 'I5' 4•S ii YF 1 ,three or more showers. ,rF M ?' >,r.r �x Ms 4041 '90%or more of permanent ' { t ar3� �: -,: ' r ❑Complies Requirement will be met. [FIG]" (fixtures have high efficacy lamps. �,�,�`, a�r�' "';',�� r•' ���°J�❑ , 7rL��" � ra,J„ DOeS Not Not Observable ' :t f.k w :r a❑Not Applicable 1 ' n•r• n 404.1,1 {Fuel gas lighting systems have s v r- '` x' .N❑Com Iles 'Requirement will be met. M,. �' p : LF12313 Ino continuous pilot light. �f' r ' ❑Does Not ' i ,�M . ��z�`' i. ^r.�'jl� •: .n LTC •5 �r��, i ❑Not Observable , � ,s .�: -a �>�• .Fa-9,v:?��<. �<.>: Mot Applicable i 4013 I Compliance certificate posted. ;tF t';;ti ❑Complies :Requirement will be met. ❑Does N L 1 rY �t '�.e' •:fu. a+ri.'•s 11 yt• I FI712• ot , Not Observable ' 1 �'' ❑cr s,1ix�y;�`r sot:%�... ,�>,.�❑Not A licable 1 High Impact Mer 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2000 Park Avenue Report date; 03/02/22 Data fliename: Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Compiles? Comments/Assumptions 303.3 I Manufacturer manuals for .`i., ❑Complies Requirement will be met. [F11813 imechanical and water heating ❑Does Not ;systems have been provided. ' ''::coca",•i .:,;;;::;:y i,";;: : ❑Not .::�;;.•. �..��,;�_::::'..' Observable ' '•d>:J`-::.< C1 Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12,1 Medium impact(Tier 2) 13 1 Low impact(Tier 3) Project Title: 2000 Park Avenue Report date: 03/02/22 Data filename: Page 10 of 10 a M . a 2018 IECC Energy Efficiency Certificate Insulation Rating. , Above-Grade Wall 21.00 Below-Grade Wall 14.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): r .. U-Factor SHGO Window 0.31 0.29 Door 0.20 bolmy;kquipment Efficiency,., Heating System: Cooling System: Water Heater: Name: Date: Comments e PLUMBER CER TIFICATIC: ON LEAD CONTENT BEFOF CERTIFICATE OF OCCUPAn SOLDER USED IN WA TES APPROVED AS NOTED SUPPLY SYSTEM CANNC DAT ,EXCEED 2110- OF.1% LE4 r . E:- FEE�. S . g,,. NOTIFY-BU ILDING °aRTMENT AT . 765A802:.-8-AM TO i,, PM FOR THE rOLLOWING INSPECTIONS: PLUi�l�ll' ;:;;.. ,.; F ..r 1. FOUNDATION - TWO REQUIRED A1.L PLUMBINQ WASTE' FOR POURED CONCRETE j 'IER":GINES NEED:;:; 2. ROUGH' `FRAMING & 'PLUMBING RINt,,Ak1 WW G . 3. INSULATION" 4. FINAL - CONSTF"''70N MUST BE COMPLETE : - 0. ELECTRICAL ALL.CONSTRUCT1,:,-, nALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR TRUSS PLACARDING REQUIRED DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES DO NOT PROGEfD-WITH ;^;` , FRAMING UNTIL"SURUEY: AS REQUIRE AND CONDITIONS OF FfOUNDATION,.LOC/TIpN SOUTHOLD TOMMN ZBA ':'HAS BEEMAP�Ij p SOIJTHOLD TOWN TRUSTEES N.Y.S.DEC Fire separation required as per NYS Code JCCU:PANGY OR USE.ISS UNLAWFUL slower door WITHOV7 CERTIFI,CAT and ductwork JF OCCUPANCY testing required. RETAIN STORM(NATER RUNOFF PURSUANT TO CHAPTER 236 Must provide Manuals OF THE TOWN CODE, D,J and S as per NYS Energy Code All exterior lighting Installed,replaced or repaired shall conform to Chapter 172 of the Town Code TABLE R602.3(1) RAFTER TiES 0 16" O.C. FRAMING N0TES FASTENING SCHEDULE MODEL ) 10- -� D RAW I N G LIST MIN (14) 10-D �2' ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBERAND TYPE SPACING AND LOCATION Nall each layer as follows;32" NAILS / OF FASTENER""° 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR LARCH STRUCTURAL GRADE NO. 2 OR BETTER 20dcommon(4^x0.[92");or O.C.°'c' " ALL FRAMING SHALL BE NAILED IN ACCORDANCE NTH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) Root staggered.top d. RIDGE 2. ALL WALL SHEATHING SHALL BE APA RATED, EXPOSURE 1. 1/2", 5/8", 3/4" THICK (SEE DRAWINGS FOR SPECIFICATION) 4-Bd box(2'/="x 0.113")or 27 Built-up gircers and beams,2-Inch lumber 10d box(3"x 0.128•);or O O A 0 01 DATA SHEET/ DRAWINGLIST SHEATHING SHALL BE NAILED TO FRAMING IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) staggered face nail opposite and t layers 3"x 0.131"nails bottom _ 1 Blocking between telling joists or rafters to top plate 3-8d common(2/_"x 0.131");or Toe Hall staggered on opposite sides O O 3 10d box(3"x 0.128");or 3. ALL SUBFLOORING SHALL BE APA RATED STURO-I-FLOOR, EXPOSURE 1, T&G 3/4" THICKNESS 33"x0.131"napAnd:s O 0 O A002 ENERGY NOTES AND SCHEDULES ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE ALL SUB-FLOOR TO JOISTS USING ADHESIVE FOR THIS PURPOSE 2.20d common(4^x 0.192^);or Face nail at ends and at each ALL SUB-FLOOR TO BE NAILED IN ACCORDANCE WITH LOCAL AND STATE BUILDING CODES (SEE ATTACHED NAILING SCHEDULE) 4-8d box(2'/2"x 0.113');or 3-1 Ed box(3"x 0.1281;or splice 2 ceiling joists to top plate 3-8d common(21/2"x 0.131");or Perjoist,toe nail 3-3"-0.131"nails 4. DOUBLE JOISTS SHALL BE SET UNDER ALL PARALLEL PARTITIONS 3-10dbox IT.x0.128");or RISER DIAGRAM 3-3'x 0.131"nai's 4-16d box(3'/="x 0.135");or ROOF RAFTER 5. DOUBLE JOISTS OR STRUCTURAL BEAM SHALL TRIM ALL STAIR, CHIMNEY, AND SKYLIGHT OPENINGS. 28 Ledger strip suppornngjolstsorrafters2'x );or 3-16A Common(3! 0.162" At each joist or rafter,face 410Abox(3"x0.128"); .1 43"-00x(3"x0,128");or nail A100 FOUNDATION PLAN SEE FRAMING PLANS FOR MORE DETAILS 3 eediog joist not attached to parallel rat fter,laps over partitions(seeSection 3-1 txd common 0128x0.162");or Face nail 4-1 xbox IT Halls 8802.5.2 and Table 8802.5.2) 6. JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS BY FULL-DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS; OR BY ATTACHMENT TO A HEADER 4-3"x0.131"nai's BAND JOIST, OR RIM JOIST, OR TO AN ADJOINING STUD; OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT 70 PREVENT ROTATION CeiIi ng joist attached to parallel raft erbee I joint)(seeSect!on RSO 2.5.2 and 29 Bridging or blocking to joist 2-103 box((21/2'x0.,1 x0.128")0x283 Common 4 Table R802.5.2 Face nail 31";or2-3"x0.131")nails Each end,too nail Tablr 8602.5.2) A105 FIRST FLOOR JOIST PLAN 7. ALL JOIST TO BE BRIDGED WITH EITHER SOLID BLOCKING, DIAGONAL BRIDGING, OR A CONTINUOUS 1" X 3" STRIP NAILED ACROSS THE BOTTOM OF THE JOISTS 4-10dbox IT'x0.128%or SPACING OF FASTENERS RAFTER-TO-RAFTER CONNECTION TYP. 0 EACH RAFTER PERPENDICULAR TO THE JOISTS AT INTERVALS NOT EXCEEDING 8 FEET toter tie to rafter,face nail orf/4'x zoga.ridge strap to ITEM DESCRIPTION NUMBER AND A110 FIRST FLOOR PLA N 5 3-7(Idcommon(3"x0.748");or Face nail each rafter Intermediate � MODEL 'CS20' BY SIMPSON STRONG TIES rafter 4-3"x 0.131"nai'c OF BUILDING ELEMENTS TYPE OF FASTENER'-"•` Edges inches)" supports', 8. BEAMS SHALL BE NOTCHED AND DRILLEL iN ACCORDANCE WITH 8502.8 OF THE IRC 2018 RESIDENTIAL CODE OR MANUFACTURERS SPECIFICATIONS ( (Inches) A 115 SECOND FLOOR J 0 I S T PLAN 3-163 box nails(31`/,"x 0.135"):or 2 toe Halls on one side and 1 FOR ENGINEERED WOOD PRODUCTS 3-1 Ed common nails(3"x 0148");or toe nail Wood structural panels,su6floor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing 6 Rafter or roof truss to plate 9. ORAFTSTOPPING SHALL BE REQUIRED WHEN THERE IS USABLE FLOOR SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING 4-10d box(3"x 0.128");or on opposite side of each [see Table 8602.3(3)for wood structural panel exterior wall sheathing to Wal!Training) ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET 4.3"x 0 131"nails rafter or truss' CONTINUOUS RIDGE VENT COBRA RIDGE COVER W/ ROOF A 12 0 SECOND FLOOR PLAN (SEE R502.12 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE Edcommon(2"x0.113")nail(subfinor,wall� VENT OR EQUAL INSTALL AS PER SHINGLE RIDGE CAP 4163(3'/="x0.135");or 30 '/p'"-'!_" 8d common(2'/7"x0131")nail(roof);or RSRS-01(2t18'x 0.113")nail 6 12' MANUF'S INSTRUCTIONS 10. ALL PRESSURE TREATED MATERIAL SHALL BE PRESERVATiVELY TREATED AND DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA C22 3-1Od common Q'.(3'x 0.148");or toe nail (r0°� A 12 5 SECOND FLOOR C E I L N G SEE DRAWINGS FOR DIMENSIONAL SPECIFICATIONS AND USES 41Od box(3"x 0.128");or 4-3"x0.131"nails RAFTER TIES 7 Roof rafters to ridge,valley or hip rafters or roof rafter 31 1a/�"-t" Bd common nail(2'12"x O.t 31");or RSRS•Ot;(2318'x 0.113")nail(roo0' 6 12' LTWGT ARCHITECTURAL 11. ALL PRE-ENINEEREO LUMBER SHALL BE GEORGIA PACIFIC W SERIES JOISTS (WOOD I-BEAMS), LVL PRODUCTS, AND ANTHONY POWERBEAM PRODUCTS to mi ni mum 2"r idge be am ® 16" O.C. 3-163 box3l2'x0.135"Cor SHINGLES SHINGLES OVER ALLL JOISTS, GIRDERS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS Cod common 31 x deformed )nail;or MODEL 'CS20' A 13 0 ROOF P i T C H PLAN WEB STTFFNERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS. DOUBLE 1 3/4" 111 SHALL BE INSTALLED AT ALL STAIR, CHIMNEY, 3-16dcommon(3/2'x0.162")or End nail EE 1/a' 6 t2 1 15 ROOFING FELT OVER 3-103 box(3"x0.728");or Bd(2/z"x0.131")deformed nail 1�2" THK (CDX.) AND OTHER FLOOR OPENINGS. SEE MANUFACTURERS NOTES FOR ALL JOIST CONNECTIONS 3-3"x0.131"oat's HANDLING, STORAGE, AND ERECTION OF ALL COMPONENTS SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS Other wall 1" MIN. AIR SPACE LYWO D Wall A135 ROOF RAFTER PLAN 12. ALL JOISTS SHALL HAVE 1 i/2• BEARING MINIMUM ON WOOD AND 3" MINIMUM ON CONCRETE OR STEEL (SEE MANUFACTURER'S SPEC'S FOR ENGINEERED LUMBER) 33 '/2"structural cellulosic fiberboard 1112'galvanized roofing nail,/,8'head diameter,or 11/x"long 16 ga. 3 6 13. ALL EXTERIOR WALLS SHALL BE 2X6 NOMINAL THICKNESS DOUGLAS FIR -LARCH NO.2 OR BETTER 16" O.C. MIN 16d common(3'/2'x 0.162') 24"o.c.face nail sheathing staple with/,6 or 1"crown A 2 0 0 ELEVATIONS INTERIOR WALLS SHALL BE 2" X 4" NOMINAL THICKNESS MINIMUM, SEE DRAWINGS FOR SIZES 8 Stud to stud(not atbraced wall