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HomeMy WebLinkAbout51378-Z of SOUryo`o Town of Southold * * P.O. Box 1179 T 0 53095 Main Rd uxn.°' i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47084 Date: 05/22/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 3360 Wunneweta Rd Cutchogue,NY 11935 Sec/Block/Lot: 111.41-26.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/19/2024 Pursuant to which Building Permit No. 51378 and dated: 11/14/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with finished basement (no bedrooms in basement), covered front entry, second floor covered porch, rear raised terrace and garage attached by breezeway as applied for. The certificate is issued to: Mazi Hldgs LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-1215 2/11/2026 ELECTRICAL CERTIFICATE: 51378 08/06/2025 PLUMBERS CERTIFICATION: Auke Bu din 0 4/2025 uthori ed ign ture *of BOO,yo(o TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51378 Date: 11/14/2024 Permission is hereby granted to: M az,' HA d{ny L-La Iqq D6sxriS Lane- To: 0-*-12n cove, NJ 1 IS 4-5 construct single-family dwelling with garage attached by breezeway as applied for per SCHD approval. Premises Located at: 3360 Wunneweta Rd, Cutchogue, NY 11935 SCTM# 111.41-26.2 Pursuant to application dated 09/19/2024 and approved by the Building Inspector. To expire on 11/14/2026. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $5,602.00 CO Single Family Dwelling-New $100.00 Total $5,702.00 wilding Inspector o��oF so�ryo Town Hall Annex Telephone(631)765-1802 54375 Main Road All tic P.O.Box 1179 CA • Southold,NY 11971-0959 �Q 'COUNT`,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Duffy Address: 3360 Wunneweta Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 51378 Section: 111 Block: 11 Lot: 26.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: MIT Electrical License No: 61014ME SITE DETAILS Office Use Only Indoor 170 Basement I✓ Service F-0 Solar F Outdoor 17 1st Floor Iv Pool F Spa F Renovation F 2nd Floor C✓ Hot Tub r Generator F Survey I— Attic Garage Battery Storage (— INVENTORY Service 1 ph I✓ Heat Duplec Recpt 142 Ceiling Fixtures 12 Bath Exhaust Fan 8 Service 3 ph I— Hot Water Gas GFCI Recpt 10 Wall Fixtures 20 Smoke Detectors 5 Main Panel 150X2 A/C Condenser 5 Single Recpt Recessed Fixtures 230 CO Detectors Sub Panel A/C Blower 5 Range Recpt Gas Ceiling Fan Combo Smoke/CO 11 Transfer Switch 150 UC Lights Dryer Recpt 30AX2 Emergency Strobe Heat Detectors 2 Disconnect Switches 110 4'LED Exit Fixtures Other Equipment: Fridge, MiniFridge(4), Hood, DW(2), Micro, (2)150A Panels 30 Circuits, (2)100A Sub Panels 30 Circuit & 12 Circuit Notes: Two Story House,w/ Finished Basement Inspector Signature: X w Date: August 6, 2025 Sean Devlin Electrical Inspector sean.deviin(a)-town.southold.ny.us 3360WunnewetaHouse ' l f' Town Nail Annex . Telephone(631}765-1802 54.375 Main Road So 01d:NY 11971 1i E BUILD IN DEPARTMENT 1, +CII;TICAA . T'IN r BUild* Perm t No 4 Ot?vner 3b �:����/�✓ �P1e�,se pnnt): pnnt} I certify that the°solder used i»the water sup iy system contains less than 21I0 oft%lead 3 j: (Plumbers Signature} sworn to before::me this . Is R Notary Public, 4C County DIANNlE C VIEIRA NOTf1RY.PUBUC SLATE OF NEW Y�!(3K ' Registrafion Na b1V16442157:. QuallfteC in.Suffolk County,`, . � Comrtsslbn ExPi[es,Octoftec 11s^ Z , OF SO(/lyo� # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTIO-N [ FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ -] FOUNDATION 2ND. [ ]' INSULATION/CAULKING [ ] FRAMING /STRAPPING [ -] .FINAL ] FIREPLACE'& CHIMNEY [ ] FIRE.SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION f ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]- CODE VIOLATION [ _] PRE C/O [ ] RENTAL REMARKS: bo-I'1 S ��� •�5 1i12- �a,1� DATE o? •o? INSPECTOR. SObTyO� 51575 ` lG # TOWN OF".SOUTHOLD BUILD NG DEPT. lou � 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND " [ ] INSULATION/CAULKING [ ] FRAMING'/STRAPPING [ ] .FINAL [ ] FIREPLACE &"CHIMNEY [" ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [" ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � - �rs DATE INSPECTOR S1 J /�,`o�aOF 50UTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 000rm,��'' 631-765-1802 INSPECTION ' [ ]7FUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ vy FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] =FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE /�!/�•a INSPECTOR 9 37e ��OF SOUTyO -- - - o �a # # TOWN OF SOUTHOLD BUILDING DEPT. Vouto, 631-765-1802 INSPECTION - OUNDATIONlST/ REBAR] [ ]" ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ `] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH)_ [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: T)A )QA(z Ll I I DATE /off 30 INSPECTOR VA SOGTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 �- INSPEC [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] 0UNDATION 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: mf" W&I / l DATE I INSPECTO OF SO//T�o� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPEC ON [ ] 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 R MZKS:A - - - k -v"- - -� � - - - -- DATE INSPECTOR OF 500Tyo� # # T XF OUTHOLD BUILDI "PT. �ycou 631-765-1802 [NSPECT[ON [ ] FOUNDATION 1ST/.REBAR [ ] ROUGH PLBG. [ ]- FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [: ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION w [ ] FIRE RESISTANT CONSTRUCTION : [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS; S P i CaoAl 1 J I 1. C , 6k fn CA �4 Ce, _r 4d I �Ecl(\+ I I ' f l l J DATE INSPECTOR. pF SO(/lyolo # # TOWN OF-_SOUTHOLD-:BUILDING DEPT. 631-765-1802 INSPECTION [ -] . FOUNDATION 1ST/ REBAR [ ] GH 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: - - - - ©� ("pk Awl zv DATE 'LDy> INSPECTO ho�aOF SOUTyOIo ® V V V C-4v(� O Y * T 9■/Z`■�SOUTHOLD BUILDING DEPT. N � coutm,N 6,31776.5--1-802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION /f/ [ ] PRE C/O [ ] RENTAL REMARKS: c� Qj�lc)s v." Am 6 " . lrk<Vt &I P �0>6 l CZ V ;C7r;" C�•5 V c Jv 0' &ee f A r Y9&9:1,7 lcamed- Lv 7)A a, C toj-c � k froAt f co DATE FJ 2SINSPECTOR ho��OF SOUTyo� . TOWN OF SOUTHOLD.BUILDING DEPT. o m� 631-765-1802 - INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ (FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION j ] PRE C/O [ . ] RENTAL REMARKS: 161 q4,o,, Lw I DATE I��,y�"�'LOy� INSPECTOR GreenWorks Energy Specialists Inc. 516-967-6959 Info@HERSRating.US 3360 Wunneweta Road To pass current energy code(NY-ECCC 2020), the house was modeled to the following specifications: Insulation Foundation Walls: R-15 Fiberglass batt in 2x4 studs Framed Floors: R-30 Recommend low density spray foam Above Grade Walls: R-21 Recommend low density spray foam Sealed Attic: R-38 low density spray foam applied to underside of roof deck Windows: U <_0.30 SHGC<_0.31 It's extremely important to insulate the foundation walls and roof rafters to get all mechanical equipment and ductwork inside the thermal envelope. Mechanical Equipment Space Heating: >_95%AFUE Space Cooling: >_ 14 SEER If you plan on deviating from the specifications outlined above,please make sure to contact Green Works.Installing insulation with a lower R-value or mechanical equipment with lower efficiencies than what's specified above could result in non-compliance. Please notify us so that we can see if the model still passes current energy code. Envelope Leakage Test KTL- E-C Testing Company: Technician: THE ENERGY CONSERVATORY Name: GreenWorks Energy Specialist Inc. Name: AJ Afkham Address: 51 Avery Rd Credentials: RESNET Certificate#2946623 Woodbury , NY 11797 Email: AJ@HERSrating.us Phone: 516-967-6959 HERSrating.us Building Information: Customer Information: Project ID: 3360 Wunneweta Rd Cutchogue Name: NY Address: 3360 Wunneweta Rd Address: 3360 Wunneweta Rd Cutchogue, NY 11935 Cutchogue, NY 11935 Geo-Tag Latitude: 41.002221 Data: Longitude: -72.445311 Ti mestam p: 2025-10-31 11 :01 Measured Leakage: 0.63 ACH5 0 Leakage Target: 3.00 AC 0 Compliance with Leakage Tarjet: ass Test ID: Envelopeation Test final Purpose of Test: NY IECC 18 Env. Leakage Measured CFM50: 1,082.3 (+/- 1.4%) Effective Leakage Area: 52.8 in Building Volume: 102,453.0 ft- Enclosure Surface Area: 0.0 ftz Coefficient(C): 70.8 (+/- 11.1%) Exponent(n): 0.697 (+/-0.031) Correlation Coefficient: 0.99904 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 66 OF Post Indoor Temp: 66 OF Pre Outdoor Temp: 56 OF Post Outdoor Temp: 55 OF Altitude: 47.0 ft Time Average Period: 30 seconds Test Date and Time: 2025-10-31 11:51:53 i o Depressurize E 1 4 i ........ . _ .. 600 ca 500. 400 c 300. r _.._ m 200 Y f 100 -.._ v.;. ....__--- _..._ 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) 1 Car er Ors Energy Specialist Inc. � 51 Avery Rd, Woodbury NY 11.797 w 516-967-6959 _ 4x AM To whom it may concern: 11/06/2025 I, AJ Alkham, a certified IECC/BERS Compliance Specialist, Resnet #2946623, and ICC #9517146, was hired as a third-party verifier to perform a blower door test for a single family Home at the residence 3360 Wunneweta Rd, Cutchougue NY, for IECC 2018 Code compliance (IECC 18 Env. Leakage). On Oct,31,2025 I conducted a Multi-Point Blower Door t d thy Blow G Door numbers are well within the NY IECC 18 Env .63 A 5 ).The co m te, detailed Blower Door Test Report is attached separa o this summary, providing all technical data. Please don't hesitate to reach out directly if you have any questions or need further clarification. Regards, /v/ !Lk- GreenWorks Enei-gy Specialist, Inc. 516-967-6959 A3(c�HERSrating.us Envelope Leakage Test Test Readings: Target(Pa Bldg (a Adj Bldg a an (Pa) Flow (a Config Baseline 0.5 -60.0 -58.7 -59.5 -47.1 1,243.2 Ring A -54.0 -56.6 -57.4 -44.5 1,208.7 Ring A -48.0 -44.6 -45.3 -33.4 1,051.7 Ring A -42.0 -40.3 -41.1 -28.3 970.4 Ring A -36.0 -35.0 -35.8 -210.5 859.2 Ring B -30.0 -30.9 -31.6 -187.9 812.2 Ring B -24.0 -24.3 -25.0 -132.3 682.7 Ring B -18.0 -20.3 -21.1 -103.0 603.0 Ring B Baseline 1.0 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial#: 11725 Calibration Date: 2025-05-07 Deviations from Standard: • The interval between building pressures is greater than 10 Pa. Comments: None Report by TEC Auto Test 1.10.0 (238),©2024 The Energy Conservatory, Inc. Page 2 of 2 QUADRANT H ELASTUCHEM PERFORMANCE MATERIAL INSULATION:CERTIFICATE =uadrant Enviroseal HEC CC A&B SIDE(CLOSED CELL) MQuadrant;Env roseal No Mix OC A&B SIDE(OPEN CELL) Dinsulthane 450 No Mix 0C A&B SIDE:(OPEN CELL):: E=Insulthane Extrm:HFO HL A&B SIDE(CLOSED CELL) G-[Vatura[Polymers Therm.Light 0.4 OC A&B SIDE"(OPEN CELL) .Natural Polymers Therm 2.0 HFO WINTER CCA&B SIDE(CLOSED CELL) ,.OD NAMn0 n 10 t� + c1 `2- rY 4N' Ilo n 3 g V ire Ccw me �A`r� QUADRANT/INSU'L"'T-HANE LOTWS IGNITION BARRIER INTUMESCENT COATING: pA�'�o aoZ�B` Manufacturer Lott Batch C. �;?faO I�Unnew� Q� 108SITE DATE.OF INSTALLATION. Q ANTHONY'S INSUI-A.,- ` CORD sp.r:ay `t=oam., �cywal;l, Spackle 8: 'Pain 86 E INDUSTRY CT;:DEER ,PARK NY 11729, PHONE 631 943-8364 EMAIL; ANTHONYINSULACO,R..PAZ@GMAIL:COIVI INSTALLED BY Cep /NAB ZCIe $canned wJth CamScanne ANTH.ONY'S INSULATLON CORP. Spray.F-Oro:Drywall, Spackle:&,-paint 86."E INDUSTRY OT,:.pEER BARK NY 11729 PHONE 631-943-8364`. . :EMAIL,: ANTHONYINSULACORPAZ@GMAIL.COM. JOBSITEi 3360 WUNNEWETA RD;CUTCHOGUE NY To whom it:may concern, This letter is to verify that for the above location we installed the following DC315 material specific for Fire Resistance used to.paint over.Insulation on the Attic. The product used confirins'to meeting with'the IBC'and in Code Requirements and-its regulatigns. For;any questions aIld oT concerns.please dQ riot`hesitate to'egntad us via email:of Vla phone Regards;. carl6s:S #ez President t Scanned witfi CamScannec ' Manual S Compliance Report Job: 3360 Wunnevmta Road Date: 9116/24 'st Left By: GreenWorks ' GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.;s For: 3360 Wunneweta Road,Cutchogue, Cr l'-- • m ® o e Design Conditions Outdoor design DB: 82.2°F Sensible gain: 15399 Btuh Entering coil DB: 77.0°F Outdoor design WB: 72.0°F Latent gain: 1611 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 17010 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1324AJ1 NB+RCFN-HU2417TU+R95TA0601317MSA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 109%of load Latent capacity: 7200 Btuh 447%of load Total capacity: 24000 Btuh 141%of load SHR: 70% rt Design Conditions Outdoor design DB: 18.5°F Heat loss: 15983 Btuh Entering coil DB: 72.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer: Rheem Model: R95TC0401317MSA Actual airflow: 800 cfm Output capacity: 41000 Btuh 257%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. A Of1rright5of$' 2024-Sep-1616:14:27 Right-S dte®UnlVersal 2024 24.0.01 RSU62448 Page 1 Malakidis0360Wuueweta Road-Malakidis.rup Calc=MJ8 Frort<Doorfaces: E a � Job: 3360 Wunneweta Road Manual S CompHance Report Data: 9/16124 r'r� q Right By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.usWeb:HERSrating.us a ti For: 3360 Wunneweta Road,Cutchogue,NY 11935 Design Conditions Outdoor design DB: 82.2°F Sensible gain: 13976 Btuh Entering coil DB: 75.0°F Outdoor design WB: 72.0°F Latent gain: 1952 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 15928 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1324AJ1NB+RCFN-HU2421AU+R801TA075317ZSA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 120%of load Latent capacity: 7200 Btuh 369%of load Total capacity: 24000 Btuh 151%ofload SHR: 70% • o 0 Design Conditions Outdoor design DB: 18.5°F Heat loss: 18006 Btuh Entering coil DB: 71.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer: Rheem Model: R95TC0401317MSA Actual airflow: 800 cfm Output capacity: 41000 Btuh 228%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. 2024-Sep-16 16:14:27 �- nMurx•r�kn.i+<••,�mMM Right-Sutee Universal 202424.0.01 RSU62448 Paget keK ..:MalakldlsW60WuuiewetaRoad-MalaWis.rup Calc=MJ8 FrontDoorfaces: E fj r Manual S Compliance Report Job: 3360 Wunneweta Road Date: 9116124 2nd- drain By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.usWeb:HERSrating.us OE 3 ® '� r`; For: 3360 Wunneweta Road,Cutchogue,NY 11935 Design Conditions Outdoor design DB: 82.2°F Sensible gain: 11351 Btuh Entering coil DB: 75.0°F Outdoor design WB: 72.0°F Latent gain: 948 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 12300 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1324AJ1NB+RCFN-HU2421AU+R801TA075317ZSA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 148%of load Latent capacity: 7200 Btuh 759%of load Total capacity: 24000 Btuh 195%of load SHR: 70% o o Design Conditions Outdoor design DB: 18.5°F Heat loss: 19768 Btuh Entering coil DB: 72.0°F Indoor design DR. 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R95TC0401317MSA Actual airflow: 800 cfm Output capacity: 41000 Btuh 207%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. - - rightsas 2024-Sep-1616:14:27 AmF•v��hre no � ,:. Right-Sprite®Universal 2024 24.0.01 RSU62448 Page Malakidis\9360Wuvieweta Road-Malabdis.rup Calc=MJ8 Front Door faces: E Manual S CompHance Report Job: 3360 Wunnevota Road , Data: 9116/24 "W" nd m 9 By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.usWeb:HERSrating.us For: 3360 Wunneweta Road,Cutchogue,NY 11935 MUL Design Conditions Outdoor design DB: 82.2°F Sensible gain: 5113 Btuh Entering coil DB: 75.0°F Outdoor design WB: 72.0°F Latent gain: 651 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 5764 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer: Rheem Model: RA1418WJ1 NA+RF1 P1821 SPANJAB03417 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 246%of load Latent capacity: 5400 Btuh 829%of load Total capacity: 18000 Btuh 312%of load SHR: 70% r ON ME Design Conditions Outdoor design DB: 18.5°F Heat loss: 11299 Btuh Entering coil DB: 72.