panels) 14. ALL W000 FRAME WALLS SHALL HAVE A DOUBLE 70P PLATE OVERLAPPING CORNERS AND SINGLE SOLE PLATE MIN. THE SAME LUMBER DIMENSION AS THE WALL Cod box(3"x 0.128");or =s/a="structural cellulosic 13/4"galvanized roofing nail,7/,8'head diameter,or 1'/2"long 16 ga. t6^o.etace nail 34 3 6 RIDGE BOARD OR ( ) (MIN.) 3"x 4131"nails fiberboard sheathing ' ROOF RAFTERS staple with /,6"or 1"crown WALL BLOCKING SHALL BE INSTALLED OF THE SAME DIMENSION LUMBER AT MID SPAN ON WALLS UNDER 10' AND IN i13 INTERVALS IN TALLER WALLS. (SEE PLANS FOR BEAM (SEE PLANS) A 210 ELEVATIONS i6d box(3'/z"x 0.135");or 12"o.c.fate nail t 1'!2'galvanized roofing nail;staple galvanized, 15. STUDS MAY BE DRILLED AN NOTCHED IN CONFORMANCE WITH R602.6 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Stud to stud and abutting studs at intersecting wall corners 3"x0.131"nails 35 /="gypsumsheath(n¢ 7 7 SIZE & SPACING) 9 1/_"Wog 1/a'screws,Type W or S 16. ALL HEADERS SHALL BE AS SPECIFIED ON PLANS AND NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE AND WFCM, IF THERE IS ANY DISCREPENCY OR (at braced wall panels) OR IF A SPECIFICATION IS NOT PRESENT, CONTACT THE ARCHITECT OR REFER TO TABLE R502.5 OF THE IRC 2020 RESIDENTIAL CODE 16dcommon(3'/2'x0.162") ib'o.c.face nail 36 s/8'gypsum sheathmgil a 7 7 A220 SECT TON S t/,^galvanizedrootingnail;staplegalvanized, INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF 17. ROOF BLOCKING SHALL SET TO ALLOW 2' AIR SPACE 16d common(31/2"x 0.162') 16"o.c.each edge face nail 15/a"long;1518'screws,Type W or S AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 18. ALL CEILING JOISTS SHALL L ,LAP A MINIMUM OF 3" AT SPLICE THE TOP OF THE RAFTER FOR VENTING 7o Built-up header(21 to z"headerwim42'spacerl E CONDITIONS OVER BEARING WALLS 163 box(31/0'x 0.135") 12"o.c.each edge face nail Wood structural panels,combination subRoorunderlayment to framing O TYP. RIDGE VENT DETAIL A 2 3 0 SECTIONS WIND0W AND DR S C H E D. 19. THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2" OF BEARING ON WOOD OR METAL 5-8d box(2'1="x 0.113");or 37 3/q'and less 6d deformed(2"x 0.120")Hall;or 6 12 AND NOT LESS THAN 3" ON CONCRETE OR MASONRY 8d common(2'/="x 0131")nail 11 Continuous header to stud 4-8d common(21/="x 0.731");or Toe nasi 20. ALL ROOF SHEATHING ON ASPHALT ROOFS SHALL BE 1/2" THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2018 RESIDENTIAL CODE 4-10d box(3"x 0.128") 7 Bd common(2'/z"x 0.131")nail;or WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE (SEE ATTACHED NAILING SCHEDULE) 38 /a.-i Bd deformed(21/=^x 0.120')Hall 6 12 ROOF RAFTERS 16d common(31/211 x 0.162') 16"o.c.face nail 20. ALL WOOD ROOF SHALL BE COMPLETELY SHEATHED WITH 1/2" THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE (SEE ATTACHED NAILING SCHEDULE) 5/4 X 3 SPRUCE LATH SHALL BE INSTALLED 0 16" O.C. PARALLEL AND IN U (3 NE WITH THE ROOF RAFTERS 10d box "x 0.1281);or d common(3'x 0.148")nail;or RAFTER CONNECTOR 3"x 0.13,"Halts 12"o.c.fete Had 39 1/a"-,'!^ Ed8d deformed(2 i/="x 0.120")nail G 12 12 Top plate to top plate 5/4 X 3 LATH SHALL BE INSTALLED PERPENDICULAR TO THE ROOF RAFTERS SPACED TO ALLOW AIR FLOW BEHIND THE WOOD SHINGLE ROOF FINISH MIN (14) 10-D NAILS 21. ALL FRAMING SHALL BE STRAPPED AS PER THE ATTACHED SCHEDULES WITH STRAPS MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL 8-16dcommon(3'!z"x0.162');or Face nail on each sideotend ROOF RAFTERS 2X4 OR 2X6 LL STUD 5/8" GYPSUM BOARD DBL. TOP PLATE 12-16d box(3'! 0.135"g or joint SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION 13 Double top plate splice x x (minimum 24"lap splice RAFTER CONNECTOR 2X4 OR 2X6 WALL STUD 12-10A box(3"x il t 28");or length each 0 16" O.C. 12-3"x0.131"nails side ofendjomt) SIMPSON CS-16 - CUT AT 2 SIDING I CONCRETE/ MASONRY NOTES o DBL. TDP PLATE zo 8D - z- z• GALVANIZED 163 common(3'!="x 0.162") 16"o.c.fate nail NAILS - ATE EVERY STUD FELT OR HOUSEWRAP 14 Bottomplate tojoist,rim joist.band joist or ° MIN (14) 10-D NAILS FLOOR JOIST Simpson LTP ALL JOINTS TO BE blocking(not at braced wall panels) ,6d box(3'/="x 0.135");or SIMPSON 16" o.c. TAPED & SEALED 1Z"o.c.face nail 3"x 0.,31"nails L1P5 2X6 ACQ SILL PLATE 1. MASONRY CONSTRUCTION SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 8606 OF THE 2020 NYS IRC RESIDENTIAL CODE 16"o.c• 5/8" X 14 ANCHOR BOLTS EVERY 3' O.C., ACCORDANCE WITH THE PROVISIONS OF ACI 530/ASCE 5/TMS402 5/8" COX PLYWOOD 3-16d box(311="x 0.135');or 3 each 16"a.c.face nail NO MORE THAN 1' FROM ANY CORNER OR SHEATHING 2. ALL CONCRETE SHAL BE POURED IN AMBIENT TEMPERATURES OF 40 + DEGREE F. IF POURING IN COLDER WEATHER, THE CONCRETE MUST BE PROTECTED Bottompiatet°joist,nmjoist,bandjoistor END OF 2X6 ACQ SILL PLATE - USE 3' SQUARE 15 2-t6d common(3'g"x 0.162");or 2 each 16•o.c.face nail a BEARING PLATE UNDER NUT blocking(at braced wall panel) 4each i6"o.e face nail e ° FLASH AND BATT INSULATO ,• FROM FREEZING FOR A PERIOR OF 14 DAYS (ADD MIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED) 4.3"x 0.131"nails FOUNDATION FOUNDATION 2" CLOSED CELL SPRAY FOAM 3. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL, HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT 48dbox(2'/="x0.173"Yor RECOMMENDED - PLACE LTP4 AND R-15 FIBERGLASS INSULATION �• 3-16d box W/2'x 0.135');or where studs dont STRAPPING OVER SHEATHING 4. ALL FOUNDATION WALLS SHALL HAVE A MINIMUM THICKNESS OF B", ALL FOOTINGS SHALL HAVE A MINIMUM DIMENSION OF 8" DEEP AND 16" 'WIDE 4-Bdcommon(2'/="x0.131");or Toenail align W/ rafters ONE OF THE UNKS IN THE CRITICAL LOAD PATH 2"X 6" STUDS ® 16"O.C. SEE PLANS FOR ACTUAL FOUNDA11ON WALL THICKNESS AND FOOTING SIZES 4.10d boxf3°x 0.128"r ar 5. ALL CONCRETE SHALL BE 3000PS1 AT 28 DAYS 16 Top or bottom plate to stud 43'•x0.131"calls RAFTER TIE DETAILS TYP. 0 EACH RAFTER ® FOUNDATION WITH FLOOR JOISTS- WALL STUDS TO ACQ SILL PLATE O TYPICAL EXTERIOR WALL CONSTRUCTION © RAFTER TIE DETAILS TYP, 0 EACH RAFTER O 3-16d box(3'/z"x0.135');or MODEL 'LTS' BY SIMPSON STRONG TIES B. THE CONCRETE CONTRACTOR SHALL PROVIDE ANCHOR BOLTS, INSERTS, SLEEVES, ETC. AS REWIRED BY OTHER TRADES. 216dcommon(3'/z"x0.162);°r End nail MODEL 'MTS30' BY SIMPSON STRONG TIES ANCHOR BOLTS SHALL BE SET PER 2023 RESIDENTIAL CODE OF NEW YORK STATE 34'x0.x("nails 128");or "SIMPSON" HDQ8 NAILS COMMON 3-3"x 0.131"nails n SEE ATTACHED STRAPPING SCHEDULE FOR SPACING AND SIZE SIMPSON PHD NAILS o 6" D.C. 3-103 box(3"x0.128");or FOR FULL LENGTH Use every other Hall hole PLATES - 7. ALL REINFORCEMENT SHALL BE TiED IN PLACE BEFORE CONCRETE IS POURED. AL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL 17 Top plates,laps at corners and intersections 2-1 Edcommon(31/2"x0.162);or Face nail in a row to provide the 12" OF STUD BE SUPORTED ON PRECAST BRICKS OR APPROVED CHAIRS 3-3"x 0.131"nails code-required minimum END center-to-center LENGTH B. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED TO PRECLUDE ANY CORROSION 3-8d box(2112"x 0.1 13");or spacing for nails 18 7"brace to each stud and plate 2-8dcommon(21/="x0.131 D;or Face nail MIN (14) 10-D NAILS EA. I BLOCKING 2.10d box(3"x 0.128");or END WALL 9. ALL REINFORCEMENT BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED PER ACI 318, CLASS "C", WITH 40 DIAMETERS MINIMUM, BENT AROUND CORNERS 2staples7°!4' WALL STUD �W36' II A AND HOOKED AT NON-CONTINUOUS ENDS. FOR FRAMED SLABS, LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT CUT AT SUPPORTS, REVERSE FOR FOUNDATION MATS, STAGGERSPUCES AND OFFSET SPUCES OF BARS AT OPPOSITE ENDS 3-8dbox(2'/="x0.1,3');or BASE PLATE CLd.AR LENGTH 10, ALL SLAB ON GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED, INCREASE AS REQUIRED FOR DRAINAGE PITCH. 9 r'x 6"sheathing to bearing 2-Rd common(21/="x 0.131^);or Face nail SPAN 2-10d box(3"x 0.128');or 2 staples,1"crown,16 ga.,13/4"long GALV. MEATL STRAP D it. SLABS ON GRADE SHALL BE PLACED IN STRIPS AND SHALL THEN BE SAW-CUT OR TOOLED TO PROVIDE CONTROL JOINTS ® i6" O.C. B E APPROXIMATELY 20' O.C., CONSTRUC110N JOINTS SHALL BE KEYED 3-8dbox(21!'x0.113');or MODEL 'CS20' HEADER 12" C 3-8d common(2'/="x0.131");or RIM JOIST 12. EXCEPT AS NOTED, ALL OUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS 3-t0d1box(3"x0.128"):or "SIMPSON" HDQ8 SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS 3staplPs,1"crown,16 ga.,11/44long DBL TOP PLATE 12 END PHD END 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 40' AT LEAST 4' AWAY 20 1"x8"and widersheathing to each bearing Face nail LENGTH F FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING Widcrthant"x g^ WALL STUD Provide m1'nf(mm 1" NOTE,_ a-adbox(2'/Z"x0.113');or entl t]istonce 1. SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S), MIN (14) 10-D NAILS 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AN ACCEPTED ON SHOP DRAWINGS io• WHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS mom 3-1OdboxQnx y°x):or );or Equal number of SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. Bid 3.103 box(3•x 0.12»');or COMMON NAILS 0 6"o.c. EDGE ar FIELD a sta pies,t"crown,l6 ga.,13/4"long specified nails 2. HOLD DOWNS REQUIRED A7 ALL 4 CORNERS OF JACK STUD 15, CONCRETE WALLS, DECKS, AND SLABS REQUIRING WATERPROOFING SHALL CONFORM TO ACI 515. iR-79 SPECIFICATIONS, CHAPTER 3 FOR CONCRETE SURFACE QUALITY In each end H4 WITH (4) 8d TO STRUCTURE UNLESS OTHERWISE NOTED. AND FINISHES. CURING COMPOUNDS, RELEASE COATINGS OR ADD MIXTURES THAT INTERFERE WITH THE ADHESION OF THE BARRIER MATERIAL SHALL NOT BE USED. Floor