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer: Rheem Model: R95TC0401317MSA Actual airflow: 600 cfm Output capacity: 41000 Btuh 363%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. k wrights®'t' 2024-Sep-1616:14:27 M.,k•a:,w •H,R.Nc.. ,m Right-Wte®Universal 2024 24.0.01 RSU62448 Page 4 ...-Malalddis13360 WLinneweta Road-Malalddis.rup Calc=MJ8 Frord Doorfaces: E v l oP4S Manual S Compliance Report Job: 3360 Wunneweta Road Date: 9/16/24 BSMt By: GreenWorks GreenWorkS Energy Specialist Inc. Phone:516-967-6959 Email:N@HERSratirg.us Web:HERSrating.us IDD o For: 3360 Wunneweta Road,Cutchogue,NY 11935 son Design Conditions Outdoor design DB: 82.2°F Sensible gain: 10956 Btuh Entering coil DB: 75.0°F Outdoor design WB: 72.0°F Latent gain: 322 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 11278 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1324AJ1NB+RCFN-HU2421AU+R801TA075317ZSA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 153%of load Latent capacity: 7200 Btuh 2234%of load Total capacity: 24000 Btuh 213%of load SHR: 70% • 0 Design Conditions Outdoor design DB: 18.5°F Heat loss: 15786 Btuh Entering coil DB: 72.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer: Rheem Model: R95TC0401317MSA Actual airflow: 800 cfm Output capacity: 41000 Btuh 260%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. i8ldr ightso t" 2024-Sep-16 16:14:27 AM,-r rn�wh,. �<., Rigtd-SUte®Universal202424.0.01 RSU62448 Pages G�` ..:MalalddisM60 Wm eweta Road-MalaWdis.rup Calc=MJ8 Front Doorfaces: E . y cyr m-a Load ho Job: 3360 Wunnevaeta Road rt, FormDate: 9/1 S/24 ' c Entire Huse By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.us For: 3360 Wunneweta Road,Cutchogue,NY 11935 I It Htg CIg Infiltration Outside db(OF) 19 82 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/2 Design TD(OF) 54 7 Pressure/ACH/AVF 50 Pa/3.0/3184 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 24 37 ..+y_. .-, a. .,,+Y K .. .. er. et i' ` 2 .,, • ..,, v. ytiq' .:.$<'r 9.m 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 airflow 0 cfm Actual airflow 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 CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 1stRight d 1591 18006 13976 800 800 1stLeft d 1502 15983 13692 800 800 2nd-Master d 708 11299 5113 600 600 2nd-Main d 1927 19768 11351 800 800 Bsmt d 3093 15786 10956 800 800 Entire House d 8820 80841 52351 3800 3800 Other equip loads 0 0 Equip.@ 0.87 RSM 45650 Latent cooling 5485 TOTALS 8820 1 80841 51135 1 3800 1 3800 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ,,,, wrigtats®1€1t® 2024-Sep-16 16:14:27 RigYt-&Ate@ Universal 2024 24.0.01 RSU62448 Page 1 ...-MalakidlS'3360Wtnneweta Road-Malalodis.rup Calc=MJ8 FrortDoorfaces:E 5 n 'f r Load Short Form Job: 3360 Wunnewreta Road Date: 9/16124 Ist Left By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.us y 3 For: 3360 Wunneweta Road,Cutchogue,NY 11935 Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/2 Design TD(°F) 54 7 Pressure/ACH/AVF 50 Pa/3.0/3184 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1324AJ1 NB AHRI ref 8934600 Coil RCFN-HU2417TU+R95TA0601317MSA AHRI ref 7507789 Efficiency 95AFUE Efficiency 11.5 EER,14 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latent cooling 7200 Btuh Temperature rise 47 OF Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Airflowfactor 0.050 cfm/Btuh Airflowfactor 0.058 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.91 ROOM NAME Area Htg load Clg load Htg AVF ClgAVF (ftz) (Btuh) (Btuh) (cfrn) (cfm) Dining Room 164 849 926 42 54 Kitchen 461 3004 4968 150 290 Pantry 128 0 0 0 0 Mud Room 162 4233 3971 212 232 Guest WIC 123 796 113 40 7 Guest Bath 108 1773 792 89 46 Guest Bedroom 357 5328 2922 267 171 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Ak ?R96'ightsoft° 2024-Sep-16 16:14:27 „M„«4•,�,exm ,a�zo=gym- Right-Sulte®Universal 202424.0.01 RSU62448 Paget Malakidis0360WLrTeweta Road-Malakldis.rup Calc=MJB FrordDoorfaoes: E 1stLeft d 1502 15983 13692 800 800 Other equip loads 0 1707 Equip.@ 0.87 RSM 13428 Latent cooling 1611 TOTALS 1502 15983 15039 800 800 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2024-Sep-1616:14:27 Rigtrt-Sdte®Universal 202424.0.01RSU62448 Page ACCA Malalddis13360 Wmneweta Road-Malakidis rLp Calc=MJ8 Fror4 Doorfaces:E Load Short Form Job: 3360 Wunneweta Road Date: 9/16I24 1st Right By: GreenWorks GreenWorks Energy Specialist Inc. Phone*516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.us For: 3360 Wunneweta Road,Cutchogue, NY 11935 Htg Clg Infiltration Outside db(OF) 19 82 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/2 Design TD(OF) 54 7 Pressure/ACH/AVF 50 Pa/3.0/3184 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/lb) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1324AJl NB AHRI ref 8934600 Coil RCFN-HU2421AU+R801TA075317ZSA AHRI ref 7507806 Efficiency 95AFUE Efficiency 11.5 EER,14 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latent cooling 7200 Btuh Temperature rise 47 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Airflowfactor 0.044 cfrnBtuh Air flow factor 0.057 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfrn) Foyer 550 4471 2627 199 150 Gallery 78 0 0 0 0 Powder 43 0 0 0 0 Living Room 447 8535 7691 379 440 Great Room 474 5000 3658 222 209 1 st Right d 1591 18006 13976 800 800 Other equip loads 0 0 Equip.@ 0.87 RSM 12187 Latent cool i ng 1952 TOTALS 1 1591 1 18006 14139 1 800 1 800 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrig6 tsofFt, 2024-Sep-1616:14:27 k•r�� E.:,�,. .m, Right-Sdte®Udversa1202424.0.01 RSU62448 Page ACCK ..:Malakidisl9360WuinewetaRoad-Malakidis.rup Calc=MJB FrortDoorfaces: E Load hm f,=� Job: 3360 Wunnevveta Road p Date: 9116124 f 2nd- Main, By: GreenWorks Graen1P arks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.us OWN`. For: 3360 Wunneweta Road,Cutchogue,NY 11935 ® � ® e e Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/2 Design TD(°F) 54 7 Pressure/ACH/AVF 50 Pa/3.0/3184 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 24 37 Rmn HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1324AJl NB AHRI ref 8934600 Coil RCFN-HU2421AU+R801TA075317ZSA AHRI ref 7507806 Efficiency 95AFUE Efficiency 11.5 EER,14 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latent cooling 7200 Btuh Temperature rise 47 OF Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.070 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.92 ROOM NAME Area Htg load Clg load Htg AVF ClgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bedroom 2 314 2325 1857 94 131 Bath 2 66 758 555 31 39 Bath 3 66 758 555 31 39 Bedroom 3 291 4110 1882 166 133 Laundry 89 199 479 8 34 Bath 4 58 880 106 36 7 Bedroom 4 327 4659 2497 189 176 Bedroom 5 334 3581 1976 145 139 Bath 5 73 976 670 39 47 Hall-2nd 310 1523 774 62 55 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2024-Sep-16 16:14:27 •ry,„;, a n� •� Right-&Ae®Universal 202424.0.01 RSU62448 Page ACCA ...-Malakidis0360 Wunneweta Road-Malakidis.rup Calc=MJ8 Front Doorfaces: E 2nd-Main d 1927 19768 11351 800 800 Other equip loads 0 0 Equip.@ 0.87 RSM 9898 Latent cool i ng 948 TOTALS 1927 19768 10847 800 800 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Aj- 9A right.saft- 2024-Sep-1616:14:27 Right-SLjte®Universal 202424.0.01 RSU62448 Page MalakidIM360 Wtrueweta Road-Malakidis.rup Calc=MJ8 Frort Doorfaces:E ���� Short Job: 3360 Wunneweta Road r Data: 9/1 6/24 2nd m Master By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrafing.us Web:HERSrating.is t�.;;��i c s �.'. wgf,4�,i;y�•'�Mtis'�4 dz�.�.+` � �„a n-ffi 1' n % a m.%7• ",, way a� � yPf`. For: 3360 Wunneweta Road,Cutchogue,NY 11935 Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/2 Design TD(°F) 54 7 Pressure/ACH/AVF 50 Pa/3.0/3184 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1418WJl NA AHRI ref 8934600 Coil RF1P1821SPANJAB03417 AHRI ref 8636333 Efficiency 95AFUE Efficiency 12.2 EER,14 SEER Heating input 42000 Btuh Sensible cooling 12600 Btuh Heating output 41000 Btuh Latent cooling 5400 Btuh Temperature rise 62 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.117 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Clg load HtgAVF ClgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Master Bedroom 420 5971 3068 317 360 Master WIC 107 1953 765 104 90 Master Bath 181 3374 1280 179 150 2nd-Master d 708 11299 5113 600 600 Other equip loads 0 0 Equip.@ 0.87 RSM 4458 Latent cooling 651 TOTALS 1 708 1 11299 1 5110 1 600 1 600 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. FHB`®ghtSi®ft- 2024-SeFr16 16:14:27 v�i� a.n•,w,�6 o,m. co wro Rigll-Sute®Universal 202424.0.01 RSU62448 Page Malalddis0360WLrmweta Road-MalaWis.rup Calc=MJ8 FrortDoorfaces: E le r Load Short Form Job: 3360 Wunnevveta Road Date: 9/16/24 Smt By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.usWeb:HERSrating.us Ue� For: 3360 Wunneweta Road,Cutchogue,NY 11935 � d E ',?%a+a ;,t .'� +�'*v„s ,�., r ar v:�.+�'• ,�� `;'�� �� Y a�r�`'` aP+ k��, s � ` �: Ht9 Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/2 Design TD(°F) 54 7 Pressure/ACH/AVF 50 Pa/3.0/3184 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(gdlb) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1324AJl NB AHRI ref 8934600 Coil RCFN-HU2421AU+R801TA075317ZSA AHRI ref 7507806 Efficiency 95AFUE Efficiency 11.5 EER, 14 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latentcooling 7200 Btuh Temperature rise 47 OF Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Airflowfactor 0.051 cfm/Btuh Airflowfactor 0.073 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.97 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Theater 417 2690 840 136 61 Bsmt Bath 65 181 4 9 0 Rec Room 568 2379 1478 121 108 Mech 69 0 0 0 0 Bsmt Laundry 89 0 0 0 0 Storage 621 3988 1122 202 82 Mech 2 158 0 0 0 0 Cabana Bath 83 668 312 34 23 Cabana 1024 5879 7199 298 526 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Ad- @dFlrightsoft, 2024-Sep-1 6 16:14:27 �,<.•; ,h,r,.<:.. <.,...; Right-Sate®Universal2024 24.0.01 RSU62448 Page 8 Malaldc!W3360Wwneweta Road-Malalddis.rup Calc=MJ8 FrorGDoorfaces: E Bsmt d 3093 15786 10956 800 800 Other equip loads 0 0 Equip.@ 0.87 RSM 9553 Latent cooling 322 TOTALS 3093 15786 9876 800 800 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -¢ - 6A9B'Cghtsof , 2024-Sep-1616:14:27 QL RNIIaH/Mrbbin l4tho..ry Wmpe�ry Rigtd-Sprite®Universal 202424.0.01 RSU62448 Page ACCIK ..:Malalddis0360Wuneweta Road-Malalddis.rLp Calc=MJ8 Front Door faces:E evee Bill Job: 3360 Wunneweta Road Building Analysis Date: 9/16/24 Entire Huse By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirgms Web:HERSratinl For: 3360 Wunneweta Road,Cutchogue,NY 11935 b ® ® TERMS! U IN Location: Indoor: Heating Cooling MontaukAP,NY,US Indoor temperature(OF) 72 75 Elevation: 7 ft Design TD(OF) 54 7 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 23.7 37.0 Dry bulb(OF) 19 82 Infiltration: Daily range(OF) - 12 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/3184 cfm ®. Component Btuh/ftz Btuh %of load Walls 3.3 24703 30.6 Ducts Glazing 16.1, 20842 25.8 Doors 20.9 438 0.5 Walls Ceilings 1.9 6151 7.6 Infiltration Floors 1.1 3466 4.3 Infiltration 3.0 19382 24.0 Ducts 5859 7.2 Piping 0 0 Humidification 0 0 Floors Ventilation 0 0 Ceilings Adjustments 0 Glazing Other Total 80841 100.0 o ® • Component Btuh/it2 Btuh %of load Walls 0.5 3765 7.2 Walls Glazing 27.0 35009 66.9 Internal Gains Doors 8.8 185 0.4 Ceilings 0.5 1568 3.0 Ducts Floors 0.0 18 0.0 Infiltration Ceilings Infiltration 0.2 1160 2.2 other Ducts 1686 3.2 Ventilation 0 0 Internal gains 8960 17.1 Blower 0 0 Adjustments 0 Glazing Total 52351 100.0 Latent Cooling Load=5485 Btuh Overall U-value=0.144 Btuh/ft?°F, Window/FloorArea=14.7% Data entries checked. -Gp- wrlg8ats¢sf - 2024-Sep-1616:14:27 .M.. •, -^r �� Rig ht-SLite®Universal 202424.0.01 RSUB2448 Page .-MalalddW3360Wuueweta Road-Malalddis.rup Calc=MJ8 FrontDoorfaoes: E oveein" o Job: 3360 Wunnevveta Road Building Analysis Date: 9/16/24 'St Left By, GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.us • For: 3360 Wunneweta Road,Cutchogue,NY 11935 Location: Indoor: Heating Cooling MontaukAP,NY US Indoor temperature ff) 72 75 Elevation: 7 ft Design TD ff) 54 7 Latitude: 41°N Relative humidity(°o) 30 50 Outdoor: Heating Cooling Moisture difference(gr(Ib) 23.7 37.0 Dry bulb ff) 19 82 Infiltration: Daily range ff) - 12 ( L ) Method Blower door Wet bulb ff) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/3184 cfm ;r . ; � . •. . Component Btuh/ftz Btuh %of load Walls 3.5 4583 28.7 Ducts Glazing 16.1 4979 31.1 Doors 0 0 0 Walls Ceilings 1.9 1022 6.4 � � Infiltration Floors 0 0 0 Infiltration 3.0 4929 30.8 Ducts 472 3.0 Piping 0 0 Humidification 0 0 Ventilation 0 0 _ Ceilings Adjustments 0 Glazing Total 16983 100.0 • e • Component Btuh/ftz Btuh %of load Walls 0.7 976 6.3 Walls Blower Glazing 28.6 8865 57.6 Doors 0 0 0 Ceilings 0.5 260 1.7 Floors 0 0 0 Internal Gains Infiltration 0.2 295 1.9 Ducts 105 0.7 Ventilation 0 0 Internal gains 3190 20.7 Glazing " other Blower 1707 11.1 Adjustments 0 Total 16399 100.0 Latent Cooling Load=1611 Btuh Overall U-value=0.182 Btuh/ftl-°F, Window/FloorArea=20.7% Data entries checked. -4- wright s®ft® 2024-Sep 1616:14:27 C� N* - ^°•°•� Right-SUte®Universal202424.0.01 RSU62448 Paget -MalalddisW60WuvrewetaRoad-Malakidis.rp Calc=MJ8 Fror$DooriaCes: E eenWor , Building Analysis Job: 3360 Wunneweta Road Date: 9/16/24 Ist Right By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrafirg.us Web:HERSrafing.is For: 3360 Wunneweta Road,Cutchogue,NY 11935 ilq! ® e Location: Indoor: Heating Cooling MontaukAP,NY,US Indoor temperature(OF) 72 75 Elevation: 7 ft Design TD(OF) 54 7 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 23.7 37.0 Dry bulb(OF) 19 82 Infiltration: Daily range(OF) - 12 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding%stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/3184 cfm Component Btuh/ft2 Btuh %of load Walls 3.5 4807 26.7 Ducts Glazing 16.1 7122 39.6 Doors 0 0 0 Walls Ceilings 1.9 28 0.2 Infiltration Floors 0 0 0 Infiltration 3.0 5528 30.7 Ducts 521 2.9 Piping 0 0 Humidification 0 0 other Ventilation 0 0 Adjustments 0 Glazing Total 18006 100.0 �m Component Btuh/112 Btuh %of load Walls 0.7 1024 7.3 Walls Glazing 23.4 10380 74.3 Internal Gains Doors 0 0 0 Infiltration Ceilings 0.5 7 0.1 , Other Floors 0 0 0 /' n # Infiltration 0.2 331 2.4 Ducts 114 0.8 Ventilation 0 0 Internal gains 2120 15.2 Blower 0 0 fr , Adjustments 0 Glazing Total 13976 100.0 Latent Cooling Load=1952 Btuh Overall U-value=0.124 Btuh/ft?°F, Window/FloorArea=27.9% WARNING:window to floor area ratio=27.9%-more than 25%. -pp- righ t-sm ' 2024-Sep-16 16:14:27 RM•,.<e,• a^�^ram^^r Right-Sdte®Universal 202424.0.01 RSU62448 Page Malalddisl9360 Wun eweta Road-Malal idis.rup Calc=MJ8 Front Doorfaces: E ������ Analysis Job: 3360 Wunnewata Road Date: 9/16124 2nd a .Main By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrafing.us Web:HERSrating.us For: 3360 Wunneweta Road,Cutchogue,IVY 11935 Location: Indoor: Heating Cooling MontaukAP,IVY,US Indoor temperature(°F) 72 75 Elevation: 7 fit Design TD(OF) 54 7 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 23.7 37.0 Dry bulb(OF) 19 82 Infiltration: Daily range(OF) - 12 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/3184 cfm k ' ; tl3 Component Btuh/ft2 Btuh %of load Walls 3.5 4501 22.8 Ducts Glazing 16.1 4117 20.8 Walls Doors 0 0 0 Ceilings 1.9 3730 18.9 Floors 1.9 40 0.2 Infiltration 3.0 4695 23.8 Infiltration Ducts 2684 13.6 Piping 0 0 A` a Humidification 0 0 Glazing Ventilation 0 0 Other Adjustments 0 Ceilings 'total 19768 100.0 Fa M Component Btuh/ftz Btuh %of load Walls 0.7 959 8.4 Walls Internal Gains Glazing30.3 7782 68.6 Ducts Infiltration Doors 0 0 0 Other Ceilings 0.5 951 8.4 Ceilings Floors 0.2 5 0.0 Infiltration 0.2 281 2.5 Ducts 874 7.7 P Ventilation 0 0 Internal gains 500 4.4 Blower 0 05 Adjustments 0 Glazing Total 11351 100.0 Latent Cooling Load=948 Btuh Overall U-value=0.269 Btuh/ftz-°F, Window/FloorArea=13.3% Data entries checked. - - rlshto¢o , 2024-Sep-1616:14:27 n«,> �^=t^_•^• m ^> Right-State® 9 Universal 2024 24.0.01 RSU62448 Page 4 ...