LIQUID APPLIED BARRIERS SHALL NOT COVER, HIDE, OR LEVEL SURFACE IRREGULARITIES 3. SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) k CONNECT STUD TO PLATE STUD TO STUD PLATE TO RIM DETAIL (HOEDOWN At CONN). D UCONNECTION ® 16" O.C. 7 16. MASONRY OVER OPENINGS SHALL BE SUPPORTED BY STEEL LINTELS, REINFORCED CONCRETE OR MASONRY LINTELS, OR MASONRY ARCHES 3-8dcommon(2/7"x0.731"Cor 4-83 box(21/2"x0.113");or JOIST 70 TOP PLATE TO STUD "BP' BY SIMPSON STRONG TIES GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE STRUCTURE DESIGNED TO ACCEPT LOAD IMPOSED 21 Jast[osdLtop plate orgirder Toenail ® g GALV, METAL TIE DOWN W/ IN 32" OF EACH CORNER OF NAILING & STRAPPING Q EXTERIOR 3•10d box(3"x 0.128");or 3.3"x0.131"nails MODEL "HDQ8/ PHD6' BY SIMPSON STRONG TIES MODEL 'HTT22' BY SIMPSON STRONG TIES WINDOW/ DOOR HEADER 17, THE BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF 36" BELOW FINISH GRADE Ed box(21/2'x 0.1131 4"o.c.toe nal SEAL - -'-- , 18. ALL CHIMNEYS AND FIREPLACES SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 10 OF THE 2020 NYS RESIOENTiAL CODE Rim joist,band joist or blocking to sill or top t' - 22 plate(roof applications also) 8d Common(2/_"x 0.137'•); BUILDING DESIGN NOTES 0d box(3"x0.128")or 6"oc.toe Hall 3"x 0.131"nails L ,1 = UNFINISHED BASEMENT . ,i. 3.8d box(2'1"x0.113');or 1821 SQ FT 1. ALL ASPECTS OF THE DESIGN AND CONSTRUCTION OF STRUCTURES SHALL CONFORM TO ALL LOCAL AND STATE CODES AND TABLE R301 .20) 23 4"x 6"subfloor or less to each joist 2-8d common(2/_"x 0.131");or Fate nail WITH 2020 RESIDENTIAL CONSTRUCTION CODE OF NEW YORK STATE j 3•10dbox(3"x0.128^);or THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE DESIGNS ARE NOT WITHIN THE CODES OF THE STATE AND LOCAL AUTHOURITiES 2 staples,l"crown,l6 ga.,t3q"long CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRST FLOOR LIVING 19 8 5 S Q F T 2. ALL HABITABLE ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6", AND HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, AND Floorta{t LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-0" 3-76300x(31/="x0.135');or WIND SUBJECT TO DAMAGE FROM ICE SHIELD SECOND FLOOR LIVING 1570 SO FT_ !'<: BASEMENTS SHALL HAVE A MINIMUM CEILING HEIGHT OF 7'-0" (SEE R305 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) 24 2"sub0oor[ojoatorgirder Blind and face nail GROUND SIESMIC WINTER 2-163 common(3'/="x0.162") UNDERLA- TOTAL LIVING , 3555 SQ FT -- 3. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE A7 LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE SNOW DESIGN FROST DESIGN FLOOD LOAD SPEED MPH EXPOSURE CATEGORY WEATHERING LINE TERMITE DECAY YMENT HAZARDS OPENING. OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. MINIMUM OPENING AREA SHALL BE 5.0 SQUARE 3-163box(3'/Z'xo.t39');or (MPH) TEMP ARCHITECT 25 2"planks(plank&beam-floor&roof) At each bearing,face nail DEPTH REQUIRED FEET AT ALL GROUND FLOOR OPENINGS AND 5.7 SQUARE FEET AT ALL OTHER OPENINGS. MINIMUM OPENING WIDTH (20"), MINIMUM OPENING HEIGHT(24") 2-,6dcommon(3'!1 x0.162") (SEE R310 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) 3-16dcommon(3'/="x0.162") 20PSF 140 MPH D B SEVERE 36" MODERATE SLIGHT TO 11 YES X JEFFREY SANDS 4. WINDOW WELLS SHALL BE DESIGNED FOP BASEMENTS WITH HABITABLE SPACE. THE MINIMUM AREA OF THE WINDOW WELL SHALL BE 9.0 SQUARE FEET 4-106ox(3"xo.t z8"),°r DECAY MODERATE WITH A MINIMUM WIDTH AND HORIZONTAL PROJECTION OF 36". WINDOW WELLS WiTH A DEPTH GREATER THAN 44" SHALL HAVE A PERMANT LADDER 26 Band or rim joist to Joist 4-3"x0.131"nails;or End nail SWIMMING POOL/SPA 559 SQ FT ARCHITECT LADDER SHALL HAVE A INSIDE WIDTH OF AT LEAST 12", SHALL PROJECT 3" FORM THE WALL, AND BE SPACED MAXIMUM 18" APART VERTICALLY 4-3"x14ga.staples,7h6 crown 6 EVERGREEN LANE (SEE SECTION R310 OF THE NYS RESIDENTIAL CODE FOR MORE DETAILS) GARAGEQ 5 9 3 S FT EAST QUOGUE, NY 11942 5. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOM. WALL SHEATHING NAILING S C H E D U LU E PHONE 631.375.5997 THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED (SEE R303 OF NYS RESIDENTIAL CODE FOR EXCEPTIONS) FAX 631.576.8916 140 MPH WIND ZONE (3 SECOND GUSTS) ROOF NAILING SCHEDULUE EMAIL:JEFFPaJSA-NY.COM EVERY HABITABLE SPACE SHALL BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DECREES FARANHEIT, 3 FEET ABOVE THE USE 1 2" CDX WALL SHEATHINGCOMPLIANCECOVERED P 0 R C H E S 1757 S Q F T FLOOR AND 2 FEET FROM EXTERIOR WALLS (SEE SECTION R303 OF THE NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) / 1 O MPH WIND ZONE (3 SECOND GUSTS) CODE D E REFERENCES: 6. THERE SHALL BE ONE HABITABLE ROOM IITH A MINIMUM FLOOR AREA OF NOT LESS THAN 120 SQUARE FEET '> » FASTEN WITH 8D COMMON GALVANIZED NAILS USE 1/2" CDX ROOF SHEATHING ALL OTHER HABITABLE ROOMS SHALL HA'JE AN AREA OF NOT LESS THAN 70 SQUARE FEET, KITCHENS SHALL HAVE AN AREA OF NOT LESS THAN 50 SQUARE FEET 2 X 11 1/2 GA. - PATTERN AS INDICATED BELOW FASTEN WITH 8D COMMON GALVANIZED NAILS 2020 NYS RESIDENTIAL CODE PROJECT HABITABLE SPACES SHALL NOT BE LESS THAN 7' IN ANY HORIZONTAL DIMENSION (EXCEPTION KITCHEN) 2" X 11 1/2" GA. - PATTERN AS INDICATED BELOW PETERS (SEE 8304 OF NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) 7. ALL DESIGNS SHALL BE IN CONFORMANCE PLUMBING CODE 2020 NYS WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE (SEE CHAPTER 11) O ® O ENERGY CODE ENGINEERED RESIDENCE THE FOLLOWING GLAZING AND INSULATION VALUES SHALL BE USED ALONG WITH THE ENERGY CONSERVATION CALCULA110N5 GLAZING U-FACTOR: 5 MAX CEILINGR-VALUE: R-4 -� -1 - - - - - - STRUCTURAL 2000 PARK AVENUE BALER-VALUE: R-20 _ COMPONENTS PER ASCE TABLE NEW YORK FLOOR R-VALUE: R-19 20 M ATTI TU CK BASEMENT R-VALUE: R-10/13 SLAB PERMITER: R-10 (DEPTH OF 2') CRAWL SPACE : R-10/13 O> 8. THE FOLLOWING CRITERIA WAS USED IN THE BUILDING DESIGNV71 7-1 O BRACING METHODS (� WIND ZONE 140 MPH (3 SECOND GUSTS) O 1 O I e METHODS"MATERIAL MiNRAWING TITLE EXPOSURE D FIGURE GROUND SNOW LOAD 20 PSF O ® FLOOD DESIGN LOADS PER ASCE KNES CONNECTION LIVE LOADS OF 30 PSF SLEEPING AREAS, 40 PSF LIVING AREAS 2 I THICKNESSFaSICRerS Spacing s DEAD LOAD 40 PSF o i 0 24-15 �uN 2 3 �l°�� DATA NOTES SOLAR PANEL LOAD 5 PSF © 6 I Exterior 1 9. ALL DESIGNS REPRESENTED ARE PRESCRIPTIVE. IF ENGINEERED DESIGNS ARE PRESENT, CALCULATIONS WILL BE SUPPLIED I q' I sheatMng per 6"edg=s 12" E1JlLpltdr QT_r'_: 5 CS-WSP Tail-:'e ftpld _Iovv Oil r.�� DETAILS 10. WAND BORNE DEBRIS PROTEC11ON (PER 8301.2.1^2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ) 4' O 1/2" THICK WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR ALL GLAZED OPENINGS. STRUCTURAL PANELS SHALL BE FASTENED TO THE FRAMING IN THE EVENT OF Continuously Fr^2 3'=i HURRICANE FORCE WINDS TO PROTECT FROM WIND BORNE DEBRIS. PANELS SHALL BE FASTENED WITH WITH 2 1/2" X16 WOOD SCREWS O 16" O.C. FOR PANELS LESS sheathed O I I 3JE" I Interior LESS THAN 4', 12" O.C. FOR PANELS GREATER THAN 4' AND LESS THAN 6', 9" D.C. FOR PANELS GREATER THAN 6' AND LESS THAN 8' %%clC (SEE R301.2.1.2 FOR MORE DETAILS) 2 strucn:rai shea'hin�per by 11. ALL FRAMING SHALL BE NAILED AND FASTENED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 4 4' O O pT ,I Tt I-t� Varies SEE ATTACHED NAILING SCHEDULE AND FASTENER DIAGRAMS FOR DETAILS 1 Rb42.3(1)Dr fasteneerr SCALE NA DATE n THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE SPECIFICATIONS 00 NOT MEET CODE REQUIREMENTS OR IF ADDITIONAL SPECIFICATIONS ARE REQUIRED ZONE =J ZONE 6 DRAWING NUMBER -21-2�22 , 1, 12. ALL EXTERIOR FINISHES SHALL BE IN CONFORMANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 13. ALL ROOF OVERHANGS SHALL RECIEVE ONE LAYER OF ICE AND WATER FROM THE OUTSIDE EDGE OF THE OVERHANG TO A MINIMUM OF 24" INSIDE THE OUTSIDE WALL The continuously sheathed braced Wall panels Shall be constructed iaccordance FIELD 12" O.C. 12" O.C. with table 8602.10.4, CS-WSP continuously sheathed wood structural panel, ALL UNDERLAYMENT SHALL BE NAILED DOWN WITH CORROSION RESISTANT FASTENERS IN ACCORDANCE NTH MANUFACTURERS SPECIFICATIONS ZONE 1 ZONE 2 ZONE 3 ZONE 4 exterior sheathing nailing pattern shall be 6"on edges and 12"in field. Minimum 14. ALL FLASHING SHALL BE SPECIFIED BY THE ARCHITECT AND/OR CONFORM TO 2020 NYS RESIDENTIAL CODE (SEE SECTION R905 FOR ROOF COVERING) PANEL EDGES 6" O.C. 6" O.C. length of braced Wall panels in accordance with Table R602.10.5 15. ALL MECHANICAL SYSTEMS SHALL CONFORM TO THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS ,WITH 2020 MECHANICAL AND NEL GAS CODES OF NYS FIELD 8" O.C. 12" O.C. 3" O.C. 4" O.C. A001 PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. y ENERGY NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL _ TABLE R402.&I A ENERGY CONSERVATION CONSTRUCTION CODE WITH 2020 ENERGY TABLE 8405 52(1) A[R BARRIER AND INSULATION IIISTALLATION SFEC3FIt;ATION'S FOR THE'STAND.ARD CEFEREIMI�:EAND PROPOSED DESIGNS CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. THE _ COMPONENT AIR t'..�FtRtER CRIT-CRI" lf�SUL�,TiON iI�;T.tLL�.710N CRITcRL4 BUILDING COMPONENT ;JFK,NtaARDREFERE-11rEUEIS N PROPOSED DENGN baAUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO K totltin•�.m au barn Ali b�in3t`l:_i t-" •,s=_ TN-M7m-in:t-'Ili.fproponedn7lytStw:-1:°4h-'n,-ew0°ate°- A--piv-,oned. b,3j1chngeavell p--. DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE o _ C-me:M1 re 7±EMEats rhe er:st r t}e.=l em-elaw CC2'tains m coutiaL`::+L•5 L-g*�seabT.e'In�T a"707 ab3l]T�[6e L?�9's 3 Cao:�area: :_a.rrapa:�.». P.