-MalalidisM60Wunneweta Road-Malalddis.rup talc=MJ8 FrordDoorfaces: E G,roenWorks BuildingAnal Job: 3360 Wunneweta Road Analysis Date: 9/16/24 2nd_ Master By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.usWeb:HERSrating.us For: 3360 Wunneweta Road,Cutchogue,NY 11935 Location: Indoor: Heating Cooling MontaukAP,NY,US Indoor temperature(OF) 72 75 Elevation: 7 ft Design TD(OF) 54 7 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 23.7 37.0 Dry bulb(OF) 19 82 Infiltration: Daily range(OF) - 12 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/3184 cfm e • Component Btuh/ftz Btuh %of load Walls 3.5 2667 23.6 Ducts Glazing 16.1 2218 19.6 Walls Doors 20.9 438 3.9 Ceilings 1.9 1371 12.1 Floors 1.9 117 1.0 Infiltration 3.0 2804 24.8 Infiltration Ducts 1683 14.9 Piping 0 0 Humidification 0 0 Glazing �F ` Ventilation 0 0 Adjustments 0 Other Total 11299 100.0 Doors Ceilings m ® oBIN Component Btuh/ft2 Btuh %of load Walls 0.7 568 11.1 Glazing 23.7 3281 64.2 Walls Ducts Infiltration Doors 8.8 185 3.6 Other Ceilings 0.5 350 6.8 " � Ceilings Floors 0.2 13 0.3 rt, Infiltration .0.2 168 3.3 rt Doors Ducts 548 10.7 Ventilation 0 0 Internal gains 0 0 Blower 0 0 Adjustments 0 Glazing Total 1 5113 100.0 Latent Cooling Load=651 Btuh Overall U-value=0.229 Btuh/ft2°F, Window/FloorArea=19.5% Data entries checked. -fp- o enva- ht ®f - 2024-Sep-1616:14:27 ^�•*• ecg a ^•�^ Right-SLrite@ Universal 202424.0.01 RSU62448 Page MalakidisUMOWLrrewetaRoad-Malalddis.rup CaIc=MJ8 FrortDoorfaoes: E V11za" Building Analysis Job: 3360 Wunneweta Road SA Date: 9/16/24 Rant By: GreenWorks GreenVN®rks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.Ls For: 3360 Wunneweta Road,Cutchogue,NY 11935 Location: Indoor: Heating Cooling MontaukAP,NY US Indoor temperature(°F) 72 75 Elevation: 7 ft Design TD(°F) 54 7 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: beating Cooling Moisture difference(grAb) 23.7 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range(°F) - 12 ( L ) Method Blower door Wet bulb(° ) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/3184 cfm Component Btuh/ftz Btuh %of load Walls 2.9 8145 51.6 Ducts Glazing 16.1 2408 15.3 Infiltration Doors 0 0 0 Ceilings 0 0 0 Floors 1.1 3309 21.0 Floors Infiltration 3.0 1426 9.0 Walls Ducts 498 3.2 Piping 0 0 :$ Humidification 0 0 ' Ventilation 0 0 Adjustments 0 Glazing Total 15786 100.0 e ® Component Btuh/ftz Btuh %of load Walls 0.1 237 2.2 Walls Glazing 49.0 7349 67.1 Doors 0 0 0 Internal Gains Ceilings 0 0 0 Floors 0 0 0 Infiltration 0.2 85 0.8 Ducts 134 1.2 Ventilation 0 0 Other Internal gains 3150 28.8 Blower 0 0 Glazing Adjustments 0 Total 10956 100.0 Latent Cooling Load=322 Btuh Overall U-value=0.041 Btuh/ftl-°F, Window/FloorArea=4.9% WARNING:window to floor area ratio=4.9%-less than 5%. A&- verrighttS'0ft" 2024-Serr1616:14:27 aM•K•..^ Right-SlAte®Universal 202424.0.01 RSU62448 Page ..-MalalddisM60 Mm-weta Road-Malalddis.rup Calc=MJ8 Frord Doorfaces:E Gfe�nWOrk Job: 3360 Wunneweta Road T r®j��t �fU���r� Date: 9/16/24 Entire house By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email,AJ@HERSratirgms Web:HERSrating.is For: 3360 Wunneweta Road,Cutchogue, NY 11935 Notes: Weather: MontaukAP, NY US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2010 Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 74982 Btuh Structure 50665 Btuh Ducts(R-8.0) 5859 Btuh Ducts(R-8.0) 1686 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 80841 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 45650 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3((ppartial)/2 Pressure/ACH/AVF 50 Pa/3.0 T3184 cfm Structure 5090 Btuh Ducts 396 Btuh Central vent(0 cfm) 0 Btuh Heatingg Cooling Area(ftz) 8820 8820 Equipment latent load 5485 Btuh Volume(ft') 63690 63690 Airchanges/hour 0.31 0.14 Equipment Total Load(Sen+Lat) 51135 Btuh Equiv.AVF(cfm) 329 146 Req.total capacity at 0.70 SHR 5.4 ton Heating Equipment Summary Cooling Equipment Summary 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 Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - - vwrioftt soft- 2024-Sep-1616:14:28 Right-Suite®Universal 2024 24.0.01 RSU62448 Page 1 ACCK .:MalakidisW60 WuTeweta Road-Malakidis.rup Calc=MJ8 Frond Doorfaces: E ��®1��� Summary Job: 3360 Wunnevmtn Road "%' Date: 9/16/24 Ist Left By: Greenworks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.us For: 3360 Wunneweta Road,Cutchogue,NY 11935 Notes: Weather: MontaukAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2010 Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15512 Btuh Structure 13587 Btuh Ducts(R-8.0) 472 Btuh Ducts(R-8.0) 105 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 15983 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 13428 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 artial)/2 Pressure/ACH/AVF 50 Pa/3.0 3184 cfm Structure 1538 Btuh Ducts 73 Btuh Central vent(0 cfm) 0 Btuh Heaton gg Coolingg Area(ft2) 1502 1502 Equipment latent load 1611 Btuh Volume(ft3) 16518 16518 Airchanges/hour 0.30 0.14 Equipment Total Load(Sen+Lat) 15039 Btuh Equiv.AVF(cfm) 84 37 Req.total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1324AJl NB AHRI ref 8934600 Coil RCFN-HU2417TU+R95TA0601317MSA AHRI ref 7507789 Efficiency 95AFUE Efficiency 11.5 EER,14 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latent cooling 7200 Btuh Temperature rise 47 OF Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Air flow factor 0.050 cfm/Btuh Airflowfactor 0.058 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.91 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - 2024-Sep-1616:14:28 Right-Srrite®Universal 202424.0.01 RSU62448 Paget MalalddisOMOWurnewetaRoad-Malakidis.rLp Calc=MJ8 Fror2Doorfaces: E g o Project Summary Job: 3360 Wunneweta Road Date: 9/16/24 1st Right By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.usWeb:HERSrating.us For: 3360 Wunneweta Road,Cutchogue,NY 11935 Notes: Weather: MontaukAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD, 7 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2010 Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17484 Btuh Structure 13862 Btuh Ducts R-8.0) 521 Btuh Ducts(R-8.0) 114 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18006 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 12187 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0 13184 cfm Structure 1852 Btuh Ducts 100 Btuh Central vent(0 cfm) 0 Btuh Heatin Coolingg Area(ftz) 159q 1591 Equipment latent load 1952 Btuh Volume(ft3) 17502 17502 Airchanges/hour 0.32 0.14 Equipment Total Load(Seirl 14139 Btuh Equiv.AVF(cfm) 94 42 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1324AJl NB AHRI ref 8934600 Coil RCFN-HU2421AU+R801TA075317ZSA AHRI ref 7507806 Efficiency 95AFUE Efficiency 11.5 EER,14 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latentcooling 7200 Btuh Temperature rise 47 OF Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Air flow factor 0.044 cfm/Btuh Airflowfactor 0.057 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved byACCAto meet all requirements of Manual J 8th EdP 2024-Sep-1 6 16:14:28 ^ ^m Right-Sdte®Universal 202424.0.01 RSU62448 Page Malakidis\3360 Wunneweta Road-Malalddis.rup Calc=MJ8 Frond Doorfaoes: E Veanft�.. Job: 3360 Wunnewsta Road , Project Summary Date: 9/1GIN °end® [Wain By: GreenWorks 410-1 GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.usWeb:HERSrating.us For: 3360 Wunneweta Road,Cutchogue,NY 11935 Notes: , a N,.>50 1 Weather: MontaukAP,NY US Winter Design Conditions Surnmer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2010 Moisture difference 37 gr/lb Keating Summary Sensible Cooling Equipment Load Sizing Structure 17083 Btuh Structure 10478 Btuh Ducts(R-8.0) 2684 Btuh Ducts(R-8.0) 874 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19768 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 9898 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0 3184 cfm Structure 894 Btuh Ducts 54 Btuh Central vent(0 cfm) 0 Btuh Heatin Coolin Area(ftz) 10 192� Equipment latent load 948 Btuh Volume(ft3) 18302 18302 Air changes/hour 0.26 0.12 Equipment Total Load(Sen+Lat) 10847 Btuh Equiv AVF(cfm) 80 35 Req.total capacity at 0.70 SHR 1.2 ton Keating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1324AJl NB AHRI ref 8934600 Coil RCFN-HU2421AU+R801TA075317ZSA AHRI ref 7507806 Efficiency 95AFUE Efficiency 11.5 EER,14 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latent cooling 7200 Btuh Temperature rise 47 OF Total cooling 24000 Btuh Actual airflow 800 cf-n Actual airflow 800 cfm Air flow factor 0.040 cfm/Btuh Airflowfactor 0.070 cfrn/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. a'coe-6g84trsmr - 2024-Sep-1616:14:28 °^�>- � �•^ Right-SLite®Universal 202424.0.01 RSU62448 Page4 AC(>t ..:Malalddis13360 Wu neweta Road-Malakidis.rLp Calc=MJ8 Front Doorfaces:E r esa ttesr Job: 3360 Wunneweta Road Project Summary Job; 9116124 2nd- Master By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.us For: 3360 Wunneweta Road,Cutchogue,NY 11935 Notes: Weather: MontaukAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2010 Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9615 Btuh Structure 4565 Btuh Ducts R-8.0) 1683 Btuh Ducts(R-8.0) 548 Btuh Centre vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11299 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 4458 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.013184 cfm Structure 534 Btuh Ducts 117 Btuh Central vent(0 cfm) 0 Btuh Pleating Coolingg Area(ftz) 708 708 Equipment latent load 651 Btuh Volume(ft3) 6728 6728 Airchanges/hour 0.43 0.19 Equipment Total Load(Sen+Lat) 5110 Btuh Equiv.AVF(cfm) 48 21 Req.total capacity at 0.70 SHR 0.5 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1418WJl NA AHRI ref 8934600 Coil RF1 P1821 SPANJAB03417 AHRI ref 8636333 Efficiency 95AFUE Efficiency 12.2 EER, 14 SEER Heating input 42000 Btuh Sensible cooling 12600 Btuh Heating output 41000 Btuh Latentcooling 5400 Btuh Temperature rise 62 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Air flow factor 0.053 cfm/Btuh Airflowfactor 0.117 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2024-Sep-1616:14:28 .��- M° °�^ °...„.•^ Rigft-SLite®Uriversal202424.0.01 RSU62448 Page � ` ..:Malakidis13360Wuuieweta Road-Malakidis.rup Calc=MJ8 FrordDoorfaces: E � e Job: 3360 Wunnewata Road ��®��� SummaryDate: 9/16/24 ssmt By. C3reenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSra6ng.usWeb:HERSrating.us 1 0 ,' £ NO For: 3360 Wunneweta Road,Cutchogue,NY 11935 Notes: Weather: MontaukAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 72 OF Inside db 75 OF Design TD 54 OF Design TD 7 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2010 Moisture difference 37 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15288 Btuh Structure 10822 Btuh Ducts(R-8.0) 498 Btuh Ducts(R-8.0) 134 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 15786 Btuh Use manufacturer's data n Rate/swingg multipplier 0.87 Infiltration Equipmentsensibleload 9553 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0/3184 cfm Structure 271 Btuh Ducts 51 Btuh Central vent(0 cfm) 0 Btuh Heatin coolin Area(ftz) 309� 309 Equipment latent load 322 Btuh Volume(ft3) 4639 4639 Air changes/hour 0.31 0.14 Equipment Total Load(Sen+Lat) 9876 Btuh Equiv.AVF(cfm) 24 11 Req.total capacity at 0.70 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1324AJ1 NB AHRI ref 8934600 Coil RCFN-HU2421AU+R801TA075317ZSA AHRI ref 7507806 Efficiency 95AFUE Efficiency 11.5 EER,14 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latentcooling 7200 Btuh Temperature rise 47 OF Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.073 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.97 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - �aacas�g6agoM 2024-Sep-1616:14:28 Riga-SLite®Universal 202424.0.01RSU62448 Page ACCk .:MalakidisM60Winneweta Road-Malalddis.rp Calc=MJB FrordDoorfaoes: E N Lower Level PPP M qig Ti r E. z a 3 Y T $ �� �T n ✓ r„s���� �> � ,. p'7 Groh, u r � �""� ,"" ��,. � X "rr t d Nut b >' .y .✓walk s t3 r�. .p,F �� 51 � Grp :�f3a ik Job M 3360 Wunnewefa Road GreenWorks Energy Specialist Inc. Scale: 1 : 166 Performed by GreenWorks for: Page 1 Right-Suite®Universal 2024 3360 Wunneweta Road 24.0.01 RSU62448 Cutchogue,NY 11935 Phone:516-967-6959 2024-Sep-1616:14:46 HERSrating.us AJ@HERSrating.us 0Wunneweta Road-Malakidis.rup N Level t�F145dn �t�.5 m w a - p £ _. I pinry Rown - 1 $40m-. i ��4sxmnowe � F f � Y � ' Par&Ey F y Guest w`r,+ 4 - r LW--Room •j� } d m * F t y _M o -13]iUA - ky t3 - zi - 4 ,( F f 'p$W Room 0 �F �aa_ - �d sta4seE oa„ Job M 3360 Wunneweta Road GreenWorks Energy Specialist Inc. Scale: 1 : 166 Performed by GreenWorks for: Page Right-Suite@ Universal 2024 3360 Wunneweta Road 24.0.01 RSU62448 Cutchogue,NY 11935 Phone:516-967-6959 2024-Sep-1616:14:47 HERSrating.us AJ@HERSrating.us 0 Wunneweta Road-Malakidis.rup N Level bad,qm3. 1 :Eath2 `kw a I - s x v3scn NandraoEn '� 14, iv id � { l s E ; Hai 2mi f €z4 3 *.; a�CRUX j y� A I rM r s I PEt1YIIdm 9 '47 5;1Jf i i & i 3' ! sd', KSs'fr+..SdO4tfl li :3etinam4 i� �, ,� 7 S Job#: 3360 Wunneweta Road GreenWorks Energy Specialist Inc. Scale: 1 : 166 Performed by GreenWorks for: Page Right-Suited Universal 2024 3360 Wunneweta Road 24.0.01 RSU62448 Cutchogue, NY 11935 Phone:516-967-6959 2024-Sep-1616:14:48 HERSrating.us AJ@HERSrating.us 0Wunneweta Road-Malakidis.rup Duct System summ p Job: 3360 Wunneweta Road �" Date: 9116124 Ist Left By: GreenWorks GreenWorks Energy Specialist Inc, Phone:516-967-6959 Email:AJ@HERSratirg.usWeb:HERSrating.us - 11 ',... ., �.,. ®.. For: 3360 Wunneweta Road,Cutchogue,NY 11935 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.132/0.058 in H2O 0.13210.058 in H2O Lowest friction rate 0.065 in/100ft 0.065 in/100ft Actual airflow 800 cfm 800 cfm Total effective length(TEL) 290 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Dining Room c 926 42 54 0.065 5.0 Ox 0 VIFx 52.3 150.0 st9B Guest Bath h 1773 89 46 0.079 7.0 Ox0 VIFx 27.8 140.0 st9 GuestBedroom h 2664 133 85 0.079 8.0 Ox0 VIFx 17.8 150.0 st10 Guest Bedroom-A h 2664 133 85 0.080 8.0 Ox 0 VIFx 14.5 150.0 st9 Guist WIC h 796 40 7 0.076 5.0 Ox 0 VIFx 34.3 140.0 st10 Kitchen o 2484 75 145 0.076 8.0 Ox 0 VIFx 43.8 130.0 SO KdclerrA c 2484 75 145 0.066 9.0 Ox 0 VIFx 59.5 140.0 st9A Mud Room c 1985 106 116 0.075 8.0 Ox 0 VIFx 47.0 130.0 st10 Mud Room-A c 1985 106 116 0.067 7.0 Ox 0 VIFx 57.5 140.0 st10A Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st9B PeakAVF 42 54 0.065 397 5.0 0 x 0 ShtMetl st9A st9A PeakAVF 118 199 0.065 451 9.0 0 x 0 ShtMetl st9 st9 PeakAVF 415 476 0.065 606 12.0 0 x 0 ShtMetl st10A PeakAVF 106 116 0.067 434 7.0 0 x 0 ShtMetl st10 st10 PeakAVF 385 324 0.067 584 11.0 0 x 0 ShtMetl A rfightSoft, 2024-Sep-1616:14:28 nrr<n=;ox ..dwne.a, Right-&te®Universal 202424.0.01 RSU62448 Page 1 Malalddi0360W�newetaRoad-Malalfts.rup CaIc=MJ8 FrortDoorfaces: E o � Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfrn) (ft) FR (fpm) (in) (in) Opening(in) Mat[ Trunk rb1 Ox 0 800 800 88.2 0.065 652 15.0 Ox 0 ShMt -F�- V1Cr ight soft' 2024-Sep-16 16:14:28 ..,..• —, Rigft-Sdte®Udversal202424.0.01 RSU62448 Paget ACCX ..-MalakidisM60WuuiewetaRoad-Malakidisnp Calc=MJB FrortDoorfaces: E Duct System Summary um p� Job: 3360 Wunneva�Road Date: 9/16124 1st Right By: GreenWorks GreenW®rks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.is For: 3360 Wunneweta Road,Cutchogue,NY 11935 Keating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.30 in H2O 0.30 in H2O Available static pressure 0.20 in H2O 0.20 in H2O Supply/return available pressure 0.151 /0.049 in H2O 0.151 /0.049 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual airflow 800 cfm 800 cfm Total effective length(TEL) 325 ft 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 Foyer h 2236 99 75 0.092 7.0 Ox 0 VIFx 33.8 130.0 st8 Foyer-A h 2236 99 75 0.095 7.0 Ox 0 VIFx 18.8 140.0 st8 Great Room h 1667 74 70 0.079 6.0 Ox 0 VIFx 51.5 140.0 st20 GreatRoorrrA h 1219 74 70 0 0 Ox0 VIFx 0 0 GreatRoorn-B h 1219 74 70 0 0 Ox 0 VIFx 0 0 Living Room c 1923 95 110 0.082 8.0 Ox 0 VIFx 35.3 150.0 st7 Living Roorr-A c 1923 95 110 0.061 7.0 Ox 0 VIFx 51.3 195.0 st7A Living RoorrrB c 1923 95 110 0.084 7.0 Ox 0 VIFx 30.0 150.0 st7 Living Roorn,C c 1923 95 110 0.066 8.0 Ox 0 VIFx 45.5 185.0 st7 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st8A PeakAVF 74 70 0.079 377 6.0 0 x 0 ShtMetl st8 st8 PeakAVF 273 220 0.079 617 9.0 0 x 0 ShtMetl st20 PeakAVF 74 70 0.079 377 6.0 0 x 0 ShtMetl st18 st7A PeakAVF 95 110 0.061 412 7.0 0 x 0 ShtMetl st7 st7 PeakAVF 379 440 0.061 667 11.0 0 x 0 ShtMetl st18 PeakAVF 74 70 0.079 377 6.0 0 x 0 ShtMetl st8A w rigD1Y soft, 2024-Sep-1616:14:28 „'sue',_ a a•:..F,,• :.••,�,, " Right-SUte®Universal 202424.0.01 RSU62448 Page +� ..:MalalddiO360WuruewetaRoad-Malalddis.rLp Calc=MJ8 FrordDoorfaces: E ^r Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Mat[ Trunk rb2 Ox 0 800 800 79.1 0.061 573 16.0 Ox 0 V[Fx w4"8gQ"9tsoft, 2024-Sep-1616:14:28 u+a•:=�F:1,•ant:•<aa w>,, Rigl t-Sute®Universal2024 24.0.01 RSU62448 Page 4 ACCA .:Malaldclis WOWuinewetaRoad-Malakidis.rLp Calc=MJ8 FrordDoorfaoes: E Duct System Summary Job: 3360 Wunneweta Road Date: 9116/24 2nd a- Main B3r GreenWorks GrnWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.us a: ® ® b Q" IN For: 3360 Wunneweta Road,Cutchogue, NY 11935 .. �• � , ,_ ,.. a . . � .. . - Beating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.139/0.051 in H2O 0.139/0.051 in H2O Lowest friction rate 0.075 in/100ft 0.075 in/100ft Actual airflow 800 cfm 800 cfm Total efrective length(TEL) 253 ft Mft Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (drn) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath2 c 555 31 39 0.087 5.0 Ox0 VIFx 11.0 150.0 st3 Bath c 555 31 39 0.082 5.0 Ox0 VIFx 10.8 160.0 st4 Bath h 880 36 7 0.079 5.0 Ox 0 VIFx 25.5 150.0 st4A Baths c 670 39 47 0.075 5.0 Ox0 VIFx 36.0 150.0 st313 Bedroom2 c 1857 94 131 0.081 8.0 Ox0 VIFx 31.3 140.0 st3A Bedroom3 h 4110 166 133 0.088 9.0 Ox0 VIFx 28.5 130.0 st4 Bedroom4 h 2329 94 88 0.075 7.0 Ox0 VIFx 45.0 140.0 st4A Bedroom4-A h 2329 94 88 0.077 7.0 Ox 0 VIFx 30.3 150.0 st4 Bedrooms h 3581 145 139 0.084 8.0 Ox0 VIFx 36.0 130.0 st3 Hall-2nd h 1523 62 55 0.092 6.0 Ox 0 VIFx 11.0 140.0 st3 Laundry c 479 8 34 0.090 5.0 Ox 0 VIFx 1 14.3 140.0 st4 MIN 0� ME Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st313 PeakAVF 39 47 0.075 346 5.0 0 x 0 ShtMetl st3A st3A PeakAVF 134 178 0.075 510 8.0 0 x 0 ShtMetl st3 st3 PeakAVF 371 411 0.075 623 11.0 0 x 0 ShtMetl st4 PeakAVF 429 389 0.075 650 11.0 0 x 0 ShtMetl st4A PeakAVF 130 95 0.075 486 7.0 0 x 0 ShtMetl st4 V1Q1IgIfi$5o $° 2024-Sep-16 16:14:28 caE•rMkaa.e .t....>r=,.w,r Right-Suite®Universal 202424.0.01 RSU62448 Page ACM .:Malakidi0360Wmneweta Road-Malakidis.ap Calc=MJ8 FrontDoorfaces: E Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) MM) M FR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 800 800 67.4 0.075 573 16.0 Ox 0 VIFx 4 -Fk wrigh$Sof- 2024-Sep-1616:14:28 Right-Sdte®Universal 202424.0.01 RSU62448 Page ACCK .:MalalddisW60 WLrmweta Road-Malalddis.rLp Cale=MJ8 Front Door faces:E vol Duct System Summary Job: 3360 Wunnevweta Road ®affi: 9/16124 n ` . 2nd m Master By: GreenWorks ... GreanWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSratingms For: 3360 Wunneweta Road,Cutchogue,NY 11935 Heating Cooling External static pressure 0.50 in H2O 0,50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply!return available pressure 0.136/0.054 in H2O 0.136/0.054 in H2O Lowest friction rate 0.081 in/100ft 0.081 in/100ft Actual airflow 600 cfm 600 cfm Total effective length(TEL) 234 ft INVO Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Master Bath h 1687 90 75 0.081 6.0 Ox 0 VIFx 27.5 140.0 st5A Master Bath-A h 1687 90 75 0.096 7.0 Ox 0 VIFx 12.3 130.0 st5 Master Bedroom C It 534 159 180 0.085 9.0 Ox 0 VIFx 20.3 140.0 st6 Master Bedroom-A c 1534 159 180 0.083 9.0 Ox 0 VIFx 34.5 130.0 st6 Master WIC h 1953 104 90 0.091 7.0 Ox 0 VIFx 9.0 140.0 st5 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st6 PeakAVF 317 360 0.083 660 10.0 0 x 0 ShtMetl st5 PeakAVF 283 240 0.081 640 9.0 0 x 0 ShtMetl st5A PeakAVF 90 75 0.081 456 6.0 0 x 0 ShtMetl st5 Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) Wrn) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 600 600 66.6 0.081 561 14.0 Ox 0 VIFx wr•ight5ot" 2024-Sep-1616:14:28 I aM•.•:o�••. ,,.•,.. •, Right-Sute®Universal202424.0.01 RSU62448 Pagel ACCA ...-MalalddisOWO Wuuieweta Road-Malalddis.rup Calc=MJ8 Frond Door faces: E Green ork',, Duct System Summary Job: 3360 Wunneweta Road Date: 9116/24 BSMt By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSratirg.us For: 3360 Wunneweta Road,Cutchogue,NY 11935 Pleating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.143/0.047 in H2O 0.143/0.047 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual airflow 800 cfm 800 cfm Total effective length(TEL) 310 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bsmt Bath h 181 9 0 0.090 4.0 Ox 0 VIFx 28.8 130.0 st1 Cabana c 2400 99 175 0.085 8.0 Ox 0 VIFx 53.5 1.15.0 st15 Cabana Bath h 668 34 23 0.074 5.0 Ox 0 VIFx 53.8 140.0 st2 Cabana-A c 2400 99 175 0.061 9.0 Ox 0 VIFx 58.8 175.0 st14 Cabana-B c 2400 99 175 0.079 8.0 Ox 0 VIFx 41.5 140.0 st13 RecRoom h 1189 60 54 0.083 6.0 Ox0 VIFx 22.3 150.0 st2 RecRoom-A h 1189 60 54 0.121 6.0 Ox0 VIFx 23.0 95.0 st1 Storage h 3988 202 82 0.074 10.0 Ox 0 VIFx 32.5 160.0 st2 Theater h 1345 68 31 0.082 6.0 Ox 0 VIFx 43.8 130.0 st11 Theater-A h 1345 68 31 0.081 6.0 Ox 0 VIFx 47.5 130.0 st11 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st15 PeakAVF 99 175 0.085 502 8.0 0 x 0 ShtMetl st14 st2 PeakAVF 594 684 0.061 742 13.0 0 x 0 ShtMetl st13 PeakAVF 99 175 0.079 502 8.0 0 x 0 ShtMetl st2 st11 PeakAVF 136 61 0.081 510 7.0 0 x 0 ShtMetl st1 st1 PeakAVF 206 116 0.081 590 8.0 0 x 0 ShtMetl st14 PeakAVF 199 350 0.061 531 11.0 0 x 0 ShtMetl st2 - - wr9ght-soft- 2024-Sep-1616:14:28 Right-Srate®Universal 202424.0.01RSUB2448 Page ACCA ..-MalaJdW3360Wuvreweta Road-Malalddis.rLp Calc=MJB Front Door faces:E 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 rb5 Ox 0 800 800 76.6 0.061 573 16.0 Ox 0 VIFx w9righ ts®fit, 2024-Sep-16 16:14:28 aM,k:p�,..�„�.,.«, •, Right-Sdte®Universal 202424.0.01RSU62448 Page ..-MalakidisWWWuxewetaRoad-Malaladis.rup Calc=MJ8 FrordDoorfaces:E we ork, Static Pressure and Fraction Rate Job: 3360 Wunneweta Road Date: 9/16/24 1st Left By: GreenWorks GrccnWorks Energy Specialist Inc. Phan:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.us For: 3360 Wunneweta Road,Cutchogue,NY 11935 m Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.19 0.19 ® o supply Return (ft) (ft) Measured length of run-out 8 28 Measured length of trunk 45 0 Equivalent length of fittings 150 60 Total length 202 88 Total effective length 290 qpg Em Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.065 OK 0.065 OK Return Ducts 0.065 OK 0.065 OK Supply 4AD=60,2A0=35, 12J1=10, 12J1=10, 1A=35:TotalEL=150 Return 6M=20,5D=40:Total EL=60 - 9l ri6ghtsoft- 2024-Sep-1616:14:28 n r.�reams..• -,�_ n Right-SLAe®Universal202424.0.01 RSU62448 Pagel �� ...-MalakidisM60Wuveweta Road-Malakdis.mp Calc=MJ8 FrordDoorfaoes: E ,r Job: 3360 Wunnevveta Road Static Pressure and Friction Rate Date: 9/16/24 r Ist Right By: GreenWorks All Gr"ilviar k s Energy ecosfast Inc. Phone:516-967-6959 Email:AJ@HERSratirg.usWeb:.HERSrating.us 41 {-x s•h '-q " ':t' i --n tom; ,.s mF� .::E '' .s...... G.u � .a,. �t OW For: 3360 Wunneweta Road,Cutchogue,NY 11935 Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.09 0.09 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.20 0.20 Rima Supply Return (ft) (ft) Measured length of run-out '14 i 9 Measured length of trunk 38 0 Equivalent length of fittings 195 60 Total length 246 79 Total effective length 325 r e vv+ m Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.061 OK 0.061 OK Return Ducts 0.061 OK 0.061 OK Supply 4AD=60,2A0=35, 12J1=10,2A1=45,8AE=10,1A=35:TotalEL=195 Return 6M=20,5D=40:TotalEL=60 Q wrightsoft, 2024-Sep-1616:14:28 a'.k•:.-r:,,. .,, ,w,•> Rigid-SUte®Universal 202424.0.01RSU62448 Page 2 MalalddiW360WinnewetaROad-Malalddis.rLp Calc=MJ8 Frort Door faGes:E ,reen exr ', Static Pressure and Friction Rate Job: 3360 Wunneweta Road Date: 9/16/24 2nd® Main By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSrating.ts For: 3360 Wunneweta Road,Cutchogue,NY 11935 { Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.19 0.19 Supply Return (ft) (ft) Measured length of run-out 15 7 Measured length of trunk 22 0 Equivalent length of fittings 150 60 Total length 186 67 Total effective length 253 Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.075 OK 0.075 OK Return Ducts 0.075 OK 0.075 OK Supply 4AD=60,2A0=35,12J1=10,12J1=10,1A=35:TotalEL=150 Return 6M=20,5D=40:TotalEL=60 wrigP tsof , 2024-Sep-1616:14:28 RigM-State®Universal202424.0.01 RSU62448 Page ACCA MalakidisA3360Wtrmweta Road-Malalddis.rtp Calc=MJ8 FrordDoorfaces:E t @` Static Pressure and FrIc on Rate Job: 3360 Wunnevveta Road Date: 9/16/24 2nd m Master By: GreenWorks z : GreenWorks Lnergy Specialist rne. Phone:516-967-6959 Email:AJ@HERSratirg.us Web:HERSra4ng.is For: 3360 Wunneweta Road,Cutchogue,IVY 11935 o Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.19 0.19 e Supply Return (ft) (ft) IUleasured length of run-out 7 7 Measured length of trunk 21 0 Equivalent length of fittings 140 60 Total length 168 67 Total effective length 234 .,� Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.081 OK 0.081 OK ReturwDucts 0.081 OK 0.081 OK s Supply 4AD=60,2A0=35, 12J1=10,1A=35:TotalEL=140 Return 6M=20,5D=40:Total EL=60 wr1ghtseft, 2024-Sep-1616:14:28 <��_•; ,u,,,.�t.<,«.�„ Rigtd-Suite®Universal202424.0.01RSU62448 Page AC0k ...-Malalddis\3360 Wuureweta Road-Malalddis.rp Calc=MJ8 Front Doorfaoes: E Static Pressure and Friction Rate Job: 3360 Wunneweta Road Date: 9/16124 Bsmt By: GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.usWeb:HERSrating.us For: 3360 Wunneweta Road,Cutchogue,NY 11935 r I ; Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.07 0.07 Heat exchanger 0.05 0.05 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.19 0.19 a Supply Return (ft) (ft) Measured length of run-out 28 17 Measured length of trunk 31 0 Equivalent length of fittings 175 60 Total length 234 77 Total effective length 310 x Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.061 OK 0.061 OK Return Ducts 0.061 OK 0.061 OK WWI 517""j A. Supply 4AD=60,2A0=35,2A1=45, 1A=35:TotalEL=175 Return 6M=20,5D=40:Total EL=60 it rightasa t, 2024-Sep-1616:14:28 �� auR•t•: -.u.wt,, u.,„„,„ Right-SUte®Universal 202424.0.01 RSU62448 Page ACIMalalddisl3360 Wtamweta Road-Malai idis.rLp Calc=MJ8 Front Doorfaces:E FIELD INSPECTION REPORT DATE COMMENTS °o a- -a? v n s /� a� �e -. 0 Con ✓t ve- FOUNDATION (1ST) — -"— J /P/� Gva-Gl�� �-rz Dk-. - /a..�o.a FOUNDATION (2ND) cn ROUGH FRAMING& -I PLUMBING 'S V✓�/ zIre�.. v �1ft✓ - r r� INSULATION PER N.Y. STATE ENERGY CODE 2 jW1 ,S e lacy V FINAL COMMENTS ADDITIO NAL N z r o - Z�f 5�v 0 o rc c - �O$g 7S _4 IZ ~ � d n 4�os"p"FFoc,rcpG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Q .+► � Telephone (631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtownU.gov Date Received APPLICATION FOR BUILDING PERMIT 1-73 For Office Use Only L> PERMIT NO. 3 Building Inspector: Y SEP 1 9 ?024 Applications and forms must be filled out in their entirety incomplete applications will not be accepted Where the Applicant is not the owner,an a BUBI,I'dUTC s F r Owner's Authorizationfor-m(Page 2)shall be completed � Tow'" T S0za�'A11; '` Date: / *� OWNERS OF PROPERTY Name t SCTM#1000 L,L. . .. Project Add re s Phone#: Email , Mailing Address. .� - .., CONTACT'PERSON Name I ) Mailing Address: _, r .. ._ ., . .__ ._Zo .. _._...... Phone# Email: .EnQ DESIGN PROFESSIONAL INFORMATION Name OF Mailing Address: � � Phone# Email: CONTRACTOR INFORMATION: _ Name: � Mailing Address: m, ,..._... . .. 4L - Phone#: Email DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? t4Yes ❑No Will excess fill be removed from premises? ❑Yes eNo 1 pROI� 'If INQRNIpTIQAI f K' ' �. Existing use of property: L^�r Intended use of property: Zone or use district in which premises is situated: Are there any covenaWo d re rictions with respect to this property? ❑Yes IF YES,PROVIDE A COPY. 2 ClieckBoxAfterReddingk 111eowner�eontractosjdesinpct�Ye3sionaiisresponsib�efcra[irlrtinaeandstorrrtvuetepissuesa:pro�rtdedbyr Ghapter2�BoftheFtfwrtcede.11isPlJGkTltJbti5filEftE61fMA©�E#o��8" dmgOspa fJlz aingZone Orairiiti�eaPelatedownofSou�orl.Sa#f4rlk,ca�r►ty 1Ve 1'oticar►datherappl►aa ktaws;Qrdinan esaiR laelmurfahttrecpt r�tiattoftruiftlings, addfttans,alteratiatr#at for removbt dr ilpmglityan as herein described The appfitant agrecstasoinpfyi wit]all applicable iaiwsrtrrdii►cesR 6uitding safe, haws cue and regalatlai�,t�ndxo adma:autharizer�lnspetto�s on prerrrises a»�in bu(Cdingts)fortaec�e5sary inspections i=alse statemantx made herein are pun�sfiaMe as a Class ik rriisderrf8�nar pursl►ant to Section 2� �0�the N"eNi Yo3�statePertal LaeN;,r �; °' � ' JS Application Submitted By(print name): /WI 11111D' ��$/ lam ❑Authorized Agent MlOwner Sign. ature of''Applicant: . Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 Qualified in Suffolk County SS: Commission Expires April 14,2DO COUNTY.OF 1 Ill/ 7 being duly sworn,deposes and says that(s)he is the applicant (Name of individuazgeZ l signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 202LU w ►!�"° Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD s o ` Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 " ao Telephone (631) 765-1802 - FAX (631) 765-9502 �a mesh(c_southoldtownny.gov - seand c(-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12 490-�al Company Name: -L C Electrician's Name: a v-- License No.: kAF-l01® tAL Elec. e ail: i-P��e -1i a me , 4 Elec. Phone No: cl 1f�.2-t I request an email copy of Certificate of C i n plce Elec. Address.: %%-2. Co 41 l-� JOB SITE INFORMATION (All Information Required) Name: o Address: e) WL3 toy TC1 liq iiq85 Cross Street: Phone No.: Cc u-t Bldg.Permit#: 513-17 email: •� r, 9 � Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, IN9LUDE SQUARE.FOOTAGE (Please Print Clearly): Square Footage: JaMrecco Circle All That Apply: scrvl1 ill f 13 Is job ready for inspection?: ❑ YE -- NO [:]Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued O /yt !D ?S f Temp Information: (All information required) t Service Size1 Ph❑3 Ph Size: 30o A # Meters Qld Meter# I� New Service❑Fire ReconnectD Flood Reconnect❑Service Reconnect nderground verhead # Underground Laterals 1 2KH Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 12 1, :Zq -6 4t�o FFDL/r G BUILDING DEPARTMENT-Electrical Inspector o y� TOWN OF SOUTHOLD o • h Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4,- �a Telephone (631)765-18 Temporary Certificate # / Date 6- JO 2024 Customer Name �aZi Electrician Name Air el i awlye-ch Address ' vo Hylle ,k�o Phone if�7, t�� . Z71 e-mail e-mail lee 4-1 [4le-o"Arge. 1'k? Phone 117- (Q &,c . 