-Mos �� _ aP- :eaiins q 8 ' J r r ` r ENERGY EFFICIENCY REQUIRED BY THIS CODE. Above- z�_walk blfa.tor: a_ �ciified m.Table 8419_ 14 n O-+o�ecr p• 3 reaks or j otrtt:.is the air barrier.hill b! seak-d. SOL'x sorp':a:ce=0.r5 Lprca---�osed b I 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY BUILDER AND "3e alit ;3sr:er in�:�;a�d ceiling:cf3t Or-11 be F.e=tace=0.90 A,.P:op�ed ab_medtAbfteu-raLff anda3v�Epvsintb° ai' POSTED ON A WALL IN THE SPACE WHERE FURNACE IS LOCATED. hastier sla]]'be sealed. Abe insn;ati=to any d:apped.ta:m;`scffi:sbail r�.•pe: =ea=rr�+-,ed Aspr posed ��'--`'°' a�"'= bea,;�eaW th tbSkrba.-ner• CERTIFICATE SHALL COMPLY WITH IRC N1101.14 Ha=Ent and crap. =1?�re Access o;er,:ri�s,€lrer dr��-a stagy frExy 3a-aJl coot Gro:.z3-ea�;.e as ci-oop As piragnsed to t<=conlitenec3:,'t:c =races shall be sided. LLL-nor. from Tab=eF,402.Z_4,unth=Wz3 ons-3yeT onmterl l'mdc ojr`all, A;pm? r 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND p• D�•.:r_e=_+��tYz� comae:s end header= o�frur�? r;pe:woodfm3e Asprcponed inejan�-tip°nftbefv�ada onands 1p�a-es h t � >j ei��l b..c tE-el fail t�; INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE 5E3,E-1. cam',-Et'r!1•_th 2 tul3 er aI h3i-Ings tburc.0I TeUStaL=E Avmve-pzae boat: GTT:s.area: =e as pivpo' s p-,vpa:ed Wells Tae j,=,--"n of f.e t,r plate.ani ths- :op of Clfz; PRE:i7cb M!3i='1: . SURROUNDING SURFACES. L-fe€tor.as: =cif�ed M' Table F,402-1.41 F: ,;ed ;� lL- s5n1I1� sea:e . Exterort tern euittops mew-in for Named Type: ood�e Asp-oposed a=ewa:ls sh3u°be�ale3 �11=�¢�1i��l�iII�b����Tm-tmtnzW 4. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL C•eilin� C-ro area: +=:e as pavpoled' Ms, prcgo:ed Tr .r rae space bsm. -een w m--'o �dazraaT�bs and nQ. ENVELOPE SHALL BE INSULATED IN ACCORDANCE WITH THE CRITERIA s✓3>l7 >zt< a " ' R LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN ��f^tor: ac ;petiitied in Table F�402.1.4 .�,proposed an s�.-3li�*its an..frnr7ins s17:11 be se3.e,.. T;�:compositi(m-�glscnvmodsbea�,s Lpr ;osed 1'-�����r� �-��c�t'�����1,���th��'=b:��°=. >�;�';��t'sh�llb°i�`"i°1"a- APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND FUaof: Floor f3: sca -t3nsu °nost ] :ta1` cGra:Jse : e a: u PcrAs VERIFY COMPLIANCE.tcoma*= p- =ne=contact n,thtbeunderside - So lar a:+:orotan,-e=0.71 A:prv:xa:ed moorcf=_dins.orL�*or fr�nri,Q ca�-in- Fi4 (inclufi 4 bo e =_Eary dedse inul;wo°sal[be��-z�itie�,a esla-cow:��t�.it� 5. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND Enlir=ce=0.9G A:pro xr:ed canal=-x-ered floor:) of insu]atoa. the top s:deOfs5eatas7_,o:cc=n:ous issila.dcm " TIT*-:vented r¢*ra = l ft=Per JGCa ft= c link area ��►-g: o:e3 imtalledoaths mdersideoffl�rf:�aaa VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ 4A, 5, 6A, rx�n e=_rend'from the bcno=to thewpofmll TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY Type:same as prcr.c-sed As pmposed pe.tsse:erfloor±amia=members. Foundatio"-=" a�an+�a•don;� ]1 rea abot-e and;bE'otR Bade and sad rk;. .a�ctemti€s::�a; -ed --zspd a ri t uavea:�ci-awl By3ce:stsZ be Where proz3de:3::ead of floor in.st:htien, . 6. DUCTS - SUPPLY A N D RETURN DUCTS I N ATTICS SHALL B E INSULATED rro-ooced p° r ;x3 3cs xt-a.11s co'.�e_ed Lx^s'�a Clans I -apo:►e'a�e�x;ttb insirl3va° mall �pE:rl3seutl;gitachEi to tae Ob-erlaprPjo:==tia c 'l ^a=a�'ailz 4�i� An,pzxr�,o:ed TO A MINIMUM OF R-8 @ 3' OR GREATER DIAMETER AND R-6 @ Area: ' Duct shshs.uti'lxvv=mtrvtiom.andEuEShs's DUCTS LESS THAN 3' DIAMETER. C]Paqup:dtl;Tr OneQ.titon_N-ortih p;xao:ed 5ha�ts.pEaertytions apeniD :tO iXteaior�e-L2Coali:it~aed ::*a_e �a]7 a- .L�-fetor: ? a: f�-,-e:rzanon£m:�Table F,402-1A Ar,Fes:-�v: �c 5.ea'E`` 7. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE Bim in ax-raw cari:tes sba]]be cut to 15r.o: T°"`�a-�e3 - �i"pr`` '`ed na_-r�ew cox-iter-shall beMied- vinsubtiO3.tha: AIR LEAKAGE BY AN APPROVED THIRD PARTY o a r a t r,� Q v Iss-, ivYSTr D'Z cS.?tla5 p «� ti b e (a}I77_gra��3�...dn._ as�ea:,r.�.re t,ae grope•°: :a�i7a� area 1.1_--th_n l5 �cn izsn:T13[ten ae�cl:l;'caa�crz�. t_ :be .•a-7a�t_ pa cent 0,theC00.6ti°r.A-A.f.C-O'are3 z-'g'a'sPat e. 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS (b)lf 1--,=7rent of the ctra,iito*e i£czar area,where the propom ed area L �� � AS.-sewing shall be pec aided be-a-�een tie��g a cnd rar.._estra .on conditioned ice, 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS > 105F I�perc•�:t or sn�o:t of the �n,ditioned f7aFor a;e 3 - sp• � -. s-ze t •L-.- 011r=;tation U3],]'-4fi:t b-.-ted t0 f�L ca*-d na cornea-.o:-ientatio^� Rs,c; li tiag ''-eco=:ed lisat 5x=-3s init3Eed in t e tuddhs Fete:sed l:sb:Liz tiltKS ia5::11ed i�1;e 6�ai]d:s ►' calf_- � �`-'II°�--• L ' As proposed therm'max-0 pe Cb.:Ire=.?a3atitotbed-1-ati th-2-=] -eimesballr=eirt-Y,and 1C.r:.ted. DEGREES OR < 55F DEGREES SHALL BE INSULATED WITH R-3 `fan.op acus do oto �4,F. 5&-11) U=fatter: a,.^a=citied nt Takla F_40''.1.4 As proposed B ata insW tion s'iaD b~cur nLlsAv to Rt%,-oimd MINIMUM win7Z�and yIunib in.y Ln e=eh or wa11-e,o: SSI &C.as,s p zif,ed m Ta:)I e F,402.I.y e:..cept the t for c:lmk.t�,r.-i:h no ?1=binp;and nx Aina? iruulatan,fit on i-�v tlatim readily�confo=.to r i.•= nt( 1R)S iGC'= � usesv- '=e availablespa�e .�lextendbehindripiuxd 10.MECHANICALVENTILATION - SHALL MEET THE REQUIREMENTS OF THE IRC 2020 AND IMC 2020 Ittedor-Node b6m:0-9?.-(0.21 e SH forths stmda-d se�ermce dt?�t�al 0.914 .711l � S�IGC a.:;Jnr-p+c1=�� Ths alarb�-rier i7ts=Iled a:e.3:et•Io:xr-s?.Is ad aceUT to E•te7iarx::1L s?j scan:to sbara-e:��d tn'as s1•a311 �:te-21=�dir.�a }posed S,l��er'roboaee:iorn U sboTm:-z dP:&,= ;hstsRT�'atethe='I-0=�e ,�Qffi ';SA3L �y 11.EQUIPMENT SIZING - PER ACCA MANUALS, BASED ON LOADS `' p ¢•� +$ ^� �, CACULATED PER ACCA MANUAL J AS PROVIDED BY A THI RD PARTY Sl�-alighrs .tio�3 �.s nDro:ed The air ba.-r.`er shin'ca iz;st alTAd bshn_e'sctrica'I er rhe -A.-.poria:ed FleC iC21-Pbo3a6COILe.:ra-:i %73ES Ecuma>mica;ban bm:- org t-tstedbae;E� HERS RATER inztaa9ed iri ak` 13te�D 3'z "��c r'racin�'�rpzones 1a"d?`aztl `'j � �Creeiste.boon-,th3 yeaeLmtehuildingtbe=l 12. LIGHTING - A MINIMUM OF 75/ OF PERMANENTLY INSTALLED �+ - For re?den"��,the`are Ii^t t.. r � ,� o chan'_=_e:penc�nLriL•climmnte t•ocsi S thraxtgh S at a?. m:+�1re of02 inches. .s « H -4C'refits-erboo:s - z O .{' Fal. '?=IE".lL'mTC:1�e:ticltl£Jt.I B r�Y.� �r'Lll= iC0I1 {}La 31r1?3't:3 ? is:t--d.tLe Sa-m?air le,-ha??rate en-E!aoe shat"ba 1°sl�To±e'su'bfv or 0r Ar_,-;val'1- ra'ea✓dthe •naz:izthepropo, esi�Ltut no ea+erth-�:C.G1 b CF-1 = a' �=t`'' dr'�� 0 Vie'== t1.7:e1tery ;i to be3eaie coan:a]£ :Es -7erc FIXTURES MUST HAVE HIGH EFFICIENCY LAMPS ,� . Y- i.5 .x ,(,*r �-1) For testedteu'denzes,the mea- sti ll ont.-be-sealed m a=nnertlu*.s:eco=ended 13.ALL HVAC P teexchan�n.te �.� � �E tE, Concealed sprinklem bvthamamuf3Ctllre�.0--u -ios'oroth,s:.'adbe-jre , PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET sealants shah not bansadto61voids be'waerfl:a THE IRC CHAPTER11 ENERGY EFFICIENCY C't=-1=cot i+io llo�area The in•;hapical• e--tlation rate, sp;rl.-1er c€*:e at---s and,tiaIls e:rei.,in_.. , INTERNATIONAL shill bein;3dlbontoti'-��'e�- MECHANICAL CODE AND INTERNATIONAL ENERGY CONSERVATION 'i _>c doer of bel,oom: ase rate.-.cl 1�.'' as propoae, a. In ad&nt m. e+Lnc�n ofIas u�Ls shjl be to ncco .ze• tli-d:�gra. cr..s c+f i�C - �: , E �rper<1�e •r:all:atbea.,u:� dfinech.rdalentitatian CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF MECHANICAL AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW EXISTING OR TABLE R405.5.2'{l #inured UPGRADED STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY SPECIFICATIONS FOR THE STANDARD 9° ERENCE.AND PROPOSED DESIGNS 13UIW114G COMPONENT STANDARD REFEIRENCE DESIGN PROIR USED DEIGN OWNER OR BUILDING DEPARTMENT SEAL 'vgo^e,kept where mechanize'until.Ik is specified b3-the p:o- 14.ADDITIONS ALTERATIONS OR RENOVATIONS SHALL COMPLY �seddesi�in�:lir� rase: , -4iIIn14 i ent ems:ante: WITH IECC 2018 WITH 2020 ENERGY CONSERVATION COINSTRUCTION :\C fechzaaj.s-.an-*ib bon 0.03942 o CFA-1-29.565 k: (-N",-I) A,7.-knxrpo;S CODE OF NEW YORK STATE : e ' .'ilei. - t^FA con&t1oneLi'oorar®3 4 4" 4• 15.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN 53me r, andardref�Tance MASTER BATHROOM BATHROOM BATHROOM ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS y Fni•3-ma] �a-.:n.: 1�ain=i f.5'C+�_?3.S w CTA �10� �..'��,�3tn`da�•p��11in�tm%t7 ,de:i m _ - - _ - r 1-- 1 ref F I I` _ ARCHITECT S.amex,stin-iardrefe'�me � - 1 1 1 1 f r 1 I 1 1 1- - -1 16.ALL EXTERIOR WALL/ FLOOR/ CEILING JOISTS SHALL BE AIR JEFFREY SANDS cle7gas�Ilis �3-ad�tic�aal Qtas: 1 . 2 1 2 2. r 2 12• l �- 2 2 1 2 I I 1 I 1 I 2 SEALED AND INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1 ARCHITECT .a.m' 'te mal ma,:for 1 a°.:.inua and,umtent-- of g counts per-.c cane fao' --pecn c.'$t d_ mei a:a ther- I I I I I I I I I I 1 ( 6 EVERGREEN LANE �"tj'ual>7,� s aft]c+arare-3. elptC I1t'•not L=tea I I ILAVILAV 1 I ILAV ILAV I 1 LAVI I APPLY A FRESH BEAD OF CAULK TO TOP AND BOTTOM PLATE EASTQuoGUE, NY 11942 gr3lt'ucs. :'cngenxxl or SH IFu Iwe ISH I we 1 I we I SH IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. PAX 631631.375.5997 6:trvctu:e. II ( I 1 I I FAX 631.576.8916 t EMAIL: JEFF(&,,JSA-NY.COM Forma:ort--Hoar ;dabs$C perc�.t of floor zt-ea covered .•1:, 2 cn et enc ga l a=d 20 p=ucent of Door direct:v e^}O:+fid%)tom tit. h',pl poJe 2. r» .• z• 2 2. ,• z` 2- z' 4• 2. Fe.m:ronxr;k-Le ent X311:.a:prow:1er1 blit with L'".a-CL� :4*r�'Eq',rtred . 4- 4- PROJECT Structm-•1 n is b3 Teble Fti4 '_I - lc►cated on* . m r A;Pvopossd. ,�e ii t->;� ,id_ Dfthe_�:alls PETERS BATHROOM BATHROOM Foroih--x u--1r,for�a�ng:,floe-,.and L^tej7cq-'"-ell-wood fi snap con- -�_ _ KITCHEN WETBAR =�1°t;�. ,�:cropt~1ed I2 -1- -I F-- -- za 2-�t _ _ _ 21 - 12 `1� - RESIDENCE AS proposed for o�-T them electric heating nnthout a haat p u up.M-ieze I I 21 1 T ( 2l tI?egrors,:ecde•tism zp--- e eetrioheatsr�gr�atitaLeil n.,n,_.,the 1 I LAUNDRYI � � I I � I I 1 2000 PARK AVENUE l iearrig 7-=em:' ` rsd ref er dpi sn s}iallbe 2s air o",:rce heat pimp meeting ty= opo; . I LAVI I I ss I I SK 2'I 1 Bs I 1 LAVI I M A TTI TU C K nim-mn-- : oF Section C40" oPthe IECC-C'omme--cia] P•nxi-io=. I wCI rue WA I I DW I Dw I WC I TUB NEW YORK (Cana fir=sired m accordance with Section R403-7 I I I I I 1 Cooling �4�tem�° ,pit possd As nW'P Sed3 z- 4 2- 2" 2• 2- z 2" 2• a• z• DRAWING TITLE IC`3nszirv: -47ed in acconi-mc witb.Se`_tion 803.7. 4- G�t r• ��;p:n�o:ed As prop 3,� TO SCHD co ENER YNO TES Se-niceS1'3`er hE3'1-� ' � A �o j se:-'ame 3.-Frcpo-:a c cest= E�'da3-=ti 0-+l0 s ,F APPROVED SITE uct:n.�r'-tlon: From Sefiron T�-#�'3.`? t SEPTIC & SCHEDULES SYSTEM thtnal.€?::tik-.rtian -;tin n eic*enc3•(DS r;af0.53e aprli> As tested or 3w:permed in T ab!e RISER DIAGRA T a a1 di:tnbutior =-. 1: to l=-ath hn*-e hear .n;=c,�eliut r �efficien-cies for -tNlrm: oth- F,405-5 2(22)if not VKte::;Duct than te-sted duct,3•stem:.For tested duct mtA:r::,6_- leakage oto shill ins?tlation sEzIl be as pro:l red ATE lire 4 t•.im(1133 L�t�)fie'100 fir' (9.29 M) ofc_�ar��rtrr�;r�„f;r►or�a SCAB D NA 2-21-2022 at a pig:s�:re ofdr�rti3l of C.l in Vie.p:_g{.,ti r'a) DRAWNC NUMBER Type:i�1.n:.I3t, coolly tenrpPtutm-e setp~-+int=75"Y= Thain• os-tnt 2iea+mztemp✓,atlne:et dirt=72-F Sante a:stand.-lrdref�nn:e A002RISER DIAGRAM A - I Q , NOTE: LOCATIONS OF EXISTING SANITARY AND SANITARY PLAN DERIVED FROM SURVEY BY L, WELLS PER WOYCHUK SURVEY. PERMIT KENNETH M. WOYCHUK LAND SURVEYING PLLC, PO J ^ TY AND NEIGHBORS WERE INITIALLY BOX 153, AQUEBOGUE, NY 2/25/2021 � _S-11 � I PROPER DESIGNED BY ED ARMUS ENGINEERING rJ \ ' DEVELOPED IN THE 1950'S , J I-- 11 _ 4j .�- '; liJ J Q _ (J, Q:- L U Cry Q J J O �, I , vJ j C --------------------------- C/) ------------------ w c� Q tc) `r, O , _ C I z � Q � o JJo O W �- C � � � � C) Cvj O J O O Q o W I OHO z ° Cv I O5' O 1 z°� a ,_ o o No additional /imported � �, Z O cL� c�i�' fill required. LLJ `_`.' _ cv `� CD o > w Q ✓-v 1 ;i co o o p o Q r.' C� , L-------- --U Q TEP 3w p0 O 1 11 ' ------------------------------- ® v �c' i t FENCE ----- w o o a �o , I n1 � �IHAIN LINK FENCE S 1 1 1 3 00 E � CHAIN LINK FENCE �!;i ; .577. 72 to 0.4'W. EVERGREEN HE GE ALONG LINE � � STING Q0 W W W ASIPHALT EXISTING ASPHALT (0 i !EXISTING ASPHAL PROPOSED c, .�' �� �- 6+ l ! !• 11DRIVEWAY TO ! ASPHALT '3_ 4' HIGH POOL CO LLl DRIVEWAY DRIVEWAY TO J W REMAIN ! i REMAIN I DRIVEWAY PR P. BASEMEN j CLOSURE , I O �. • � S +FENC'ING--� O I I 4' HI H P00 •- I i I W W W I f"" _Z PROP, TEP I ENCLOSURE ! w-------Za w w w w w w�-w w ! w PROP WATER SERVICE >y!; I ' �'�--w HIMNE E4�V 19.5' I FENCING ! _ ! +I O _�w W -1 , �� z 42.75' i 12.0 LEV i i �+ o r I t ^ I J W LIME i i ��, ' 19.75' , I , �� w 0 7 �! i PROPOSED 2-STY, r -- ` `_' 4 z_ ELEV - i >b f P. z �` = N 6-BEDROOM WOOD �` z Y Q EXISTING O Q r i `. 9.5' F- z f-- � FRAMED DWELLING Ig �c �' Y _• ! U, ASPHALT O w o Z VJ r r �_ ` 5,0 , N _ _5WI I�1G V O Z� m ! DRIVEWA O O w : Z�! ! Z PROP. STE L FF ELEV �� P OL. ` I ;z m w cY> o O ^ 34.3: W CD 21.5' I (SALTWATER I V.J z ; z i I 9.7s 1 - - ow o \c of r ®' _.__,_ VE �- i r- - --� -�--- ' 'TRA ION) I W �Q 3 V/ i :--_ - RHEADWIRES PROP. 10' coo r (� ! _ W)p : :: :•:: J :: ��O I i 25.92' ELEV 21.25' 1 ---r L----iJ I G= 7 o- i ! I i\_ ES O t 520SF I W NON-TURF p a W � k 178SF COVERED c3); r � I ELEV 19.5' 525 SQ FT ,o I COVERED - = L- BUFFER C� r c3 �^ PORCH I i I � l./ 1 � Q i G' 21x1 �::;:' \ O :;: v • co 2Q ATTACHED I I I PORCH PRO . STEP I !� _ .� ;: ::•:: ^ J I �Q! _.I I M�jll POOL DRY O . GARAGE ON 16.0' I , I ELE 19.5' o+ O U G W W l + k / © I WELL o N I I I 1' O a 0� i O i N W ti�" O `� ! °' SLAB (ELEV 20.0') , I ELEV 21.25' PROP. c>r W In Q '. >; :: 2 h W �; 3 N I I ; 131os OOD S p �0 a �- '::'�:j.L Q Q 2.4 :: I \ z, p POOL I I GRADE Q. • •:�C/ O ----- ---. EQUIP. I I r .:;.;.:.0: o i I i 12.0' PATIO ---� 25 92'� t6'-0" - i� Zi I - __37.75 - - I O SSO oQ S .,I �: ELECTRIC I r'''' Ia �a J I ' I PRO . TEP N I "�----- FR@Pc ST PT-----I Qly , \\ __ X ' �Q ii O N I ni 2 I I J SERVICE J ELE 19� ,`F -L ___ S .•;.•;:•;:•; .. CoC. IC T I� t ^ I _ _ ----� 4' HIGH POOL i N�►LJ \ L. —� — — — — — — — — — — — — — I ' — — — — — — — 20 — — — --- I-- ------' ENC�O URE�ENCIfIGoO�M Nl JPO � � ! ! ( 4' HIGH POOL Z !� �O 9 HEDGE ALONG LINE 621 . 53 ENCLOSURE FENCING HEDGE ALO G LINE O !! 11013 '00 " W �. t . z o \ ; ; Q Lu �, 1 . LLJ C) O z z o �� .- z N 88 °32 '10 " W W w z o �, Q QQ- > O Q �-- +-- co om m W Q U O C7 -9-T '?N _ O a- J Q � �O co ZQ LLJp W j co cor) 03 0 � W O J O � � � O cW � W ~ J J , Q t r { O >`= OL O Zj Q�j �O � WWF _ ~` C�� L'j MARRATOOKA J Q i `` `- _- JQz- Z O - j Q Q_ O .� 1--_ \ o W v O \ O `', 2-21-2022 �L C D /y�� O L �% Q /�� I SEAL - , (/��/f��\�\JA (� T �tJ �7�- O �J J If �r rt'• ,_ r ,`�.' L4 C) Li Uj Cly W O J �-� ; J', Of- � O 'J ARCHITECT O J W JEFFREY SANDS ARCHITECT O O 6 EVERGREEN LANE ELEV. 19.4 O V EAST QUOGUE, NY 11942 OL DR BROWN O N PHONE 631.375.5997 LOAM �� EMAIL:JEFFCJSA NY.COM FAX 631.576.8916 1.0' �t BROWN SM LAYEY SAN PROJECT 6.0' PETERS PALE �. .:., BROWN RESIDENCE FINE 2000 PARK AVENUE SP SAND TOWN OF SOUTHOLD LOT COVERAGE MATTITUCK (BUILDABLE AREA 42,603.37 S.F.) DRY WELL VOLUMES FOR 2" RAINFALL NEW YORK ROOFED AREA = 4858 S.F. EXISTING LOT COVERAGE DATA PROPOSED LOT COVERAGE DATA DRAWING TITLE RAINFALL VOLUME _ 2 STY. DWELLING W/COVERED STOOP: 1444 S.F. EXISTING SECONDARY DWELLING TO REMAIN: 865 S.F. RAINFALL VO] * 4858 SF - 810 CF SITEPLAN NO WATER 1 1/2 STY. DWELLING W/COVERED PORCHES: 913 S.F. EXISTING DETACHED GARAGE TO REMAIN: 408 S.F. DETACHED GARAGE: 408 S.F. PROPOSED DWELLING WITH GARAGE: 2578 S.F. LEACHING RING VOLUME NOV. 20, 2020 1 PROPOSED FRONT COVERED PORCH: 178 S.F. FOR 8' DIA. O.D. x I ' DEPTH McDONALD GEOSCIENCE TOTAL: 2765 S.F. or 6.57. PROPOSED REAR COVERED PORCH: 520 S.F. PI * 7.33' 2 * 1/4 * 1 ' = 42.24 CF PROPOSED SWIMMING POOL: 555 S.F. REQUIRED DEPTH OF 8' DIA. RINGS = NAVD88 ELEVATION DATUM: ------------------------- TOTAL: 5150 S.F. or 12� 810 CF / 42.24 CF/FT = 19.2 FT SCALE 1„-20' 719-2021 DEPTH OF RINGS PROVIDED = 6 FT DRAWING NUMBER ( 2 - 8' DIA. x 3' DEPTH EA. ) S.C.T.M.# DISTRICT: 1000 SECTION: 123 BLOCK: 8 LOT: 7 42 , 603 . 37 SQ . FT. or 0 . 98 ACRES 79'-8" 2 C A200 D A230 A230 43'-1" 36'-7" 5'-4" 19'-7" 18'-2" F-- --------- - - -_-,_-„ ---- ---- -- -I NF I -- ---- I l-710 1" I - -- - - - - I T.O.SHELF -2'-6" MIN g'-p" 25'-11° 1 -72 6-92 8" 1,_7" 1 I I ( ----- ------1 1'. 'r• i r '' :L'� i 30X68 =______= -------------- ---- - ----- ----------- II I i---- -- ---- --------- --------- THERbfATR ---- -------- --------- - ---- - � I----- - ---- � T.O.FOOTING -10'-3" MIN I I ;:•: I LASS ,. �,. r.•',,":�. I '`'• { D OR T.O.FOUNDATION -1'-3" MIN ----- -------- F _-_ ____---_ l f - LIf 'E OF FRAC"E i ~' I : LU 4" PC SLAB WITH f I 6x6-W 1.4x1.4 WWM ON VIRGIN SOIL ORN COMPACTED FILL - 1I << - ``- I w L I I I I I :•:I�, � ��I j � I 't. I 41'-5" I " 12'-0111 I I J I I 5'-0"- 4 - - 12'-0" - - L-- -J L- -J f I I I I I 5'-0" LINE OF FRAME I r I I I �I - LINE OF FRAh,!E I I I III I I g 4„ 9,-o„ 2'-44" 91_3" 2'-64" I I I r4', ;„�.: I I III I I A220 I I I I 37'-9" I I I III I I i I ► I I f I fi I I �� � .•,.. I I ; • I I I I O.FOUNDATION -2'-6" MI o f UP I I I i II I I (0 1L A210 I - --- ---- - `. — — — — — — — — — • - - I � T.O.FOOTING -4'-6" MIN ----- ------- , -„------- -� �• ;:.�.••,• �:> .••, .,:� -.;�.;:: :.}:. I------I _ I `.+: I I I , •, T.O.FOUNDATION -2-6 MIN ': _ ------- -------- I E XX I I I r INSTALL SIMPSON TB SERIES METAL J CROSS BRACING AT MID SPAN OF FLOOR I I I f I II JOISTS, JOIST ENDS TO HAVE WEBS 4 PC SLAB WITH I . II - BLOCKED — TYPICAL a... 4 PC SLAB WITH I III I I 6x6-W 1.4x1.4 WWM I t I „ ! I ON COMPACTED FILL 6x6-W 1.4x1.4 WWM I I I ON COMPACTED FILL I III I L-- -------------- -- - J II I I- I---- -4J I I I CO I t: >!`...? •t''c^' •�::•.': .+. •t.••'•t;Yil'• •c. I� - .I _o _I I. _O. � .I` '•1 I I- _ _____ i ----- LINE OF FRA�J"E ��- -- -- -- L-- -J L-- -J z I z I I I I '- f r••.. Iz 4' Z 1 " 121-8311 12,_0„ 12'-0�' 9 ..'r. GARAGE I ,;, I_ T.O.FOUNDATION -2-6 MIN '� ABODE f (- SEAL. �., O I }'; f o f r I I ; : ' Io I Io o Q I I I Q I III I I ,f' - ;,`, 1 A k'�`� o o I I;-I _ _ o _ I _ ^:Y z 10 WIDE POURED CONCRETE I _ _ ;,,_ o o t -`, o I ----�- o FOUNDATION WALL WITH #4 REBAR a••, I I - I' /7 4 PC SLAB WITH I toI h.l• I II I (!. ,” ,I AT 24 OC BOTH WAYS ON 22"W I I 6x6-W 1.4x1.4 WWM I I I t; r- ' I ON VIRGIN SOIL OR I '+�` {� EGRESS WINDOW x 12" POURED FOOTING WITH (4) I /, (., COMPACTED FILL I I „ 44" MAX. HGHT. FROM #4 CONTINUOUS REBAR AND #4 I f ` . : ` T.O.FOOTING -10'-3" MIN '+ I : • I I I FIN. FL. TO SILL TRANSVERSE BARS AT 24 OC ON I 7' f I L L-- T.O.FOUNDATION -1 _3-MIN- UNDISTURBED SOIL I '"u' I : ------ ----I Ir fir. -� I- ARCHITECT T.O.FOOTING -10-3 MIN I ---------- -- I JEFFREY I I { :1.t 't•:'•. :.''::�,:k:- r :•.4. 1, %'.. I I t . SANDS T.O.FOUNDATION -1 -3 MINzz L---- ----- ---------------------- -----� "r .o --- --- - --- - 04 - -a L_-------- ------------- -------- ----- - -----------------� ,: ...