7 -7J License# Size 300 A Phase_�Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date abov . Authorized by ` Lu BP#51378 - 3360 Wunneweta Rd., Cutchogue r SECOND FLOOR I � AUG - 6 2025 1190 lights 43 receptacles Su11c!1nq per�r�drn { 40 switches TOE`"n Oa vouthol':J 5 smoke detectors 2 smoke carbon monoxide detectors 30 circuit sub panel with 100 amp riser t� 5 15amp GFI breakers 5 15amp Arc Fault Breakers 2 15amp Dual function breakers 10 20amp circuit breakers 4 15 amp circuit breakers FIRST FLOOR 104 lights c `1 45 switches 50 receptacles 1 smoke detector 5 smoke/carbon monoxide detectors (garage is counted on first floor) BASEMENT 68 lights - 25 switches 41 outlets 4 smoke/carbon monoxide detectors 300 amp service Single phase 30 circuit panel with 150 amp main breaker 15 15amp ARC FAULT BREAKERS 3 15 AMP GFI BREAKERS �U r 5 20 amp dual function breakers 1 2pole 100 amp breaker 2 2pole 25 amp breaker 0VV 2 2pole 20 amp breaker 5 20 amp breakers 4 15 amp breakers 1 SINGLE PHASE ATS with 150 amp main breaker 1 single phase 40 circuit panel with main lugs 9 20 amp dual function circuit breakers 1 2pole 100 amp breaker 1 2pole 50 amp breaker 2 2pole 25 amp breakers 1 2pole 30 amp breaker 5 20 amp breakers 4 15 amp circuit breakers ,o�OS�FFO(�co.. BUILDING DEPARTMENT- Electrical Inspector �y TOWN OF SOUTHOLD Town Hall Annex - 54375 Main .Road - PO Box 1179 •, cn .z Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh Dsouth old town ny.gov - sea nd(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: y r� Company Name: -E F— G� n Electrician's Name: ��- License No.: SAG.-61 d 14 Elec. a ail: Elec. Phone No: request an email copy of Certificate of C pli nce Elec. Address.: %%-, Co4 l 11-3 j&a15cr7 JOB SITE INFORMATION (All Information Required) Name: U Address: O ( L)nne�w&cl Cross Street: Phone No.: BIdg.Permit#: 513-1 email: A-'-,VyivC Tax'Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, I 9LUDE SQUARE FOOTAGE (Please Print Clearly): `- ,t�;':� �-('►gip, ["1t U iot1�1\ Vle�a� �c.:�i c:� Square Footage: 1&VaDGCDD Circle All That Apply: ScrvI'm i h yP 13 1 S 01 Is job ready for inspection?: YE - NO 0 Rough In Final Do you need a Temp Certificate?: YES 0 NO Issued O jtit f �a 2S f Temp Information: (All information required) Service SizeC 1 Ph❑3 Ph Size: Soo A # Meters QId Meter# New Service[]Fire ReconnectD Flood Reconnect[]Service Reconnect nderground verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION -6 k 4 tvo� . Ise c (og- PERMIT# Address: Switches Outlets G F I's b Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc ,e _Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps d Have 2O Used Sub Amps Have Used Comments -r-i oC�Cn1C D 9 202 SOFFC+4 Scott A. Russell SUPERVISOR BUmDING AWANAGr]ENWIEN T SOUTHOLD TOWN HALL-P.O.GONX 53095 Main Road-SOUTHOLD,NEW YORK 11971 'Jij Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM i� ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT iil; jl! ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) '� — - - - - - — — — — — — — — — — — — — — — — - - - - - APPLICANT: (Property Owner Contractor, Design Professional, Agent, , Other) ' NAME: / Date: !Ij (Sq, urea Contact Infor ration: IL-,blad&Telephnne Nwilherl T 2 Property Address / Location of Construction Site: -10 ��� S.C.T.M. #: 1000 District ection Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — - - — — — - ® - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. DEC Prior to Issuance of a Building Permit. ,1rca of Disturbance is Greater than 1 Acre & Storm-�v�arPr Rlmoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. O i Revie\,ved By: ,� � Date: 1 FnR M tt CUT(-P-Tnq ()ntnhPr go 1 Q V C'd ee laaal Tito %D OR BROWN UFFOLK ooUNrr O[PARTM£Nr OF NCALTN SERHOES OL �I 0 3 SNm 22 '+u[U _ mF e.u3Mwe e.awn+e Roy siimrrem v D.wq.mt/o. CA'I �, �`i Y IMP O W AT NASSAU POINT I a NISSW TKXNr n Y.re«r SOUTHDLD Ww a— a �\ �1 I I I 'c+y, �j NASSAU POINT, SOUTHOLD, NY KEY MAP 1'-600' .mob n u.rwrb IIIII «ea+.l./en.ba•»m p.,..n ewi n.e.ae u. b aen wlw� .+^i.r rewweeaa.r+b n LAP w°irn. er va n..v No riot rr W�%5n DWELLINGS TER a.rYcn w. oanb a..a X.eO,LIYYt LS � I I '� 150' e�w...rw,�em'm.er w.a,eci eAmerlw Le.eoe In,slrm u-os-n / III 1 1 I �A� \ r N om LOT asfi nml D''10°'I �. j '�• IIIIIIII V N O _s - ,r A..mn�.aX oat' Q=2p•OiA Ory0• � 1 \I I i,I I� �vvJ px )J850O9.OB .fT. NOTE:INNOVATIVE/ALTERNATIVE ON SITE WASTEWATER t�OI�Q'h DWELLINGS WOODED \\ \ I''�i I o"(�i TREATMENT SYSTEMS(NORWECO/FUJI)ARE REQUIRED. =PpQ O^' K'/PUBLIC WATER T ® ®/ I I Ie•OW f•f,� TYPICAL PLOT PLAN 2" S° p \ I I U (NOT TO sOA 2) ,O ^• I I I PeDPmIT LNE / / \ p= Q aRr_wr26RERingP£� III I h� S_ U zy / II YDN. us P� �I I I IT-I FI I I'TI'7-T >�IIII I I I I I I I I I I I I I I I I I. r I I I I I I I I �I1O'-041'•'"a"'p1 I I I I y. J I I � I I I I I I I I I I I I I I I ICI I fAY4T S IIIIII IIII I Og eplL Rts ` III III CR I f u.P. L 54.04 L�6500 4tiJ� C III IIIIIIIII IIIII I IIII I _.. i Ie./lu I I,/y I I I I I I i''' -'-•I I ngH,W, I,y l�M N I 1V II b �V,BAaS iilS ` I I I I 1'I I I��r4•p��flll f/i 1 l i l l l O %.�' V CD h IPDOL� 't LOT 402 ` I I I I'q IIIII 1N ITADIOKD D HI Or vwc I I II 111 I I I I I I I Oh DWELLINGS Yea Yi voaa oouwncr uw+c rmrsr 1 re I IIIIIIIII III I I�/ / W/PU rBS00•WATER ' we«1.I.MdPd 5�«�M«.wogr(i q as/w YrvL Ie c.lc / I�I� I v �+' :/ a«I Nwa w.sa".am..�w.,il�e.e. \-I t•. I,I % �UP 7mre p1 SCYGiO++ 'L—>m //� I III '•O / 1PE£N onnrni aFafnc.-ron, �„-, `� . O J / '`^"(� / Aq { Ny' DI 15 PAGE-(P6I... /Y�iC rIME'LwYAPI E5.�P.E NYSPE TIC/0]'•',r.�, 1.. LOT 400 2- E -- roR �IIII A,i' _ l�6Ai/n� 9Y •PW£G+T App i OP"uen: = tlI �Iat l�1 '��/: t PLATeNiMv BOARD I HEREer CERrIVY iKAT THIS urP wAs roE YERTAIm NW-06MB,V[r Oli,pi I I I ® I I I �) fAOY KfUpL SUnYEYS COMPLETED AUGUST 1.]0,5, _._._... UTFIULD AND THAT ALL 0°"CREIE MONUMENTS SHOWN THUS:O HEREON ACNALLY EXIST AND TMON S SHO NS ARE CORRECRY SHOWN AND Ala DIMENSIONAL AND / IIII �O� VAiT Gi I1J1� GEDOE°C Do..ARE CORRECT. e l UYELUN05 I O 4 ,.T ��Y' W/PUBLIC WATER /I I I I.O / C us. I ���`�.•_.._� �. V•.ji '? I50' / I I IIII hh 'Y% ..... AJ./✓e� a' f S)0©SO VT �I I I hNa / ._. ........ _.• KENNETH WOMWHUK lS UC/OSO�x` �� 1.JJ KRES `I I I pgyl l OKY W00°E° I I�, I IY�L / MAP OF DUFFY AT NASSAU POINT FILED / / �I II I I i FINAL PLAT FOR STANDARD SUBDIVISION �ANr Nov 151oG I�I►It I I / S.C.T.M.#DIST.- 1000 SECTION: III BLOCK: 11 LOT: 26.1 41IYIT' i' 0 50 100 150 REVISED 04-11-21 / /IIIIIIIII <s0 / ZONED R-40 OWNERS: 4hW[@-Qr4 JWW�'-r2 REVISED 1O-OS-19 J THE W4NR SUPPEr'KERB DRYKEf1S AND CESSPM PSD - /(IIIIIIIII I14� / P FRONT rv+0:5a'um MARY ELLEN DUFFY YAT'J.15,YIN(1M1'IOTA) +OCArT+Ws 91AWN ARE FROM FIELD OBSWYAnONs I I I I ti pDy yepp:SO,YIN, P.O. 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CONTROL PANEL�N Lrtrf'i,4i,C 4XW a i;.nrt4axr.m.xrml4w,rRarslruT.t,xe:r Nts c-I c-N DRVN�L •„„„ ySP-100.00 R,.r•T,.wQ SECTION hA VIEW SECTION B-B VIEW S.C.T.M. NO. DISTRICT. 1000 SECTION: 111 BLOCK: 11 LOT(S):26.2 U.P. MOH. "0 DEC 2 3 2024 C;� Gk III PIPE 1.5'W JQ LOT 398 LAND NIF OF Vv STEPHEN LADDY ELLEN OKIN k 0 ti -0 9" 0 9z' LOT 1 /V MON. U.P. PIPE I r7 I ITS III E TE61 FOUNDATION LOC. 12/20/24 NON T)DRDE1E 2NIU1 MON. MUM RONYD R-40 I I III II II I I I I L,2p7.61 .—.. R=9 ;t U P OARD: 50' MIN 57'��01. ��mur4 •- TPI'PE U.P. LIT L--68.00 SIDE YARD: 15' MIN (35' TOTAL) ...... PECONIC BAY ROAD REAR YARD: 50' MIN.PIPE MOH. D jv ...... •• 774E WATER SUPPLY WELLS, DRYWELLS AND CESSPOOL N-D'I R CE BUFFER LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 73,509.08 SQ.FT. or 1.69 ACRES U.P. ELEVA77ON DATUM. NAVD88 UNA117HORRED AL7ERA77ON OR ADD17ION 70 THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA7E EDUCA77ON LAW COPIES OF 7HIS SURVEY 2 1 1 1 MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY GUARAN7EES INDICATED HEREON SHALL RUN LOT 40 DWELLINGS ONLY TO 771E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 7HE n7LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS717URON LAND NIF OF LISTED HEREON, AND 70 THE ASSIGNEES OF 7HE LENDING INS777U770N. GUARAN7EES ARE NOT 7RANSFERABLE, JOSEPH & SANDRA W/PUBLIC WATER THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE CICHANOWICZ LIVING REVOCABLE TRUST 150' NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE ERECnON OF FENCES, ADD177ONAL S7RUC7URES OR AND 07HER IMPROVEMENTSEASEMEN7S ON. AND/OR SUBSURFACE S7RU&7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY LOT 2 qr SURVEY OF.LOT I CERTIFlED To: MAZI HOLDINGS LLC, MON. k MAP OF. DUFFY AT NASSAU POINT CORE TITLE SERVICES LLC; TITLE #28661) FILED: NOV. FIDELITY NATIONAL TITLE INSURANCE COMPANY, 15, 2021 No.12221 LOT 400 SITUATED AT.NASSAU POINT LAND NIF OF TOWN OF: SOUTHOLD NORMAN GODFREY OU.P. SUFFOLK COUNTY, NEW YORK ]KENNETH—MWOYCRUK LAND PLLC Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 DATE:JUNE 10, YS PHONE (831)298-1588 FAX(631) 298-1588 FILE #15-118-1 SCALE:1`50 2024 . LISC. NO. 050882 S.C.T.M. NO. DISTRICT: 1000 SECTION: 111 BLOCK: 11 LOT(S):26.2 \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES U� APPROVAL OF CONSTRUCTED WORKS FOR Mom'' ASINGLE FAMILY RESIDENCE ' \` `yoy'�o1 1 Date 2/11/2026 H.S. Ref N0. R-24-1215 1 \ 1 �F�c cFo� The sewage disposal and water supply facilities at this location have been 1 ea inspected and/or certified by this Department or other agencies and found e1► �1`\G' .s 11\ tl��t, to be satisfactory FORA MAXIMUM OF 7BEDROOMS. U *%^ JOQATHAN PAI, P.E., CHIEF Office of Wastewater Management isv \\\\` 11\`11 TWA �\l 11 l \ 4 1 \ \\ \ 1 >� \`11\\` \111 \ j LOT 398 ""=CCVERM • \\\\1 \` 1 01 \ V LAND N/F OF EUM 11\,11�'oF\I STEPHEN LADDY EL1EN OKIN 7,33 :.::GO :�+r• Q \ O 1 ` Iloyol Cl) Cp ^ �p . ::::::. �IN :..... ..::,C, Q ^+ q :.:.. DRAIN r MON. M 74.01 Q�'`g �./;:::: 110 OOF OVER 1 \ 1 \ 1 GE ti W L.P. \�r\ VEcETAgUF0 1 1 \ 1 O I GAS 4 \ 1 1\ \1\\ No0o0WcE \ \ \ \\ LOT POOL® 11 \` \`11 \` \\ ` MON` \ \ \1 ` \ \ OuP 4y� POOL FINAL SURVEY 07-30-25 FOUNDATION LOC. 12-20-24 0� �\ 1 \`I\ 1 ,► 61 BAY ROAD .. \1\"l \\` �� ' rf+LLi' PE' CONICEzi. G. ZONED R-40 �\\ \ \`I\ \ LITTLE_ - '- UP¢ FRONT YARD: 50 MIN '' SIDE YARD: 15' MIN (35' TOTAL) REAR YARD: 50' MIN. VIP . Lo ATIONS SSHOWN AREEFFROM RELD�OBA RVATIONS L , 1 \ 1\ \` /' AND OR DATA OBTAINED FROM OTHERS. AREA: 73,509.08 SQ.FT. or 1.69 ACRES ELEVATION DATUM: NAVD88 40 yE6 R cE b0 \I �1 ` \1 \ \\+ UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW PORK STATE EDUCATION LAW. COPIES OF THIS SURVEY \ \ \ 1 \ 1!NON-�SWI \ \\ \ 114 \ 1 \\ \ O MAP NOT BEARING THE LAND SURVEYOR S EMBOSSED SEAL SHALL NOT BE CONSIDERED 77)BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN PIPE MOH• ` \ 1 S \ \ \ \ 1 1 \ I \ \ I ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 7D THE 7I7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION ` \1 ��• THLISTED D HEREON, AND 70 THE ASSIGNEES OF THE LENDING OFFSETS OR DIMENSIONS SH WN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR ARE NOT A S°EaRC PURPOSE AND USE THEREFORENor THEY ARE h � INTENDED C 70 lDE THE ECTION OF NL P UCTURES OR AND 07HER M � \ AND/QR SUBSURFACE S7RuMURES RECORDED OR UERTY LINES NRECORDED ARE NOT GUARANTEED UNLESS PHMCALLENDENT ON THE PREMISES AT THE ME OF SURVEY \ �2 SURVEY OF. LOT 1 iaF NeIv CERTIFIED TO: MAZI HOLDINGS LLC; / e MAP On DUFFY AT NASSAU POINT A, CORE TILE SERVICES LLC TITLE 28661 LOT 402 \ FILED: NOV. 15, 2021 No.12221 yYa?� FIDELITY NATIONAL TITLE INSURANCE COMPANY; LAND N/F OF / LOT 2 / SITUATED AT:NASSAU POINT r c JOSEPH Qc SANDRA TOWN OF: UTHOLD �' ry CICHANOMCZ LIVING REVOCABLE TRUST \ / I SO J SENNETH M WOYCHUH LAND SURVEYING, PLLC / a SUFFOLK COUNTY, NEW PORK Z'P 050882 JQ Professional Land Surveying and Design G UP N P.O. Box 159 Aquebogue, New York 11931 FILE f15-118-1 SCE:1"=50' DAB JUNE 10, 2024 N.YS, USC, No. 050882 PIXolJa (691)EC8'L68B FAX(631) 298-1585 ,t P Generated by REScheck-Web Software Compliance Certificate Project 3360 Wunneweta Road - Malakidis Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 8,939 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 3360 Wunneweta Road GreenWorks Energy Specialist Inc. Cutchogue, NY 11935 Info@HERSrating.us P Compliance: 5.1%Better Than Code Maximum UA: 901 Your UA: 855 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Stab-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 Prop.Gross Area Assembly or Cavity Cont. Req. Prop. Zed Floor Ceiling:Cathedral Ceiling 3,391 38.0 0.0 0.027 0.026 92 88 1st Floor Ceiling: Cathedral Ceiling 314 38.0 0.0 0.027 0.026 8 8 Exterior Walls: Wood Frame, 16" D.C. 5,450 21.0 0.0 0.057 0.060 243 255 Windows: Wood Frame 1,195 0.300 0.320 359 382 SHGC: 0.31 Cantilever:All-Wood joist/Truss 63 30.0 0.0 0.033 0.047 2 3 Basement Wall: Solid Concrete or Masonry Wall height: 9.0' 2,799 15.0 0.0 0.054 0.059 151 165 Depth below grade: 8.0' Insulation depth: 9.0' Project Title: 3360 Wunneweta Road - Malakidis Report date: 09/16/24 Data filename: Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. AJ Afkham-Certified IECC/HERS Compliance Specialist P/ 6) )\, 09/17/2024 Name-Title !Agn ure �^ Date Project Title: 3360 Wunneweta Road - Malakidis Report date: 09/16/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web C�(J 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 Verifred Freld.Verffred #• Pre InspectronlPlan Revueev Comphes� Comments/Assurriptroris Ft ID 'Value Value 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate 4 F , r❑Does Not [PR111 ;energy code compliance forthe j building envelope.Thermal ` ❑Not Observable envelope represented on '- s rh `❑Not Applicable t � f k M • construction documents. 103.1, !Construction drawings and h 3 ❑Complies Requirement will be met. 103.2, :documentation demonstrate t r * k r?❑Does Not 403.7 ;energy code compliance for [PR311 lighting and mechanical systems. F ❑Not Observable g gy '❑Not Applicable .Systems serving multiple f a 3r 'dwelling units must demonstrate ;compliance with the IECC k Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: ' Heating: ❑Complies :Requirement will be met. -403J"., sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PRZ]? ':on loads calculated per ACCA Cooling: Cooling: i❑Not Observable ? , Manual J or other methods : Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 3360 Wunneweta Road - Malakidis Report date: 09/16/24 Data filename: Page 3 of10 Section Pians Verified Field Verified # fotindat on inspection Value Value omptie utnptao 6i.Req.1D.';: C s� Comments/Ass ns 402.1.1 Conditioned basement wall R- R- flComplies 'See the Envelope Assemblies [F04]1 insulation R-value.Where interior' R_ R_ ;❑Does Not ;table for values. insulation is used,verification ;❑Not Observable ;may need to occur during :Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 ;Conditioned basement wallF❑Complies ;Requirement will be met. [F05]1 !,insulation installed per + �` �`' ,�j{ y ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable t nx�^, a`r•c r r .b"�.,x'r. 402.2.9 Conditioned basement wall ft ft :❑Complies See the Envelope Assemblies [F06]1 ':insulation depth of burial or UDoes Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable z > '� A ❑Com lies Requirement will be met. 303 2 1 'A protective covering is installedtx � p q [F017]z to protect exposed exterior f t r 5 El Does Not 6c f� insulation and extends a dy 41's 4 minimum of 6 in. below grade. k `<' r �" �ti *, ❑Not Observable t , ❑Not Applicable 403"9 Snow-and ice-melting system ;� _ r ` �� ' n' ❑Complies Requirement will be met. (F012] 'controls installed. ' Z 3, a r Y r ❑Does Not r El Not Observable _ :_,tea❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2;:Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 3360 Wunneweta Road - Malakidis Report date: 09/16/24 Data filename: Page 4 of10 Section Plans Verified Field Venfled # Framing/Rough in Inspection Complies? Comments/Assumptions &•Req;.lD Value :, Vaiue 402.1.1, :Glazing U-factor(area-weighted U- U- ;❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 6 Yi 2 R a G 303.1.3 U-factors of fenestration products 4� x ,x 't ,4- <_ : []Complies 'Requirement will be met. [FR4]1 are determined in accordance r' d y �z a�f []Does Not with the NFRC test procedure or F 40" <rr s z f a ❑Not Observable taken from the default table. []Not Applicable 402.4.1.1 ;Air barrier and thermal barrier XRs it § ❑Complies :Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. 6 E $ x ❑Not Observable r y ; � ❑Not Applicable � a r � 402.4.3 Fenestration that is not site built '❑Complies Requirement will be met. z 4� [FR20]1 is listed and labeled as meeting * fi`�1 ' FrL ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 s g w x s „t.❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code # `�' E ;❑Not Applicable Vi 4 G esT'' ? V Y J- �e � 402.4:5 : lighting IC-rated recessed li htin fixtures F 4 ' MONDComplies Requirement will be met. ih t{ �t �Ffar y [FR16]2 :sealed at housing/interior finish f eFNr El Does Not and labeled to indicate s2.0 cfm ax '�� Ek,K "❑Not Observable ' leakage at 75 Pa. swx k�r , r ❑Not Applicable 403.3.1 'Supply I and return ducts in attics s � � ;❑Complies 'Requirement will be met. [FR12]1 :insulated >= R-8 where duct is r ❑Does Not >=3 inches in diameter and >_ `.R-6 where < 3 inches.Supply and r ❑Not Observable return ducts in other portions of r #r b� ' x r ;❑Not Applicable 'the building insulated >= R-6 for { f z r :diameter>= 3 inches and R-4.2 for< 3 inches in diameter. E]Coin lies ':Requirement will be met. 403.3.2 ;Ducts, air handlers and filter s��� ���r ,s ��{�lx rt5>, � P [FR13]1 :boxes are sealed with a ` F z'f n` r n ❑Does Not Joints/seams compliant with - � r ;x x{ '� � Y it P t y £ L :]Not Observable International Mechanical Code or , F yam, International Residential Code,as ti�` W " _ z ❑Not Applicable `applicable. 403.3.3 Building cavities are not used as I � � z i ��s +"� �s� � � � � ❑Complies Requirement will be met. [FR151 ducts or plenums. f t k . ❑Does Not i ❑Not Observable r []Not Applicable 403.3.7 Ducts declared to be within the ix s "`'ry ; ti4 r= '❑Complies Requirement will be met. [FR28.]3 :conditioned space are either 1) n# t '+ x �, r❑Does Not Cv !completely within the continuous i _�5k +ih4.-r ;air barrier and within the building ❑Not Observable rx c'� =❑Not Applicable thermal envelope, 2} buried i 4%, within ceiling insulation in accordance with Section Lty s> } R403.3.6 and the air handler Is located completely within the continuous air barrier and within fi xu fi the building thermal envelope and the duct leakage is <= 1.5 .cfm/100 square feet of E conditioned floor area served by :the duct system, or 3)the ceiling v r $t insulation R-value installed ;against and above the insulated duct>=to the proposed ceiling ha 7 'insulation R-value, less the R- value of the insulation on the 1 High Impact(Tier 1) '2`.1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 3360 Wunneweta Road - Malakidis Report date: 09/16/24 Data filename: Page 5 of10 Section Plans Verified Field Verified #' Framfnj/Rough In lnspection - Gompltes?; Comrrients7Assumptions &Req ID. Value Value 403 4.'' :HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. (FR.17j? 'above 105 °F or chilled fluids ❑Does Not 'below 55 °F are insulated to?R- ;❑Not Observable 13. ❑Not Applicable 403.4.1 Protection of insulation on HVAC :❑Complies Requirement will be met. [FR24]1 piping. ,. , n 2 T "'Ell Not ❑Not Observable r ❑Not Applicable 4035.3 Hot water pipes are insulated to R-'~ ;wR- J 4'❑Complies Requirement will be met. [FR1S 2 ?R-3. ❑Does Not j❑Not Observable ❑Not Applicable 403 6 !Automatic or gravity dampers are 5 ;. x ❑Complies ;Requirement will be met. [FR191? instalied on all outdoor air r �� ' ` ❑Does Not intakes and exhausts. rr r a' £ ❑Not Observable x �f �"� , � :❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 3360 Wunneweta Road -Malakidis Report date: 09/16/24 Data filename: Page 6 of10 Section . Plans Verified. Field�Verified #. Insulation Inspection° = 'Complies? Comments%Assumptions &Req.ID Value Value 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 'or the installed R-values ❑Does Not � provided.3 3 ` t �" �❑Not Observable �� u• � w �> �.�'}�:❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood �❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ' ❑Not Applicable 303.2, ;Floor insulation installed per r x i r ❑Complies Requirement will be met. 402.2.8 manufacturer's instructions andj3;❑Does Not [IN2]1 in substantial contact with the `r ❑Not Observable underside of the subfloor,or floor, ;framing cavity insulation is in r{ Y ❑Not Applicable contact with the top side of ,sheathing, or continuous ;insulation is installed on the ;underside of floor framing and ;extends from the bottom to the f :top of all perimeter floor framing r t members. -ar 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies :See the Envelope Assemblies 402.2.5. 'mass wall with at least 1/2 of the ❑ Wood ElWood ;❑Does Not table for values. 402.2.E wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ti ❑Complies El Does Not :Requirement will be met. r, [IN4]1 'manufacturer's instructions. _ - , 4 .f � � j S ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Fl�High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 3360 Wunneweta Road - Malakidis Report date: 09/16/24 Data filename: Page 7 of10 Section Plans Verified Fil. d'Verif ed Fhnall'lnspection Provisions Complies:. Comments/Assumptions &Req..ID Ualue Valae 402.1.1, Ceiling insulation R-value. R- R- :❑Complies See the Envelope Assemblies 402.2.1, ;❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.E ❑Not Applicable [FI1] 303.1.1.1, ;Ceiling insulation installed per r- ❑Complies '.Requirement will be met. 303.2 manufacturer's instructions. �, rk .'❑Does Not [FI2]1 Blown insulation marked every 300 ft2. 4 t' , r j ❑Not Observable F ❑Not Applicable 402 P:3 ;Vented attics with air permeable ' s. x F '; �` y FAY❑Com p :Requirement lies : will be met. {FI22j? • `: insulation include baffle adjacent s r i sr f ❑Does Not ,to soffit and eave vents that extends over insulation. y r r ❑Not Observable i []Not Applicable 402.2.4 Attic access hatch and door R- R- ;❑Complies 'Requirement will be met. [F13]1 'insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = :❑Complies 'Requirement will be met. [F117]1 :ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [F127]1 determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable :w.g.across the system including ,the manufacturer's air handler -enclosure if installed at time of test. Postconstruction test:Total leakage measured with a .pressure differential of 0.1 inch w.g. across the entire system 'including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 a cfm/100 ❑Complies ;Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable :tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 :Air handler leakage designated fir ,' `❑Complies Requirement will be met. [FI24]1 by manufacturer at<=2%of r y } { �, a ❑Does Not design air flow. s, 4 ? ❑Not Observable F s ; r y ❑Not Applicable 403:1.1 Programmable thermostats 5 ❑Complies 'Requirement will be met. WW2. Installed for control of primary s K '} , ` t „? 3 l' ' > ❑Does Not heating and cooling systems and F initially set by manufacturer to '❑Not Observable specifications. []Not Applicable codes P t:•. 403 1.2 Heat pump thermostat installed 4 s ❑Complies Requirement will be met. [Fl1:0F -on heat pumps. ❑Does Not € y ❑Not Observable ❑Not Applicable 4015..1 'Circulating service hot water uComplies Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. „❑Not Observable x :❑Not Applicable 11 High Impact(Tier 1) 2 : Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 3360 Wunneweta Road - Malakidis Report date: 09/16/24 Data filename: Page 8 of10 6 Section Plans Verified Fi V eld erified Fenaf'f.rispecton Prov�swns:- Complies Comments7Assumptions Value' ? Value 403 6:1 All mechanical ventilation system ' ,:}�"F �< 4 �' 'r ` j x ''❑Complies ;Requirement will be met. [FI25]z '`fans not part of tested and listed ks�j r< � ;tr ❑Does Not HVAC equipment meet efficacy 1 , z ,° r k , aONot Observable and air flow limits per Table ;h` ' h k ❑Not Applicable R403.6.1. 403,2 Hot water boilers supplying heat ,l �{ , " a m a# ❑Complies Requirement will be met. [Ft26)z through one-or two-pipe heating k �a �' ❑Does Not 'systems have outdoor setback k r .X f t +>' r h f ❑Not Observable ' control to lower boiler water # } s temperature based on outdoor �zs' r : H * ,;❑Not Applicable temperature. x,; � ;,.. 403 511 Heated water circulation systems w S� x fi> ❑Complies Requirement will be met. ' x [F128j? ,have a circulation pump.The y " , ; ,�tis K w -i > El Does Not ;system return pipe is a dedicated 4 r" a- sU ❑Not Observable return pipe or a cold water supply r F , pipe. Gravity and thermos- z, F t t" tf s' ❑Not Applicable ,syphon circulation systems are not present. Controls for M r y circulating hot water system ' r� pumps start the pump with signal) a, ¢Sri' for hot water demand within the occupancy. Controls automatically turn off the pump (when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403 5:Z Z Electric heat trace systems ❑Complies Requirement will be met. [FI29]2 +comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically "` t `ar 5 ❑Not Observable ' ;adjust the energy input to the t xt4s r- heat tracing to maintain the , w ❑Not Applicable t�".T y k ihK''G' desired water temperature in the j T Pp 9• c sr N r • x i in r ❑Com lies ;Requirement will be met. 403 5 2 Demand recirculation water $? Sr <} r p [F130 systems have controls that x 1 il 2 �` of�'�,.� �n, ❑Does Not manage operation of the pump a❑Not Observable and limit the temperature of the ❑Not Applicable water entering the cold water K }r # f r PP piping to <= 1042F. 403 5.4 Drain water heat recovery units f " ` � r„❑Complies Requirement will be met. [FI31]Z tested in accordance with CSA 5 r sh KS` ❑Does Not B55.1. Potable water-side ; ❑Not Observable pressure loss of drain water heat recovery units< 3 psi for k �" z r ' ��" x „❑Not Applicable i , f t individual units connected to one t u or two showers. Potable water- Ott t 'side pressure loss of drain water s j heat recovery units< 2 psi for individual units connected to three or more showers. Y 404.1 ;90%or more of permanents �jr >y k` f _ r<`` �❑Complies Requirement will be met. [FI613- -fixtures have high efficacy lamps , ❑Does Not f d~r � � ' � Lr s 2t u>r+ n El Not Observable 4,,, ❑Not Applicable i 404.1.1 Fuel gas lighting systems have �� ter, `' w3 r❑Corn pIies ;Requirement will be met. [FI23]3 no continuous pilot light. ,K'` Y f "❑Does Not x t ❑Not Observable J f ❑Not Applicable 401;3 ' 'Compliance certificate posted. a ma's rs , ❑Complies Requirement will be met. [FI7]z .z r"" ❑Does Not t r ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 11 2,'l Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 3360 Wunneweta Road - Malakidis Report date: 09/16/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Finaf Inspection Provisions: ;- Complies? Comments/Assumptiions .' &Req.ID Value Value 303.3 Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 mechanical and water heating y r ❑Does Not systems have been provided. x ':❑Not Observable xx Y �� ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 3360 Wunneweta Road - Malakidis Report date: 09/16/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 15.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.31 Door CoolingHeating & Heating System: Cooling System• Water Heater• Name: Date: Comments ► O-J- -S'Cgn 5/3?� owc Workers' Certificate of Attestation of Exemption STATE Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit Mazi Holdings LLC 149 Dosoris Ln From:Town of Southold Glen Cove,NY 11542-1225 PHONE:917-685-7171 FEIN:IXJ{M152 The location of where work will be performed is 3360 Wunneweta rd,Cutchogue,NY 11935. Estimated dates necessary to complete work associated with the building permit are from October 1,2024 to September 30,2025. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP; OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Dimitrios Malakidis,marilyn Malakidis,Christopher M Polechronis, Ralia E Polechronis,Corinna M Lau,James L Lau Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law) L Dimitrios Malakidis,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I fiuther affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately famish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Signature: Date: HERE g _ Exemptton Certificate Number R77— eceived ' 's m Septeber 18` 2024 r .� . f NYS Worke 4 rs CompensationBoard �.)o.....—.,......e...�.�...+,...�..+.,j«..w..w�.�-„w.�....�.....,....�.._...d......_....a....m...,_,...�.`..n:.w'�a...,.....,.....�.c.u..........�....�.e...•.........�....x�.:.........��...a_�e...�.�.......+.'Lb.:�_....��._;ti?,.�...�w,..�......;,.."t'r .w'N S. ..v.......,...�.»+...C.+S CE-200 01/2018 rs APPRO EO AS NOTED ELECTRICAL INSPECTION REQUIRED DA • .P• 513 FEE BY NOTIFY BUILDING DEPARYMENM 631 765-1802 8AM TO 4PM FOR THE r:; 160 ,; 23 FOLLOWING INSPECTIONS: '•f.. ... OLD 1. FOUNDATION-TWO REQUIRED IIVAT :k I "tS NEED i„ FOR POURED CONCRETE f10$ 1=0RE COVERING 2. ROUGH-FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODESOF NEW PL(JM�FI C%q?-7T./F.`/CAT`/0F,- LOWYORK STATE. NOT RESPONSIBLE FORDESIGN OR CONSTRUCTON ERRORS �N� 11�.BE�OR �El�nf'trE oFOCUPA�' sow, .n� T R Slypk*�YSTEM C WC- COMPLY WITH ALL CODES OF �YrEFb 2ft OF 1% LF1' NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDIflIG REQUIRED.....,,..r._,_,._$QUIkIOLA�9W�64�1�G BOARD SOLMiG BT91 �STEES 6EE-- SOk f6t�HPC DO NOT PROCEED WITH �.......I�`.SCHD FRAMING UNTiL-SI"'AV �( OPFOUNDATION L . HAS BEEN-- Blower door and ductwork OCCUPANCY OR testing required. USE IS UNLAWFUL Must provide Manuals WITHOUT CERTIFICAT D,r and S as per OF OCCUPANCY NYS Energy Code All exterior lighting Installed,replaced or ;STAIN STORM WATER RUNOFF repaired shall conform ­URSUANT TO CHAPTER 236 to Chapter 172 3F THE TOWN COOS. of the Town Code f� T,45LE R301.20) CLIMATIC iATIC 4 GEOGR>4FHIG DESIGN CRITERIA 11 W SID NC, N HE EGROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM: WINTER ICE BARRIER FLOOD AIR MEAN a . LOAD SPEED 5NOWTOPOGRAPHIC SPECIAL WIND-BORNE DESIGN WEATHERING FROST TERMITE DESIGN NDERLAYMEN HAZARDS FREEZING ANNUAL EFFECTS WIND REGION DEBRIS ZONE ATAGOR LINE DEPTH TEMP REQUIREMENT INDEX TEMP *e�l_� /5r=_"r I(D W- V I 7"T D3i /Tin MOD/ 25 P.S.F. 130 MPH. N/A N/A YES B SEVERE - HEAVY 15'F YES VARIES 1500 OF 52.e"F r1r,L _ UpqH 1* . ��, V A �� CABLE R6023CU TABLE R6023CU - continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Q) NUMBER AND TYPE SPACING OF DESCRIPTION OF DESCRIPTION OF SPACING OF FAS1fENERS Q) -;- Q) DESCRIPTION OF BUILDING ELEMENTS OF FASTENER abr-d FASTENERS BUILDING MATERIALS FASTENER bcde, EDGES(Riches) INTERMEDIATE 5JpPORT5 (Indes`3 ; � Q" o t or gird 3-Sd structural pane sheathing to framing,and particleboard wall sheathing to framing ✓� Wood s VT fil 71 [ " H, Joist o sill er, toe nail od trust Is subfloor,roof and walla � � � IIIP x 6" subfloor or less to each,Jjofst, face nail 2-Sd 3 5�6 _ ITT 6d common nail (subfloor,wall) 6" edges 12 interior zones UrJ) � 10 2 staples 1�a 8d common nail (roof) 4" rake g 1 I.