�_____=====1 ,.. , I ARCHITECT L-----� i.'• CV —— I N. •R S :1•.•• r j 6 EVER f GREEN LANE _ -- ----------- � ---------- ---- --- -------------------- � -- -- -- ------ — --- -------------------------z -------- ---- —f EAST QUOGUE, NY 11942 T.O.FOOTING -4'-6" MIN -1 F 03 1 F-T 7 T I PHONE 631.375.5997 CO CO DETECTOR 1 a E L I I I I I I FAX 631.576.8916 T.O.FOUNDATION -1'-3" MIN 2'-51" 10' r7 I I I I i I EMAIL: JEFF@JSA-NY.COM SD SMOKE DETECTOR 41 _ QNIIJAN -1 - I L------ -L L----------------- ------------- ------------ ---- - --- - ---- ----- 1 I ESCAPE LADDER PROJECT L__ ___ 9'-0" 3'-0" ,'-2" PETERS ---�_0- - AND FLIP UP --� PROTECTIVE 6'-9�" GRATE 30'-113" RESIDENCE 25'-11" 16'-0" 4 4 „ .49 2000 PARK AVENUE 79-8 t3-2 M ATTI TU CK NEW YORK DRAWING TITLE 4 T.O.FOUNDATION -1'-3" MIN A210 R302.13 Fire Protection of Floors FOUNDATION IODATION :,. Floor assemblies that are not required elsewhere in this T.O.FOUNDATION —2'-6" MIN code to be fire—resistance rated, shall be provided with a PLAN 1/2—inch (12.7 mm) gypsum wallboard membrane, 5/8—inch (16 mm) wood structural panel membrane, or equivalent on the underside of the floor framing member. T.O.FOUNDATION -1'-8" MIN Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shallDA be permitted. SCALE 4t,=1t_OiI 2-21-2022 DRAWING NUMBER 2 c A200 D A230 A230 r--- ---- ---- -------------- ---- - --7 I I I I I --1 --- -- — — -- — --- L------� Y�.r'r +rt',!'n Nt• t 1L— ------------- 01 . j ti1,♦ — - - —————————— -------------------- IjI.: �----- --- ------ ------------- ---- --- ----- -----------------� L----------, ,;.; :, I I- — -1 .► L LINE OF FRAM -------- ------------ 1I •a� �I o o a o I •':�•�: I I I CD w I CQI s: I j III I I I i.�.•,' I � � � I o — t •: (D ro coLo Lo — I I `>�`�• I � � � � I : '•. I I � III I f:: I °° J °° I � y I I ,,:�• I : �• J —'. - ~". •�r.c 'v I BEAM I I I I BEAM f POCKET 1 ,. . :I: (POCKET = v z I— -- -I I-----I I 1. i I F---� ° co I "J•. I LINE OF FRAME I r I I I� (D ROPPED STEEL W12 x 26 WITH TO I / I I LINE LL FR w FLANGE HOLES AND 2X8 TOP PLATE ( °�• i I i II I > > I I . I U) _ ~o : w I :I I I I g i I I I .•,r.l j — Lo �— t. I I I I `"•. I •r a- _ �_" d I '•(:., I I ` I (I I A 2 21/ :.` I I I I II ° ° �° I 1 1 I w � w •� I I I J LL (D N o Oo Oo SD x 0 r----- -----J 0 I I I I ► I I Ill I 3 ---------- ----- --- ----- - ------------- --1� :° I I r , I UP ---- o w � Lo A210 ,., -- ------ I I ----� CD � 0 N Lo CR co Z I';. :. ! LL u• INSTALL SIMPSON TB SERIES METAL CROSS BRACING AT MID SPAN OF FLOOR I I I JOISTS, JOIST ENDS TO HAVE WEBS I BLOCKED — TYPICAL I '�::'' I I •"��' I •�.�� II I I I ..;r 1 I '1: III 1 I ',.'.' I I �:•- I I �1:�: II __ __ _ t.•.. _ L------- - -------- - ---- —I —I DROPPEDS EELW12x26WITHTOP •..'• ., I I FLANGE HO ES AND 2X8 TOP PLATE �;�• I I I 'r.' .ti'n' •.: ,, �,;:. ,r :ice ,. —"BEAM I I I I BEAM r POCKET POCKET I I I I ,...:� i I ::''• I LINE 0 FRAME � I———— —I � L ——--� 4" STND PIPE COLUMN ON I ;,,.�.• o,•r.`•� ROPPED STEEL W12 x 26 WITH TO I I t••• J f :::• I I >..'. I SPREAD FOOTING: 36 x36"xt1" I L FLANGE HOLES AND 2X8 TOP PLATE WITH SIX #5 REBAR BOTH WAYS I TYPICAL OF 4 I I i I I I SEAL ° o m o a A _� _� -_R, I I i aD — I — — I I I — I 't"•� I I I o � � -� I +--I I _ _ _ A220 ••�'.' (D (gyp X ((D i I I I L - I t� III I i 1 _ I I ILo Lo Ul Lo <.: :_ ———— --1 I .h•' L_---- -------- -� a".� ARCHITECT JEFFREY SANDS ----------------- -------------- - ---� ,'; L-- ---� 04 --- -- -- - ------- ----------- - --- - ---- - ---- ----� L=--------=1 I ARCHITECT --- -j EN LANE y . ,1. — —— — — —— ——————— ——— ————————— ——————— —————— — ———— . .' _'�• � •'•• ••••' •'•' EAST UOGUE 2 F — 03 1 r7— —7 —T— — --------------� I APHONE 631.375.99794 CO CO DETECTOR I I E L I I I I I i FAX 631.576.8916 I I I I I EMAIL:JEFF@JSA-NY.COM SD SMOKE DETECTOR I L-- ---- I —L-——————— — ——————————————— — � — PROJECT L-------------�' PETERS RESIDENCE 2000 PARK AVENUE M ATTI TU CK NEW YORK DRAWING TITLE 4 A210 FIRST FLOOR JOIST PLAN SCALE DATE 2-21-2022 DRAIBNG NUMBER X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 2 c A200 rD% A230 911_6» A230 79'-8" 25'-11" 11'-0" 42'-9" a 7'-14" 11'-7 " 7'-1 51_011 6�_0• 2'-2411 9,-6„ 8'-22'1 7'-5� 12'-2111 31-22„ 177777-- ELEV 101 102 103 104 105 19.5' J, 1:7777777777777777777777777777 a • 4-0 —,� - - - - - - - - - - B ATH 'N 12'-11" O 10'-4" 18'-0" i 1 _ M 32 I o 00 I 127 N I 00 1 ;', 4'-0" 3'-8" 2'- — 106 — -M^� ELEV 126 MASTER CL I 3 19'5 1 BEDROOM CL N M M -- A210 1 LIVING N 1 sDsD CL ROOM p 00 � M 2'sx7's o 6" 5'-0" ci~ N In o DRIVEWAYJ5_6• » I 1 ELEV ELEV i i i 4-o I I I 11 19.75' D II 19.75' - 125 — -} 1 � ' — I — — — — 107 — B I I Q 1 Its ENTRY 11 b W � I I HALL07, 1 » ` - p 4-o I � =N 117 118 - I N SIN Mld- 1 I ■ ,=1f„ SIN 1 — — — — — — _ 2'Ox7's i I I �'cr) In '� A200 1 - - - - - o - - - — CL 1 I 1 N COVERED I SW MING 0 COVERED 01001 PORCH I I TERRACE POOL 00 ELEV 1 PORCH 124 » 2'Ox7'6 °° DINING — — 116 1 I I I 21.25 136 m 108 a E-� C� l w ELEV "' 21 .5' 6 1 119 120 121 122 123 � 1 2'0x7'6 1 L- - - - - - - - - - - -1 1- - - - - - - - - 12'-0" 1 1 10'-0" 1 » 15-0 12'-0" 3'-8' 2'-1" 3'0x7' 0 �••�`� J _ CD 1 n 4" 1 n to ^ o .� a ��� 52 32 ELEV a ELEV N 21 .2 5' 1 1 19.5 SEAL C14N � � t.!3 S✓ L..�A hq+e���.B9�^n N �O � 2'V) '17 "�, tia'Cd p � GARAGE MUDROOM/ II / ' Codi LAUNDRY j I i A Mla `� 1"-11 220 5211 1 = = 52„ 52» 52»_ �1 — 109 — - ^13 ill POOL 25'-0" 16'-0" 12'-0" Po5'-it" r7 18'-0" 6I !� 1 ✓ ,'`� ' 115EQUIPMENT 1Id- _ 2 52 STUDY KITCHEN I 1• �I ARCHITECT 0 0 1 1 1 1 1 I_ _ _ _ _ _ _ _ _ _ JEFFREY SANDS 0 01 - o 114 1 � . ., - - - - - - - - - 7 - - - - - - - - - - � � M ARCHITECT 6 EVERGREEN LANE N EAST QUOGUE, NY 11942 � PHONE 631.375.5997 113 112 111 110 FAX 631.576.8916 EMAIL:JEFF@JSA-NY.COM DOG RUN ELEV PROJECT 5'-0" 11'-0° 6'-94" 8'-22" 19.5' 7'-102" 11'-52" 3'_5211 CO CO DETECTOR ELEV o PETERS ,� SMOKE DETECTOR 19.5 g 5' RESIDENCE 25-11 16-0 7-9 2000 PARK AVENUE MATTITUCK NEW YORK DRAWING TITLE FIRST FLOOR PLAN - - 44 A210 SCALE 4�1 _1.011 2 21- 2022 DRANING NUMBER X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 2 C A200 p A230 A230 ELEV 19.5'ooF B A 11.875"LVL LINTEL — _ - - - - - - - - v v FJ 11.875"560 TJI @ 16"OC O O J--�L —1 zo N W g z MN I Z Lo Lo 1 �4 ttR — Lo W ELEV m LoJ 19.5' MASTER LL CL I °i 3 I BEDROOM CL I I A210 I LIVING sD sD CL ROOM p FJ 11.875"560 TJI @ 16"O C 2'6x7'6 po v 7- BEARING WALL FLUSH 7"x 11.875"APB UNDER WALL ABOVE FLUSH 7"x 9.25"APB DRIVEWAY ELEV ELEV j j z I I I j j 19.75' 19.75' I Io 0 co i I ENTRY 220 II 0 M HALL I I I L FJ 2x10@16"OC I wl zl U P I N _ _ FJ 11.875"560 TJI @ 16"OC I m l 1 FLUSH(2)2X12 HEADER FLUSH(2)2X12 HEADER — — — — — — — — — '� 2'0x7'6 I Q I A200 - - - - - - - - C!_ 3.5"X 11.875"APB LINTEL — — — 0J x L> COVERED I ~I WI MING 0 I o COVERED — — — 2'ox7'6 m� PORCH I I TERRACE POO ELEV � — — — 2'ox7's DINING I I 21.25' PORCH i — — CL i co w ELEV 21 .5' 2'0x7'6 L_ - - - - - - - - - - J L_ - - - - - - - - - - -1 FLUSH 7"x 11.875"APB UNDER WALL ABOVE FLUSH 7"x 9.25"APB BEARING WALL FJ 11.875"560 TJI @ 12"OC 3'0x7'6 X FJ 11.875"560 TJI @ 16"OC ELEV ELEV rn 0 0 2'6x7'6 2'6x7'6 21 .25' I I 19.5' SEAL GARAGE MUDROOM — `� LAUNDRY W �� Izl A 13 co I —co - — I I 220 = _ POOL I Ito POOL BATH I EQUIPMENT — — z 1 LL STUDY Q I KITCHENca FJ 11.875"560 TJI @ 16"OC ARCHITECT FLUSH TRIPLE 11.875"LVL ` I JEFFREY SANDS IIIII - - - - - - - - - - ARCHITECT �— — — — — — — — — ---) �— 11.875"LVL LINTEL — — � 6 EVERGREEN LANE EAST QUOGUE, NY 11942 PHONE 631.375.5997 FAX 631.576.8916 EMAIL:JEFFCJSA-NY.COM PROJECT DOG RUN ELEV FIRST FLOOR HEADERS PETERS 19.5' TYPICAL EXTERIOR Wlrvy ,( .N. ELEV RESIDENCE TYPICAL INTERIOR DOp�SD (SMOKE DETECTOR 19.5 2000 PARK AVENUE MATTITUCK NEW YORK DRAWING TITLE SECOND FLOOR JOIST PLAN 4 sh� SCALE DATE A210 4 -0" 2-21-2022 DRANING NUMBER 2 c D A230 A230 IIIIIIIIIII (Ibj�IIIIIIIIII'I I'--�I I--(-- inKI I�.,,—M�'II!'I--G`M—i_D�IIa"IoS�NnI', I —N,`�7I"i_711,I'�d�- I --II-----�-------_—!——-----I------- ------I-------�----------—---—=---O---222-----11-1--—II7 --221-"-11-98- II�II(IIIii�I 1III IIs13I'2-'-11"1 1i I"( �''I I0 aN 14_' 8'"-421„„°o o D SCODQ -36'�+ 36'-3" N. 6'-13" 14'-01. II 2 3,-1 X-6 auI ---------zC14--- -------- K14 3 2" b, "It 1 T-11" 9'-7" 2'-11" �511 1 511, 2 2 13�' TH e� —cn 03 .................. 263 C"4 rn 12'60'15 BEDRO M 00 BEDROOVI '-,I, co 001 iKe ti 204 C> rn 202 1 (n r- - 04 X -E] 31- 32 F- C`4 31. 3 1. 2 2 2 5'-8- 3'-11"— 33 S-1 4 4 5'-7" 3 4 CN r C14 D r ----------------------- 7 -1 7 2'8x7'6 1-4 04 2 8x7j6 C', —j" —IC4 -1 In C C) 1 J I LOSET CLOSET 2 ii I - - --------------- 61 F -71 6,_1a 1 LL 2' 2' 2 CL 7 STAIR 25-11" LANDING IIIII B 11714 "IC-4 SII�KI oaM Lr) In 2 -1 - 201 -I A220 co E 1 00 2 51 \32" �IN 2 —KN KN BEDROOM A21 0 u') �I-Orn SET 205 11 C-4 ---------------- 1206 'I C3 x to 1C*4 Lr) El -0" 4'-0"- ca 1, 15-72 U-) lb 4' 2420-0 20-04 14714 LO 00 4'-5 12'8x7 5'" '47 2 6 "r� -r_ --T�T.--, 7 225 C L x �N LO GARAGE 001 J2 1-4 CL ----------- E 1 16-8-2022 00 ATTIC % C14 52 2 SEAL 31" 210 3-74'-O*"'�F)" 12'-2" F-7 6'-10" U2 7 "A 214 -------------- 2118 A i 3 2 A220 U.) 2'6x7'6 1 j, BATH 1. 