� (�20 (�2Z '" 935 k� y I L - 7 - 4, ra s _ 2" subfloor to Joist or girder,innind and face nail 2 16d ' I 8d common nail (roof) dkee '_ ,Q 12° O t• Sole plate to Joist or blocking,fface nail Ibd lio" O.c. 06- iI44 loci common nail or 8d 6" edges 12 (n "-' � O deformed nail 4" rake a) •0 U w Top or sole plate to stud,end mall 2-16d " Of to Other wall sheathing 1. 'Cl Stud to sole late,toe nail 3-5d or 2-Ifod "regular cellulosic fiberboard IVi galvanized roofing nail bd a) � N 1'-' DIVISION 01 -GENERAL REQUIREMENTS: Provides 4 Inch slab with 6 Inch x 6 inch 10/10 UALF on 6 Provide steel ladders permanently Installed as side of p sheathing common nail staple roofing 16 go,Ira long 3 6 U) N f3 (D P 9 MICROLAM: DIVISION 09-FINISHES: Double Studs, face nail loci 24° O.G. s structural al cellulosic fiberboard Ili galvanized rooFing nail 8d 3 6 to ¢" � mil vapmr barrier in Cellar and Garage.(All slabs are egress wells.Provide light weight hinged metal rates sheathing — AII roof of insurance shall be verified In writing to the 95%comnpacted fill)Pitch porch/patio and garage at egress wells or wood railings as field conditions SCOPE: g common nazi staple in g a I�� long Owner and Architect including but not limited to slabs I/e3 inch per foot minimum away from house. dictate. This work Includes the complete firnlshin s and Provide ordering. . all finishes to Owner For approval Double top plates, face nail loci 24 O.G. 1'a on hazed roofing nail 8d" �hr structural cellulosic fiberboard g � � Cameral Liability Workman's Compensation and Disability. P 9 prior to ordering.All Interior finlehies are a$specified sheathing common nail staple I6 ga_F'q long 3 6 C I= — rn Installation of all "Micro-lam"lumbar beams as shown in by Owner's Interior Designer. I IRS galvanized roofing nail.6d p CO > �' The Owner shall be responsible for maintaining the Provides poured concrete foundation wails lees plan Provide EPDM fiat roofing and all related flashi the drawln s,herein specified and necessar to Sole plate to Joist or blocking aAt braced wall panels v proper property insurance during all phases of work for thidkknaea and reinforcing). where indicated.Installation shall meet manufacture g y 3-16d 16° O.G. 2 gypsum sheathing y complete the work common mall.staple galvanized,1A6 4 $ Q C1., Q) � requirements. P Interior walls and ceding:Tape and spackle drywall, e. The work and materials shall be guaranteed for one(1) All Foottings"it be poured on virgin soil and minimum coats nl prime,2 to be Tape shall be fiberglass type. lapped Double top plates,minimum S-Inc offset Of and Joists, ace nail to long.lad screws.Typo W nail. S d' �+ a" MATERIALS: Walls and calling to be ready for paint. Id ed area 8-16d c mom hazed roofing nail.Bd year,commencing with the General contractors final 36 Inchesa below grade. Provide 5-1/2 inch metal studs at 16 Inches O.G.with The micro-lam lumber beams shall be manufactured from 5'a gypsum sheathing common nail.staple galvanized,1gb 4 8 a) ��O � a ment.During this time the contractor shall make top and bottom tracks In all basement partitions- micro-lam brand parallel laminated veneer lumber Blocking between joists or rafterrs to t0 late, toe nail 3-gd Ion i screws,Type W or 5 — p y g p All drywall shall be attached to framing with screws only, g J p p good on all defects.Granting of a certificate of Do not Ipour concrete In wet or below 40 degree adjust gauge due to spans. utilizing 1/10"or V8"thickness Douglas Fir veneer glued g .�--n \\ max.12"o.c. pD � M M Occupancy or the owners use of the premises shall not weather.. up in a continuous pieces with all grain parallel with the Rim Joist to top plate,toe nail Sd 16" c.c.along each edge Wood Structural panels,combination subfloor underlayment to framing co C) CD constitute acceptance of work Provide drip caps at all exterior openings. length of the member. Laminated veneer limber shall be All con=eta shelf be at least 3,500 psi.General of single one-piece length free of rl er joints,scarf All labor and materials shalt comply with the is The contractor shall visit the elts and verify all Contracttor shall be responsible for providing the Provide co cricket&at roof as shown. g P g "`� J requirements of the US Gypsum Company and(N.YS.C.) To lates, la s at corners and (intersections, Face nail �- 3j4 and less add common no Bail or . O y p P 9 copper joints or mechanical connections in Full ength Section R1023. p p p 2-loci 6 12 m conditions. Any discrepancies,voids or problems shall Architect and Owner with receipt indicating concrete •: Z be reported to the Architect before submission of strengths based upon cylinder tests.Provide separate Provide zinc coated copper Flashing at intersection MEMBERS: 8d common nail or 6 12 bid. A submission of bid shall imply contractor cylinder•tests for slabs,footings and walls. of walls and covered orchea atfoe-back with Ice Provide 5/r Inch Type X gypsum board in garage and Built-Up header,two pieces With i/2" spacer 16d - i 8d deformed nail p /P Veneers shall be dried as required.Adhesive used to mechanical room(tape and spackle)and seal all I loci common nail or and water shield.Extend u walls 12 Inches. i' _ i/ acceptance of this drawings and all existing conditions. P laminate this veneer shall be waterproof,meeting the openings with approved flame retardant caulking as Continued header, two feces — All eonc:reste work shall comply with the requirements of requirements of ASTM 0-2559-76,uniformly applied to prescribed by(N.Y.S.C.) p 16d a a 8d deformed man 6 12 Contractor hereby specifically acknowledges that the the Amerrican Concrete Institute (ACT),ACT 301,304, Provide copper drip caps at all rake boards. the veneer at the required spread rate. contract documents are full and complete,and 305,311„315,318,and 341 and(N.YS.G.)R4021 and ASTM Provide 5/8 Inch moisture resistant gypsum board in all Ceiling Joists to plate,toe nail 3-801 For SI: i inch. 25.4mm, 1 foot-304.8mm, 1 mile per hour-1,609 km/h sufficient to have enabled It to determine the cost of c1151. Provide 1/2 inch web stiffeners - in steal beams(both DESIGN: baths and kitchen. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. the work and that the drawings,the specifications and aides)below steel coiumno/beame above. Micro-lam lumber beams shall be designed to meet the Continuous header to stud,toe niall 4-8d b. Staples are 16 gage wire and have a minimum all addenda(if any)are sufficient to enable the Reinforccing: dimensions and loads indicated on the plans. All Provide 1/2 inch"duro-rock" sum board at all p g 9 es Inch on diameter crown width, Contractor to construct the work outlined therein In A.)All reeinForcing bare are to be the diameter shown, Provide standing seam copper roofs as Indicated- designs shall be in accordance with standard gypsum c.Halls shall b spaced at not more than o Inches on center a p supports where spans are 48 Inches or greater. g shower and tub enclueures In bathrooms. Gelling Joist, laps over artitlones,Face nail 3-loci accordance with all laws,and otherwise to fulfill all of deformessd intermediate grade billet steel having a fully flashed. engineering practice. Complete design calculation g p p d.Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically. e. Spacing of fasteners not included In this table shall be based on Table R602.311)- Its obligations under the contract documents.In design tstr�gth of 40,000 psi per IN.YS.GJ Section showing member Forces and stresses and allowable load Provide I!1 inch paperlese drywall in basement/cellar. Ceiling J016t 10 parallel rafters,fface nail 3-ifdd addition,If Contractor performs any construction R404.4.t6 and ASTM A 6i15,A 106 or A 996. are to be available upon request for each Micro-lam g p f.For regions having basic wind speeds of 110mph or greater, 8d deformed nails shall be used for attaching plywood and wood �(� �( g g Interior trim: All trim Joints to be filled with wood filler structural panel roof sheathing to framing within minimum 48-inch distance from able end walls, If mean roof height is more than 25 feet, w activity and If It knows or should have know that any of Bl Typidcat cover for all reinforcing shall be tines l3) Comply with the following American Welding Society lumber design. The design of the Micro-lam lumberli the contract documents contains a recognized error,In Inches uuniess otherwise directed. Standards: beams is to be under the supervision of a registered and sanded ready for paint. Rafter to plate, toe nail — consistency or omission,Contractor shall be G.)All(Dare are to be continuous unless specific lengths AWS DIJ Structural welding code professional engineer and In accordance with the NRB 2-16ci up to 35 feet maximum. g g O r--I -I--) responsible for such performance and shall bear the are shouwn.All splices are to be forty(40)bar AW5 D12.1 Reinforcing steel welding code acceptance,and provisions of the national design Wood floors: All wood Floors to be sanded,stained i" brace to each stud and Idte„ face mall 2-8d g.For regions having basic wind speeds of 100mph or less,nails for attaching wood structural panel roof sheathing to gable end wall (� 0 0 coat for correction thereof. diametesr minimum. specification for wood 1984.1 (2)coats and receive(3)coats OF non-yellowing p 2 staples 13i4 framing she II be spaced 6 Inches on center.((Amen basic wind speed Is greater than 80mph,nails for attaching panel roof aheathfng to ryi D.)Welclad wire fabric(WILF)Is to be 6 inches x 6 Comply with ASTM A-6,general requirements For polyurethane.No floor to be stained/sealed until wood r\ The Contractor shall be responsible for the removal of inches espaces,010 x 010 gage which shall consist of delivery of rolled steel plates,shapes,sheet piling, PROTECTION: is properly acclimated and dried. I" x 6" sheathing to each bearing,face nail 2-8 a Intermediate supports shall be: spaced 6 Inches on center for minimum 40-inch ridges, eaves, and gable end walla and 4 inches on center V .�..) all waste and debris In compliance with all local,state, cold dr^awn members having an ultimate strength OF not and bars For structural use. The Micro-lam lumber beams,like any other wood 2 std Ie6, 1/4 to gable end wall framing, and federal regulations and shall indemnify and hold less thain 40,000 psi.iWWF to to be placed in all slabs product,shall be sl PLUMBING/MEGHANICAL/HVAG: P x 8" sheathing to each bearin , face nail - hi.Gypsum sheathing shall conform to AST" C-IS and shall be metalled In accordance with GA 253.Fiberboard sheathline shall conform to '� ^ (� the Owner and the Architect harmless From any losses or and stops. Conform to various ASTM standards,as noted,and all g � 3 — r''� claims In connection therewith This clause shall survive E.)All reinforcing (a to be securely fastened to resist requirements of the governing authorities. PROTECTION: 3 Staples, I/4 either AHA 194.1 or ASTT'I G 208. r Provide all necessary roughing for complete 3_8 1. Spacing of fasteners on floor sheathing panel ae1 es supported b framing members and at all floor perimeters and Spacing of V 9 p g pp y 9 p y p t r (O (10 the termination of construction,or completion OF the movemeint during concrete placement. The Micro-lam lumber beams,like any other wood installation tans. Wider than 1" x 8" sheathing to each bearing, face nail 4 eta lee, I� �J � Per P 3 Fasteners on roof sheathing anal edges 1• Iles to anal ed es su orted b framing members and at all roof lame perimeters.Owner/Contractor agreement. F./At rasa wells provide(2)5 bars at t and MATERIALS PROPERTIES: Blocking of roof or floor sheathing panel edges perpendicular to the framing members shall not be required except at Intersection ew g g p top product,shall be exercised during handling to prevent 4 g pp p g pp y g p p bottom and 5 bar at 16 inches O.G.vertically damage to the beams. Contractor to provide and a for all necessary The drawings and specifications are Intended to G.)Provide 05 dowels at arc inches O.C.extending from 1.Structural steel shapes,plates,and bare shall be P pay y Built-up Corner studs loci 24 O.G. coordinate.An thin found on the drawings and not footin is Into wails. ASTM A-36. Inspections,tests and approvals. adjacent roof planes.Floor and roof perimeter shall be supported by framing members or solid blocking. r-i y e 9 9 HARDWARE; � +i mentioned in the specifications or vise versa,or 2.Cold Formed steel tubing shall conform to ASTM All hardware Is to be fabricated by others according All fixtures and fittings to be provided by Owner and Built-up girders and beams,2-inch lumber layers 10d Nail each layer as follows: a--) . anything not expressly set Forth In either,but which is No admllxttres shall be Introduced into the concrete A-501 to details contained In the contract drawings. installed bg Contractor. 32"oz.at top and bottom and 7 reasonably Implied,shall be furnished as though without written approval of the Architect. 3.Steel pipe:ASTM A-53,type E or 5,grade B. Black staggered. ,�r..(( specifically shown and mentioned In both,without extra finish,except where Indicated to be galvanized. All plumbing work shall comply with all applicable codes Two nails at ends and at each /XMa L Vcharge. AII conccrete placed Into forms for a vertical height of 4.Anchor bolts,ASTM A 301,grade A,non-headed INSTALLATION: and standards er(N-YS.G-)Part VII.Install fixtures and �� I,��more thaan 36 inches shall be vibrated. type. The Micro-lam lumbar baame are to be Installed in P 2 planks 2-16d At each bearing J ODuring the course of construction if modifications tO 5.AII steel shall receive one of red oxide rimer after fittings In strict accordance with manufacturer's I/ P accordance with the plane. Temporary construction instructions. Roof raft rs to ridge, valley or Ihip rafters- the design occur as a result of existing conditions, Provides beam pockets at all beams as noted. fabrication in shop. loads b and limits Indicated thereon are not 17 request of client,architect,etc.The Contractor shalt � toe nail 4-16d 'u ^ co submit two written copies of a change order with the Provides sleeves in Foundation for all utilities as ERECTOR SHALL PROVIDE ADEQUATE TEM-ORARY approved ed. y the,cuts a notches not previously All lines.Ali to s comber in cast Iron except for vent face nail 3-16d � / f� � b. amended rice. The Contractor shall not continue with necessarr .Verif In Field for to ourin concrete. BRACING FOR LATERAL STABILITY UNTIL THE epprovad t the engineer umbel nor be made. The Final shallAli water supply piping and piping for heating /t � Is Y � � ,-(11 p y y Pr P 9 erection of the Micro-lam lumber beam shall be under shall be copper. Rafter ties t0 rafters, face 3-8d /.e 'l ^' � any changes until he receives written authorization from STRUCTURE IS FULLY BRACED 15Y THE INSTALLATION the direction of qualified construction supervisor. Pt U the Owner or Architect. PLACEMENT: OF PERMANENT STRUCTURE: ��•.-.i Insulate all hot and cold water supply lines-Provide t-i If In the course of construction,a condition exists Slump skhall not be more than four or less than two Lateral nail holding and withdrawal are as provided In new water service to residence. r p the code for Douglas fir sawn lumber. Nails installed ,"^����'11 A``I� ///� ZI � { which differs from that as indicated on these plans,the Inches aas measured at point of placement and by A5TM DIVISION 06-WOODS.PLASTICS.AND COMPOSITES: parallel to the glue lines on the narrow face shall not Connect all roof leaders to dry wells.