1 "C14 r�2 r-) 207 L _j BA 31% 2 J, -691 21 80,9 ----------- 209 K'4 ARCHITECT c14 IC14 10 3--o', 41 BEDROOM JEFFREY SANDS T- - ------ -- - F7 208 ARCHITECT In c14 7 C14 -c-4 6 EVERGREEN LANE I IIII iI ==F-= 4" r I r r r EAST QUOGUE, NY 11942 PHONE 631.375.5997 23 22 --- ----- -- 22 211 -- - ------- 210 - FAX 631.576.8916 CSDO CO DETECTOR EMAIL:JEFFCa JSA-NY.COM SMOKE DETECTOR 81-1011, 8'-101" PROJECT 2 3,_4„ 4,_1 2 3'-3" 2 4'-7" 25-11" 17'-6" 341-9'1 1,1'-6" PETERS 79'-8" RESIDENCE 2000 PARK AVENUE L L MATTITUCK NEW YORK DRAMNG TITLE 4 A210 6L 4 SECOND FLOOR �d I yltq,��t V:t- PLAN SCALE 2-21-2022 DATE DRAWNG NUMBER A200 u') IP04 r 114;00"7 r r 7" N ,"� 2 Y2 �L c A200 D A230 A230 -------- - --- -------- LLL� II ! J RR 2x10 @ 16"OT n A 71 1 RR2x8@16"OC 219JQ2x 1 d 6`6d'-�cj �c �� BEDROW 26'7"6 BEDRODM p 202 204 — 218 =E] D RR 2x8 @ 16"OC N�— F D III 111f D 2'8x7'6 FULU CLOSET CJ 2x 10 @ 16"OC ---------------------- ------------ BEARING WALL 2'8x7'6 BEARING rt ------ HDR(2)2X12 SWIR CL —------ LADING rB 201 I A220 FLUSH DOUBLE 0 3 zo 11.875"LV BEDROOM f A21 0 0 a ! ! jI !i I I'. „ �Ii'I' ''II' 0 PLOSET 205 206 (.0 w SD CUO Ii 2: > OPEN TO BELOW. @ to L k oo LL l2'8x7'6 1/U 1'8 X131 6 BEARING WALL BEARING WALL V 2'4x7'6 co I �i I 1� � II --------- ---- 2 -------------- 0(6 16"OC 25 CJ 2xi GARAGE RIDGE 11.875" L RR 2X8 @ 16"OC ATTIC 00 2 6-8-202 210SEAL of rAVII I I I 208 N 2'6x7'6 IiIII ,I!Il'II I!jI II.j I!I'I'i II Ii I Os0 rII'lII II I moIIIrS)III IIII)II—I iIht; ;! II II II�iIIII I'',I'IIIIIEI'I',I _I j ! --! IIIIIII BATH fe k 00 207 of B 209 09 13 ---------------- --------- U- x 04 u- ARCHITECT L JEFFREY SANDS RR 2x8 @ 16"OC 2'6xr6 9 L CJ 2x10 @ 16"dC 208 A RCHITECT d 6 EVERGREEN LANE Li . EAST QUOGU-E, NY 11942 L. PHONE 631.375.5997 FAX 631.576.8916 CO DETECTOR EMAIL:JEFF@JSA-NY.COM SD SMOKE DETECTOR SECOND FLOOR HEADERS TYPICAL EXTERIOR WINDOWS:(2)2XI0 U.O.N. TYPICAL INTERIOR DOORS(2)2X10 U.O.N. PROJECT PETERS RESIDENCE 2000 PARK AVENUE L L MATTITUCK NEW YORK DRAWING TITLE 4 A21 o SECOND FLOOR CEILING PLAN SCALE DATE 2-21-2022 DRAWING NUMBER 2 C A200 p A230 A230 0 11 12 li TCI II 112.12 PITCH j IIID I1I I', I C 2:1 PI IH ' I I I , ----------------------- I III I I I I I I S I II I'IjIII�IiI,Ii;ILI'I1,IIIiI:''ti i'IIi��It;, (lI,IiIiI I1IIIIi1lI•II1I I'IIIII11IIl —. --�--------kR, 5:1 5:12 PITCHII I— ----- -- -------—---—_---_I — � ---�-------IiIIIIIIII�IIIIIIIIIIIII - 1-- ►II—IIIIIlIIIIIIIlIIiIIIIII _iI -- ----- ---/-I1 ---— --- ---- ---------------------—--- _2---------:--1--- ---2---------P-------_--I--_T---------C--------- Ll -----H3.75:12 PITCH 12:12 ITCH 12 —----------- ------ -- ---------------------------—------------ ---— --------- -----------—--------- --—------------------------—---- ---------------- ------- -------- --- ------- — -- ---- rB AA222200 N N A 2 1 0 12:12 PITCH 12:12PITCH CN 12:12 PITCH 12:12 PITCH � 5'A2 6—��y A�8 ��—'2••...,.:0' �<•"2'%l,>- .2 SEALU A ell, 12 PITCH 5:12 CH 2:12 PITCH 5 12:12 P IT 12:12 PITARCHITECT JEFFREY j. ^S�f_ A' `N D�'r> , : — !` ` i � � S ARCHITECT 6 EVERGREEN LANE EAST QUOGUE, NY 11942 PHONE 631.375.5997 12:1 FAX 631.576.8916 EMAIL:JEF a SA-NY.COM PROJECT PETERS RESIDENCE 2000 PARK AVENUE L L MATTITUCK NEW YORK DRAWNG TITLE 4 ROOF PITCH PLAN t vi /li , SCALE DATE 4l}=j'-011 12-21-2022 DRAWNG NUMBER 2 c A200 p A230 A230 0 -RR- -'2x—c1--0-0--- @ 1-6 6 OI-IIIiC-C-__!I"' -- ------�I(III-�!-I-IIII:�-i►I----I--�I!'II I— !II I -IlIi6ti IIII�-- I—-- Pq-! i---' @- --_- —— I Cx10 @ 16"ORR 2— TRIPLE95" V UNDER DORMER LL TRIPLE 9.5"LVL UNDER DORMER WALL 1of o ' o — _ I! III_II1Ii�II II Q Q RR 2x10 1OJ J J> wLoPORCH ROOF BELOW v 1 'RR 2x1'0 @'16"OC IIIIIIIIIII - --- -----.�I- ------_--- --_—- --- ----_- ---- — —-- -----------—--j-----I ---- ----------P----------O---------—---R---C--------- --H----R------------O-----------—O------------- --F--------BELOW ELOW MER TRIPLE 9.5"LVL UNDER DORWL 1TRIPLE 9.5"LVL NDORMER WA II p WORMER WALL TRIPLE 9.5LVL UNDER LVL UNDER DGRMERLLTRIPL 5 ,I I I ------------ _------------- -- - ----_------_---------------_— -----------------_—------—-- --------_----__--------- --- ----_---_-------- _-----------_-- .— _—_.- _ -._- .__. A2B_ -------- -------- -4 - — A210 RIDGE 14"LVL RIDGE 14'LVL R 2x10 l 10II RR 2x10@16"OC LOWROOF BELOW O ' N N TRIPLE 9.5"LVL UNDER DORMER WALL \- -4— TRIPLE 9.5"LVL UNDER D MER WALRIPLE 9.5VL UNDER DORMER WALL w !I! 2 6-8 -}1.� 8 /'-2�-�0:k, ��✓,.��.2f-_�, 2 TRIPLE 9.5"LVL UNDER DORMER ILL TRIPLE 9.5"LVL UNDER DOR MERWAL SEAL Q 6.10 RR 2x10�@�1 1. I rA W V- > TRIPLE9.5"LVL UOMER WALL PORCH ROOF BELOW J ARCHITECT LL ROOF BELOW JEFFREY Sir ^A'-9'i •- . :,�}�.f✓`;, �. N� D� �/n J� _y � � � �. � S I 11 11 LE 9.5"LVL UNDER DORMETRIPLE 95"LVL UNDER WALL WALL ARCHITECT II 2x1@ 11 RR'210@16106 Ill RRif EASTQUOGUE, NY 11942 RnRi2x10 @i1611"O1PHONE 631.375.5997— — ----- 6 EVERGREEN LANE ROOF FRAME OVER I I FAX 631.576.8916 ONTO GARAGE RAFTERS I EMAIL: JEFF@JSA-NY.COM PROJECTPETERS RESIDENCE 2000 PARK AVENUE MATTITUCK NEW YORK DRAWNG TITLE 4 A210 ROOF RAFTER PLAN SCALE DATE "=1+ -21-20224 -0 G NUMBERILI" t:. I 7-25-22 R1 CEDAR ROOF CONSTRUCTION: RED CEDAR SHINGLE ROOF 5-6" TO THE WEATHER OVER CEDAR BREATHER, LUESKIN AND J" CDX T&G PLYWOOD ON 2X10 ROOF RAFTER 16"OC WITH C I D AREA OF EXPOSED FOUNDATION- 236 sq. ft R-30 MINIMUM INSULATION CEDAR --12:12 RED BRICK AREA OF BURIED FOUNDATION 2037 sq. ft -------- G I I CHIMNEY VENEER PITCH 7-25-22 12-12 (TOTAL AREA OF FOUNDATION 2273 sq. ft) T 1 1 77 �-PITCH CEDAR t ---SH ING I -T CEDAR SHINGLE WALL CONSTRUCTION: __R I- T &0 R N I - CEDAR SHINGLES S (ROYALS) 5-15" TO THE WEATHER OVER 5-:12-PITCH -12 -PITCH LUESKIN AND CDX T&G PLYWOOD ON 2X6 WOOD STUDS 16"OC WITH R-21 MINIMUM INSULATION L L. 061 I T_ J T 07 05 7 fl-F ITT71 �_JYL I STANDING SEEM METAL PORCH ROOF T _T��Z ........ LL 11- 30 LL] 89 1 1 j I A25) LLJ 05TT-1 28 06 1 1 09 1 1 1 T-_ r Aj 09 0 107 1208 1 1 @0 @ _T__L 7-� 7 1 1 I T 17 r NATURAL GRADE NATURAL GRADE r SOUTH ELEVATION I- 7-25-22 r __ TTS S DE ) R1 ( WATER L i CEDAR ROOF CONSTRUCTION: RED CEDAR SHINGLE ROOF 5-6" TO THE WEATHER OVER CEDAR BREATHER, HENRY BLUESKIN AND J" CDX K RAFTER 16"OC WITH _12:12 r_1 T_iI LI -PTTCH R-30 MINIMUM INSULATION PITICFF— '#T T T_ ------------ I- I i =5-12-PITCH J 25 2 UAN M-PTTCH SEAL L 415- I 1 T, r. 5:12 PITCH _.T_j -F-,-1 12:1 6i ftc _ PITC :1 f2 HI Q7 �T_ 1- Ly F1 11 201 T ARCHITECT _L_�_ � 1 -� .C�._ - � � - � O I- �i-- I--,� - - -I' - ---- � �0 JEFFREY SANDS _ —LARCHITECT 4-1 6 EVERGREEN LANE PHONE 631.375.5997 I i j 1 FAX 631.576.8916 `7 ------------ EMAIL: JEFF@JSA-NY.COM lul I T ICEDAR SHINGL I _T! I I I I I ii J 11 tt�_ I I I EAST QUOGUE, NY 11942 75 12 -1, _- T� 2:12 PITCH 1 IF I I I in F7 SIDING 11 l- F I J _TT i z __-1, 1 1 L F -1 7 X11 I� __ J_ PAIN PETERS T 103 WHITEY ,Yl J I Ill _T__ 1- T LI It III 1 KLL11 RESIDENCE TRIM -I I I T L-T-! 11 1 - 2000 PARK AVENUE _4 21 2 _T� 105 ' 0 7 MATTITUCK Tl� NEW YORK DRAWING TITLE tj BLUESTONE � --i; TI -T-- _T NATURAL GRADE ELEVATIONS RED _F l i { BRICK T _F i i i t POOL _F EAST ELEVATION 2- SC&E DATE Fj L-1 111=11-011 7-20-2022 L__J 4 'vi CEDAR SHINGLE RE WALL ""TR 67H E WEATHER" To T WE HENRYY BLU ESKI AND CDX RAFTER 1 6�OC WITH -F 4=� CONSTRUCTION: - CEDAR SHI NGLES (ROYA S) 5-15' To THE WEATHER OVER HENRYH N Y 8 S 5� X E R LU E KI N AND a CID T'&G PLYWOOD ON 2X6 Woo S 1 OC W 1 M UM SU TI 0 D STUD 6 WITH R 2 MINIMUM INSULATION N DRAWNG NUMBER - ---------------- ------ - r L_J-�= ————— ———— L J L L__J N/ CEDAR ROOF CONSTRUCTION: RED CEDAR SHINGLE ROOF 5-6" TO THE WEATHER -25-22 OVER CEDAR BREATHER, HENRY BLUESKIN AND J" CDX R1 T&G PLYWOOD ON 2X1O ROOF RAFTER 16"OC WITH R-30 MINIMUM INSULATION -7-7 -T- 77- J 217 ----------- T -__-- 219 218 1 =-- _ 1.. [ — ---____,�_ __ I- -T= -.� ____— .— - ------------- -17 ---------- T� I-J I I -FT T LL@ [E- 7-25-22 R1 -T-T'Fi I L1 1 I1 -T- i - - � Tom- CEDAR SHINGLE WALL CONSTRUCTION: -T 14 1 Iii 1 1 CEDAR SHINGLES (ROYALS) 5-6" TO T-1 p--T,- I THE WEATHER OVER HENRY BLUESKIN co -I I T T-T T AND J" CDX T&C PLYWOOD ON 2X6 7-T -7 WOOD STUDS 16"OC WITH R-21 MINIMUM I-Y INSULATION I NNU YT- TyTy L IT T I I I 1 11 I T 1 f F-1 T4 I TrI- I I I I I I I I I I I I 1 1 1 1 1 L 1-[T I 1, L r I I -Y, T T 1 1 1 0 +11�-=, 1--.-- - I I I IT, t 4Ty1VTI !T I�TIHT`T-Yj V -T'- T =[ T- NATURAL GRADE I NATURAL GRADE NORTH ELEVATION 3- ( FRONT SIDE ) E i 1-._I I CEDAR ROOF CONSTRUCTION: RED CEDAR SHINGLE ROOF 5-6 TO THE WEATHER ---------------------- ------- OVER CEDAR BREATHER, HENRY BLUESKIN AND J" CDX T&G PLYWOOD ON 2X10 ROOF RAFTER 16"OC WITH CEDAR SHINGLE WALL CONSTRUCTION: R-30 MINIMUM INSULATION CEDAR SHINGLES (ROYALS) 5-6" TO THE WEATHER OVER HENRY BLUESKIN T j- �-F, I-, J I --- ------- .----5:-12-PfTCH 77 AND J" CDX T&G PLYWOOD ON 2X6 7-25-22 WOOD STUDS 16 OC WITH R-21MINIMUM -j 17� 7-25-22 SEAL INSULATION t I IJ I I I I ANDERSEN 400 SERIES WINDOWS AND I Lj DOORS (WHITE) T 1 11 1 1-YI'- T j I- Tri -T -T T�r L I I j Y1`1 -t F I,I 1 -1 Jj I I 7-1 -Ty T A —LL 210 ARCHITECT Lj F J I -FT rT, I I j 7 JEFFREY SANDS T I L I. t I ARCHITECT -1 7- L I j E I- F F 'T U-i 1-y-I F T6 EVERGREEN LANE F 1 -1 1-, �-T J I I ITL U- EAST �UOGUE, NY 11942 I F 1 2:12 PITCH Lj y LIL LI I I PHONE 631.375.5997 c14 7 Ln F� I T1- v -F-T I EMAIL: JEFF@JS�I FAX 631.576.8916 A-NY.COM • T I-T I i J I I [ j I j 1 PROSECT T�_yT 'J 11 T -T--!T 11 11 1 11 1 1 11 TY-1 -T-IT T�41 E WHITE PAINTED PETERS T Tj I- L. I hl L 10X10 SQUARE COLUMNS t -- ... - I - - H T T I ITT I �Fl L RESIDENCE I---L Li L-I 112Y- 11, 11 L I ill 110 I S F FI L I- T I I Ti 1141- L 113 I T TY T I- T F I I I I I- Jif 1 2000 PARK AVENUE `�T I iji W-10" MATTITUCK I NEW YORK 121-0" J TL I I Lj I I-1--lj--Li- T Iq T �yl i I I I I I DRAWING TITLE I I I- - I J ! - 4-4--j BLUESTONE I-I- T,1-j T- I I-'I -TYYTYTITY� I I I I I I FYTLT� LFY NATURAL GRADE ELEVATIONS ' ' I I ' ' POOL WEST ELEVATION 4I1 I 1 - SCALE DATE Fj-L-I 111=11-olf 7-20-2022 L—-J 4 1 DRAWING NUMBER A t I CEDAR ED THE WEATHER F W T OVER BLUESKIN AND DX & 1 "OC WITH G 6 TH fRT dYj I L TL L. El f ----- ---------------------- ----- ---- -- L.--J I 14" LVL RIDGE CEDAR ROOF CONSTRUCTION (9 PITCHt 12:12 12:12 RED CEDAR SHINGLE ROOF 5-6" TO THE WEATHER PITCH PITCH OVER CEDAR BREATHER, HENRY BLUESKIN AND B" CDX 7-25-22 T&G PLYWOOD ON 2X10 ROOF RAFTER 16"OC WITH R1 I R-30 MINIMUM INSULATION 5:12 PITCH 00 �� // \\ ��\\ 2Xr 5:12 PITCH (+23'-7.25" RIDGE) 10 Rte@ R@ rs" CEDAR SHINGLE WALL CONSTRUCTION: 12:12 2X1 /j'� // I `\ ��\\ o� CEDAR SHINGLES (ROYALS) 5-6" TO THE WEATHER OVER PITCH �� // `\ ��\ HENRY BLUESKIN AND e" CDX T&G PLYWOOD ON 2X6 \ WOOD STUDS 16"OC WITH R-21 MINIMUM INSULATION 2X10 CL @ 16"OC \ 12:12 `\ 5:12 PITCH PITCH \ \ 16 BATH 1 BEDROOM BA\TNS\ �o� GAR GE o \ ATTIC ` � ��� 2:12 PITCH p +10'-8" FF �� �' N \ SRR@1600 V 2X / FJ 11.875"560 TJI @ 16-OC \ 4 � (+9'-9" FF) — L—— FJ 11.875"560 TJI @ 176C 1" 11.875"LVL LINTEL 34 34" I 34" AT SIDE SPANS KITCHEN POOL STUDY MUDROOM / GAR GE 11'-10" BATH LAUNDRY °° I o DATUM 0'-0" ELEV-21.5"AMSL FF ELEV: 19.65"AMSL FJ 11.875"560 TJI @ 16°oc I _2E ELEV: 19.5"AMSL 77 10 i I d- d- POOL 10" WIDE POURED CONCRETE F I o FOUNDATION BOTH WITH #4 BR WAYS ON 22W AN I BASEMENTCn x 12" POURED FOOTING WITH (4) #4 CONTINUOUS REBAR AND #4 ` TRANSVERSE BARS AT 24" OC ON I UNDISTURBED SOIL SECTIONA- r R302.13 Fire Protection of Floors I Floor assemblies that are not required elsewhere In this 4" PC SLAB WITH °' ° code to be fire-resistance rated, shall be provided with a 6x6-N 1.41.4 WWM 1/2-inch (12.7 mm) gypsum wallboard membrane, ON VIP,GIN SOIL OR 5/8-inch (16 mm) wood structural panel membrane, or COMPACTED FILL equivalent on the underside of the floor framing member. Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall (+29'-7.25" RIDGE) 14" LVL RIDGE be permitted. 14" LVL RIDGE �� 14" LVL RIDGE 7-25-22 Ile R1 CEDAR SHINGLE WALL CONSTRUCTION: 0//r \Q CEDAR SHINGLES (ROYALS) 5-6" TO THE WEATHER OVER R1 7-25-22 / / \ HENRY BLUESKIN AND " CDX T&G PLYWOOD ON 2X6 - �. SEAL 2X10 CL @"l 6"08 / / \ WOOD STUDS 16"OC WITH R-21 MINIMUM INSULATION , 01 METAL ROOF CONSTRUCTION: ` GRAY STANDING SEAM METAL ROOF OVER HENRY I r� / \ BLUESKIN AND r CDX T&G PLYWOOD ON 2X10 ROOF " `\ RAFTER 16 OC WITH R-30 MINIMUM INSULATION I <`0,'� r.,'>> /ORAFTER �� f LOSET STAIR LANDING LCNNGE t Or C14 ARCHITECT JEFFREY SANDS / \ r T (+10'-8" FF) \M. \ \ 2xeRR iL I A6 R RGHREENLC / FJ 11.875"560 TJI @ 16"0C -— ——— - \ o @ lg"OC EAST QUOGUE, NY 11942 ————— I PHONE 631.375.5997 ---- - I FAX 631.576.8916 ————— I EMAIL:JEFF@JSA-NY.COM 7"X14"APB LINTEL ----- AT CENTER SPAN I PROJECT 00 LIVING ROOM 1 COVERED PETERS I477) ENTRY PORCH RESIDENCE 4" 4• HALL 2000 PARK AVENUE DATUM 0'-0" 5'-7" MA TITUCK _ _ ;r, ELEV: 21.5"AMSL FF NEW YORK It i' FJ 11.875"560 TJI @ 16 0C — — DRAWING TITLE ELEV: 19.65"AMSL N J. I 6". '°" '�--- -�' SECTIONS 9 CD e 1 — Orr POOLI 10" WIDE POURED CONCRETEI - 1-FOUNDATION # -L �. SECT 0 N B r �, o REBAR AT OC BOTH WAYS -1 I BASEM EN TZ ON 22"W x 12" POURED 00 �- FOOTING WITH (4) #4 CONTINUOUS REBAR AND #4 DATE TRANSVERSE BARS AT 24" OC scALE�„_1 _0" 2-21-2022 ON UNDISTURBED SOIL s I DRARING NUMBER O 4" PC SLAB WITH 6x6-W 1.41.4 WWM ON VIRGIN SOIL OR COMPACTED FILL I F_ 2000 PARK AVE - EXTERIOR WINDOW & DOOR SCHEDULE CEDAR ROOF CONSTRUCTION; SIZE-MODEL MANUFACTURER MIN. RO TYPE REMARKS 0 RED CEDAR SHINGLE ROOF 5-6" TO THE WEATHER OVER CEDAR BREATHER, HENRY BLUESKIN AND " CDX 601 3'—o"W X 7'-6"H -- -- ENTRY DOOR N T&G PLYWOOD ON 2X10 ROOF RAFTER 16"OC WITH B 20 CW24 ANDERSEN 6'-0i"W X 4'-O�"H CASEMENT EGRESS COMPLIANT T -_ - -_ - R-30 MINIMUM INSULATION CW14 ANDERSEN CASEMENT EGRESS COMPLIANT -------- ----...------ ---- --__---- _ — -- - _-------------_------- ---- ---- ------ - 03 - ------ - ------- - __ --- - --- ----- - -____ - - -- --------------- -------------------------- 101 TW2446 ANDERSEN 2'-6j"W X 4'-8j"H DOUBLE HUNG __-- - _ __— 7-25-22 O102 TW2446 ANDERSEN 2'-6 "W X 4'-8 »H DOUBLE HUNG --- -- - - _---- ------------ ------ ----_ ,- „ ,- n AWNING -_ -- PITCH-- - i �1 - 12:42 103 AXW31 ANDERSEN 3 0 W X 3 0 H _ - --- - - - - - _ - _ PITCH - - - - - - - - 104 TW210510 ANDERSEN 3'-01"W X 6'-0g"H DOUBLE HUNG z - _SHINGLE=== - _ - OOFTNG - - - --- -- - - - 105 TW210510 ANDERSEN „ DOUBLE HUNG ,=s-, -- --- _-- _ 1 _,i.._ -. -------------____-___ - -___ -- - - ---3:fi2=PITC----- -- - - ------- 1 I -__-_- - _- ___=--___ - -- _-_---_- - --- - - -- -- - -- --- 106 FWG60611L ANDERSEN 6'-0"W X 6'-11"H SLIDER _ - _ _- -T� _ T` 512--PITC - - _ 06 FWT6016 ANDERSEN 6'-0"W X 1'-6 "H TRANSOM - _ - 107 FWG60611R ANDERSEN 6'-0"W X 6'-11"H SLIDER r __ r - 0� FWT6016 ANDERSEN 6'-0"W X 1'-6 "H TRANSOM _s= 217 216 215 --- --- - - - - 108 FWG60611L ANDERSEN 6'-0"W X 6'-11"H SLIDER _ _- I �I7__ R1 I- 1 � 7-25-22 -- _- ___- _ - - - - 08 FWT6016 ANDERSEN 6-0 W X 1 -6 'H _ - i- - - - - _)I]] _ - _ I�,__IL I_II_I . TRANSOM 1 _ - ------------ O _ j __ METAL ROOF CONSTRUCTION: 109 FWG60611R ANDERSEN 6'-0"W X 6'-11"H SLIDER --------- _E_ _ _. __ - = N G S 09 FWT6016 ANDERSEN 6'-0"W X 1'-6 "H TRANSOM --_ ( --- - METAL ROOF OVER HENRY BLUESKIN AND CDX T&G PLYWOOD ON 2X10 ROOF - S AN ING EE ME AL PORCH -ROOF-- - I -� - - ( - -� - RAFTER 16"OC WITH R-30 MINIMUM INSULATION 110 TW2442 ANDERSEN2'-6�'W X 4'-4$"H DOUBLE HUNG 111 TW2442 ANDERSEN "" DOUBLE HUNG - - 2-6� W X 4-4$ H 112 FM2776AL ANDERSEN 2'-7"W X 7'-6"H HINGED PATIO CUSTOM HEIGHT f 113 TW210410 ANDERSEN 3'-O$'W X 5'-08"H DOUBLE HUNG co _, l L A MUDROOM ; _ 114 FWH3176AL ANDERSEN 3'-1"W X 7'-6"H HINGED PATIO CUSTOM HEIGHT -I' T Tl I 125 i_1 LIS ,IN GLE-• � ' � LAUNDRY -r L LI 127 126 ) �--` - - -- 115 TW2446 ANDERSEN 2'-6$'W X 4'-8$"H DOUBLE HUNG �_ TL I '1 _ , , _ ROOM r 116 TW2446 ANDERSEN 2'-6 "W X 4'-8g'H DOUBLE HUNG -_: - I .-1,-= 1 - I E i, -� , I 1 117 9'-O"W X 9'-0"H -- -- GARAGE CUSTOM, ARCHED I _ i _ T-1_. 1-!- - -I ----- L-1 _ _ . �_ _ 0 r - f 1� I ' GARAGE CUSTOM ARCHED rL - L_- - - 118 9-0 W X 9-0 H -- -- _s:_ 1- - --= -1 � 1s 1=T=- L� - - �_ �� - - _ - - - f _ - - - NATURAL GRADE --� - - - -' T - NATURAL GRADE 119 FWH3176S ANDERSEN 3'-1"W X 7'-6"H STATIONARY DOOR CUSTOM HEIGHT 120 FWH3176AR ANDERSEN 3'-1"W X 7'-6"H HINGED PATIO CUSTOM HEIGHT 121 FWH3176S ANDERSEN 3'-1"W X 7'-6"H STATIONARY DOOR CUSTOM HEIGHTSECTION C 10" WIDE POURED CONCRETE BASEMENT FOUNDATION WALL WITH #4 122 FWH3176S ANDERSEN 3'-1"W X 7'-6"H STATIONARY DOOR CUSTOM HEIGHT REBAR AT 24" OC BOTH WAYS ON 22"W x 12" POURED 123 FWH3176S ANDERSEN 3'-1"W X 7'-6"H STATIONARY DOOR CUSTOM HEIGHT FOOTING WITH (4) #4 :,' CONTINUOUS REBAR AND #4 124 NOT USED -- -- -- TRANSVERSE BARS AT 24" OC ON UNDISTURBED SOIL 125 3'-0"X 7'-6" W/ SIDELIGHTS -- -- ENTRY DOOR CUSTOM 4" PC SLAB WITH 126 TW210410 ANDERSEN 3'-0�"W X 5-0�"H DOUBLE HUNG 6x6-W 1.41.4 WWM 5 ? ON VIRGIN SOIL OR 127 TW210410 ANDERSEN 3'-0J"W X 5'-Oj"H DOUBLE HUNG COMPACTED FILL 128 FWG30611L ANDERSEN 3'-O"W X 6'-11"H FIXED 14" LVL RIDGE 14" LVL RIDGE 28 FWT3016 ANDERSEN 3'-0"W X 1'-61"H TRANSOM 129 FWG30611L ANDERSEN 3'-0"W X 6'-11"H FIXED =_ 29 FWT3016 ANDERSEN 3'-0"W X 1'-6j'H TRANSOM - z `_:G.:"a 130 FWG30611L ANDERSEN 3'-0"W X 6'-11"H FIXEDT 30 FWT3016 ANDERSEN 3'-0"W X 1'-61'H TRANSOM R1 7-25-22 201 TW210410 ANDERSEN 3'-0 "W X 5'-Og"H DOUBLE HUNG ~�\ SEAL t' f JI r r - — `�`/ I `- �;``�''�•� TW210410 ANDERSEN 3-0 "W X 5-0jn H DOUBLE HUNG 2X10 CL @ 16"OC 03 SIC 19 TW210410 ANDERSEN 3'-Oj"W X 5-0�"H DOUBLE HUNG ".I..Y I I ✓J t n r n 04 210 ANDERSEN -08 W X 5 s DOUBLE ---r '- '- CASEMENT 205 CXW16 ANDERSEN 3'-0 1/2 W X 6 03/8 H C T :EGnRESST77-25-22 z BATH CLO ET BEDROOM . f. 0 -- AND EN T- X 6'- PIC CUSTOM �"' '__�_ ARCHITECT _ I JEFFREY SANDS O6 T7 NDERSEN nW 2' z" TRANSOM STOM SIZE M ARCHITECT 20 CXW16 ANDERSEN 3'-0 1/2"W X 6'-03/8"H CASEMENT EGRESS 777-25-221 6 EVERGREEN LANE TEAST QUOGUE, NY 11942 20 T 410 AND EN 3'-0 W X 5'-0 "H DO HUNG PHONE 631.375.5997 FJ 11.875"560 TJI @ 16"OC I FAX 631.576.8916 09 TW210410 ANDERSEN 3'-0j"W X 5'-0j"H DOUBLE HUNG EMAIL:JEFF@JSA-NY.COM 7-,-r 210 TW210410 ANDERSEN 1' Z DOUBLE HUNG 3'-08'W X 5' rH PROJECT T- Z. 211 TW210410 ANDERSEN 3'-Oj"W X 5'-0j"H DOUBLE HUNG _ I PETERS 212 TW210410 ANDERSEN 3'-0 "W X 5'-0j"H DOUBLE HUNG LIVING ROOM DINING KITCHEN RESIDENCE 213 AXW31 ANDERSEN 3'-0""W X 3'-0""H AWNING 2000 PARK AVENUE 214 AXW31 ANDERSEN 3'-01"W X 3'-O�"H AWNING T_ _.-' I NEW YORK MATTI UCK 215 DHP30410 ANDERSEN 3'-24"W X 5'-0�"H PICTURE ANDERSEN 7'-0"W X 5-02"H PICTURE CUSTOM DATUM 0'-0" DRAWING TITLE T FJ 11.875"560 TJI @ 16"OC NATURAL GRADE = -T 1 16 FWT7024 ANDERSEN 7'-0"W X 2'-42"H TRANSOM CUSTOM SIZE I NATURAL GRADE SECTIONS 217 DHP30410 ANDERSEN 3'-2j"W X 5-0j"H PICTURE 218 TW210410 ANDERSEN 3'-0j"W X 5'-0E"H DOUBLE HUNG 10" WIDE POURED CONCRETE ` SECTION D FOUNDATION WALL WITH #4 _ 219 TW210410 ANDERSEN 3'-0 "W X 5'-0 "H DOUBLE HUNG REBAR AT 24" OC BOTH WAYS BASEMENT 220 TW210410 ANDERSEN 3'-O�"W X 5-0�"H DOUBLE HUNG ON 22"W x 12" POURED co 221 " DOUBLE HUNG FOOTING WITH (4) #4 ANDERSEN D CONTINUOUS REBAR AND #4 ��q 7-20-2022 OTW210410 3-0 W X 5-0� H TRANSVERSE BARS AT 24" OC DRAWING NUMBER TW210410 ANDERSEN 3'-0j"W X 5'-0i"H DOUBLE HUNG ON UNDISTURBED SOIL I 23 TW210410 ANDERSEN 3'-0j"W X 5'-0i"H DOUBLE HUNG 4" P SLAB WITH 6x6-N 1.40.4 WWM 24 TW210410 ANDERSEN 3'-01"W X 5'-0j"H DOUBLE HUNG ON V RGIN SOIL OR 25 TW210410 ANDERSEN 3'-0j"W X 5-0�"H DOUBLE HUNG COMF ACTED FILL