-as indicated on / 1 4/ f Contractor shall stop all related work and notify the 143. et�,P, 111 1Architect. Should he fail to follow these procedures STRUCTURAL LUMBER: be spaced nchesr than 4 Rang c for 10-penny common site plan.Provide 6 Inch below ground PVG ptptng. J I � O Ond ontinue with the won he shall assume all Minimum i coin essive strm th shall be 3500 P51 for nave and 3 rpend for 8-penny Common nails. Nails � f) f�a c k Pr 9 tnstalted perpendicular to theglue lines on the wide Provide high affidancy gas fired boiler(95% � � � responsibility and liability arising there from. structurraI concrete and 2000 PSI for paving at 28 All lumber and labor shelf comply with all local,state face shall be installed in accordance with the code. efficiency or greater)to accommodate residence.Size ('''� '� 0 days. and federal authorities having Jurisdiction. These nailing specifications are based on a member at of boiler to be determined by heating contractor. —I The AIA document A-201(latest edition)"General least'/."thick and 3-1/2"wide. Holding power of bolts Boiler to accommodate all zones of radiant heat and V Copatructlons,or the Contract for Construction"shell Goncreite shall not be re-tempered by addition of Exterior wall to be 2 inch x 6 Inch O.G.with siggls sole Installed perpendicular to the glue lines Is as forced hot air as follows: ,Z �, prevail whenever possible. water oaf cement after It has partially hardened. plate and double top plate.Notching and drilling of provided in the code for dense Douglas fir. A.)(5)zones OF forced hot air to be coordinated with ail studs sha11 comply with(N-YS-C.)Section R602b All work uhall conform to the 2015 Residential code of Place reinforcing according to CR51 recommendations: specific approval la required for other than nailed Architect and Home Energy Solutions. ' J New York State(latest edition)and all rules and Min.3"(cover for surfaces in contact with grade and 2" Interior partition walls to be 2 Inch x 4 Inch O.C.with P Pig q 5.)Separation of first and second floor zones to be 9 P and bolted connections. coordinated with Architect and Home Energy Solutions. regulations therein and with ail other agencies having cover ffor other surfaces,unless otherwise noted. Lap single sole plate and double top plate unless � 0 jurlsdlction. weldedi wire mesh 12"min. otherwise noted. STRUCTURAL PROPERTIES: zone provide taco circulating pumps for all heating D.)provide isolation valves for each zone. _i.� O -' The Contractor shall make sure that all trade's work Gonsoll'ldate concrete by band or with mechanical Exterior wall sheathing shall be 5/8 Inch GDX plywood E • 2,000,000 FB •2000 PSI E.)Provide all necessary wiring conforms to Federal,state and municipal codes(BOLA) vibrato7rat maintain proper reinforcing locations. unless otherwise noted.Secure to framing per(N.YS.G.) No substitutes are acceptable,unless specifically F.)Provide indirect hot water storage tank to O and ordinances. These shalt supersede drawings,notes Table R6023(U noted by engineer. accommodate residence. II s Architect aha11 be If ten eerature falls to 40 F or below,uniform) heat 0 -N U and dimensions in a cases. The p y notified of such changes before work to started. water aind aggregate to maintain concrete between 50 Roof Sheathing to be 3/4 inch COX plywood. PLYWOOD. co Provide Honeywell s w thermostats for all zones - (. Non-Familiarity with governing rules and regulations well and 80)F at points of placement. Do riot use Frozen Roof sheathingshall be CDX 2410 plywood,5/5"for coordinate all locations with Owner prior to installation. TO.RIDGE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (Y� � not be cause For"extra"bills In the event that work materiaiis,calcium chloride,slats or anti-freeze. All All structural lumber(headers,posts,floor oz+te and P y with Heating systems to be installed In strict accordance `• ✓ Q) fig- p J sheathing spaming 16"or lase,and Y."otherwise. with manufacturer's requirements. has to be replaced for non-compliance,The Contractor exterloor concrete shall be air entrained. roof rafters)shall be construction grade Dougl.is Fir a 4'DWv!TO ROOF) 4•DWv!TO ROOF) �.u)v!TO ROOF) 4"DUN fT0 ROOF) M 1_ � shall be held responsible If he has not notified the Larch 02 and better surface dried to max.14%m;fature Floor sheaths shall be 32AV structural 1 4 It C-D t1. All heating equipment including type and location of " Q � {') Architect before Initial Installation. Maxzmumn deviation from flush,plans or plumb surfaces content,stress graded lumber. Lumber shelf haves the thermostats and zoning et o approved by Owner. p p g exterior,Y."thick APA rated,T4G,glued and nailed. J.)Provide outside reset controls and complete shall bee 1/8"per ft.t slabs shall be level,unless following minimum stress properties: Computer controls for boiler. P The Contractor shall make any corrections required by otherwlilse noted. All plywood shall be grade marked and meet the K)Provide outside air source to Mechanical Room the Architect.Approval of drawings or schedules shall FB•815 psi standards of American Plywood Association.(APA) (One Sq.In.per 2,000 BTU boiler capacity)with a duct not relieve the contractor From responsibility for Finishess shall be as Follows,unless otherwise noted: FV"15 psi - deviations from drawings and specifications,unless he Interior,slabs-steel trowel smooth finish E " 1,600000 psi with a register within 12 inches of telling and a second has called attention to ouch deviations l in writing)at Exterfo7r slabs-broom finish perpendicular to path of DIVISION 01-THERMAL AND MOISTURE PROTECTION: register within 12 Inches of finished floor. Sign do Seal: L.)Provide new as service to residence, i�$' I-�" 1-A" 1,M' Sign I-,Ma" 14„ i the time of submission of bid and secured written travel. All structural lumber shall comply with and be erected In 9 3' 3' 3' 3' 3s approval. Nor shelf It relieve him From responsibility For accordance with the national forest products INSULATION: 4�GD errors in shop drawings or schedules or the props Formwonrk not supporting weight of concrete may be assoclation'e National Design Specification for Wood Provide complete central air conditioning eyatem I lf" INCs 11j" 14f" 1-j5' 1 ' 1-14" 1r,� 'PE R. Cy/� e performance of mechanical equipment and controls. remove-d after 48 hours of curing at not less than 50 f. Construction,latest edition. Insulation shall be Foil Faced(typical). throughout residernce(member of zones and location of WATER LAV ACHINE WATER LAv v WATER v WATER all diffusers/grilles to be coordinated with Architect CLOSET CLOSET CLOSET CLOSET ��` �Q Qy �0 This word "provide"shall mean to furnish end Install all Footlne�s shall be oat at a minimum of 4'-0"below All lumber shall be grads marked. prior to Installation).All equipment shall be selected by AV V WATER '9 The won necessary is complete the work n FoOtfinfol-eca grads. Provide bast insulation throughout the first and second Home Energy Solutions. CLOSET floor of appropriate thickness: Provide completes stem of supply and return T.Q.SECOND SHOUTER SHOWER o o SHOWER W. SHOU.ER SHOWER accordance with accepted construction standards and Provide Joist hangers For all flush framed conditions, y PP 9 — — — — — — — — - — — — — — -- - — — in recommendations. DIVISION 05-METALS: as manufactured by Simpson,Teco or equal. Install to R-21 in all 2 inch x b inch walls (insulated)ducts to be utilized for central air — — accordance with manufacturer's instructions. R-15 In ell 2 Inch x 4 Inch walls conditioning. FLOOR 4"DUTY!TO ROOF) o All items specified are to establish quality of work: STEEL iWORK IN GENERAL,SHALL CONFORM TO THE Provide R-49 bate.Insulation at ceilin sat attics. CO I• CA. 2' �• C.O. 2" CO. 2" 2„ CO, It is a v I W f0 an person, products of Other marurfacturer's equal in design,color FOLLOIWING AMERIGAN INSTITUTE OF STEEL Carpenter"If do all cutting an fitting of woodwork 9 Both heating and air conditioning systems c shall be 1S' 2• CO -ya" R-38 bbLt.Insulation permitted If covering I00%of deal nod,Installed,and/or ad ustad contractor to 3' 3" i • 3• 1 9• _ 1- ' 9' U Ss ti �➢re iQa fthe and quality may be substituted if approved by the GONSTFRUGTION STANDARDS. required Fxj the plumbing,heating and electrical calling area extending over exterior to wall late- g J by `C Architect as meeting atstablishad design and functional contractors or any other mechanics to Install their work g g P P provide for this distribution of Meat and air criteria. -Gods i of standard practice for builders and bridges conditioning to an spaces. w mite oltef i in any ay. -5pecl0ricationa for the design,fabrication,and All lumber in contact with concrete/masonry shall be Provide of basement wall insulation at Interior or exterior of basement wall Or c9vn t interior belt.Insulation orch ems r it All work shall be executed in accordance with the erectioon of structural steel buildings,Including the treated in accordance with(N.Y.S.C.).Sill plates to be at Interior basement walls. y The first ll0)feet ng all supply and return ductwork - archit ��' � i architect shall best-accepted trade practices and as per commenntary and supplements. (2)2 Inch x 6 Inch ACQ.Contractor shall be responsible leaving and returning the air handling units shall be 3 1 yr" H „ 3" I lS• rota o I and the I--J4" 1-lf' ��'" notation "a ed b� his aces For structural joints using ASTM A-325 or ro ensure that the means Of otactlon are duct]Tried with I inch acoustic lining.The balance of all 1- " Hy+" 3' y manufacturer's recommendations. J 9 proper � Provide R-10 insulation at basement slab perimeter 36' Signature and the date Of SUCK alteration, -rip p ductwork shall be Insulated with I-IR Inch 3/4 Ib. A-490i bolts. utilized during this handling,cutting,drilling,etc.of all In depth R-15 required for heated slabs. The Contractor Is to Indicate to the Architect the treated material, p q density,lapped and tied with Fiberglass t In cord. 1,15' I-ya" DISH AteN y PP g y 9 WATER LAv LAv WATER Av W WA proposed dates and noire during which work shall be Provide new copper flashing as dictated by Field Provide R-38 bait insulation between teller-first floor, CLOSET and o specific description of the alteration. performed. The Connector shall prepays and update conditllens.All roofing and related flashing shall d Cutting of the floor Joists to a depth of 1/16 of the DIVISION 31-EARTHWORK, CLOSET 91NC SMK AV WATER CLOSET oust span shell be permitted ex In this middle third first Floor-second floor,unless otherwise noted- monthly construction schedulest completion date may coppesr or lead coated copper. J P P except Landscaping:all trees and shrubs which Interfere with not be extended without written notice. of the span per(N.Y-S.C.)Figure R502B. provide sound attenuating insulation in all interior walla. the construction of this project shall be ramoved3 and TO.FIRST FLOOR — —6 8H01!!ER — — SHOWER o — — — o Providie all necessary joist hangars,connectors,bolts, I--- — — — — — — — — — — — — — — — — The Contractor shall obtain all required building sleeves,slots,nails,screws,etc.as required to provide Notching,drilling or cutting of TJI Floor Joists shall be Insulation in basement/cellar shall be mildew resistant new Ornamental trees and shrubs planted,new lawn areas Architect: permits,approvals,underwriters certificate,"C of O," complerte job. In compliance with manufacturer's instructions.See shall be seeded after f vi ed grading is complete. 2' and/or completion For all work indicated For agencies specifications on Engineered Lumbar Data Sheet. (paperless). Sae Landscape Plan provided, y �� 2. 2• 2• CO C.O.I. 3• �" 2. having completion jurisdiction. Provicde heavy duty joist hangars at miccroiam Provide 1 In thick rigid Insulation at perimeter of 3" 4. 1 N, 3' CO. connections as manufactured by Simpson or approved Double Joist or provide ladder joists at I6 Inches O.C. gg Storm drainage:contractor will verify requirements of 1 " I_ '. The Contractor is to supply owner,m wrltin ,a waiver equal. The Architect shall coordinate all connections of under all partitions running parallel to same.At wet foundation per IN.YS.G.)Section R4033 to protect local authorities for storm drainage- g p g P water proofing /� of all liens for himself and all suppliers and major structural members-the Contractor shall notify locations provide space between double joists and subcontractors,at the time of each payment request. the Architect when all members are to be installed. block solid at 48 Inches O.G.per(N.Y,S.Cd Figure All insulation shall have a flame spread rating not Provide new storm water drywall as indicated on plans. / ��� R502I greater than 25 and smoke development index not to 1�" 1�• - Do not stela drawings,written dimensions aupercede Providia termite Section shield at all compatible Foundation work per xceed 450 par ASTM E84.Exposed attic Insulation Provide now septic leaching system in front yard Including 3• 1'K� 1 � (N.YS.CG.)Sactlon R324, at(ble with AGQ sill.Set Provide minimum(3)2 Inch x 4 Inch or(3)2 Inch x b Inch P P septic tank grid IeachIng pool per plan. I-ya" UTASIaI 3' /" scaled dimensions.•• co"nP On floors shall have a critical radian flux not less than (( termites shield on sill sealer insulation. oats below structural beamshnaadar unless Otherwise FAI.� WATER LAv MACHIN P 0.12 watt per On.per IN.YSG.I Section 1¢320.4. Upon completion of the work the Contractor shall have noted.Block solid to foundation or framing below. p �' p Provide 6 foot construction Fence during all phases V WATER i ^ all areas cleaned Including but not limited to Providye all retnForctng and mesh For all concrete work FLASHING: of construction needed for dictated log the budding department O-�� vacuuming,washing and polfshrng. as speactfled in"Concrete"Section and per(N.Y.S.C.) Provide all necessary temporary bracing,shoring,etc, and as needed for r secure art Provide hay bales Sectionn R406.4:6 4 ASTM A615,A106,A996,with until all framingand sheathing Is in lace. and silt fence In rear of property as prescribed by the _ROWER 9 P Flashing work shall Include all flashing required for village. TO.CELLAR o . F11 W.—. .— T — — — '-- ---- — -- — —Tut— .--- — -- — --- / � I Broom clean affected erase and cart away all debris. Minimum 40,000 pal compressive strength. complete Installation of new roofing,trim,entrances,all — — — — — — �\ Provides fire stopping of the type and location per Indicated on drawings. Repair and/or replacement of It shalt be the responsibility of the Contractor to CO9 2,i The Contractor is responsible,during all phases of Provicde 5/8 Inch round x 18 Inch long anchor bolts at (N.YS.C-)Section R602D and draft-stopping per gutters and downspouts as required to create a water properly tarp all exposed portions of the structure at I 3' Jf' CO, 2" 7. work for all construction means,methods,techniques, all foundation walls at 23 Inched O.G.-minimum 2 per (N.YS.GJ Section R505.12. tight job. the end of each day until such time as the residence is 3• �• \ sequences,procedures and safety precautions wall anod maximum 12 Inches from each corner per I i " u connected therewith. (N.YS.G.)Section R403.1b.Provide 3 Inch square Contractor shall be responsible for modifications completely water tight. q sP any Flashing for roofing shall be copper sheet:ASTM,16oz. washeres. which may be required by the Building Inspector,within (0p)2R6"Xcoid rolled). Separate all dissimilar metals Provide Owner and Architect with drawing Illustrating The Contractor shall furnish and Install all material and the scope of the Contract as set forth in the plans or I CO. YYY ' P P with bituminous coating. Joints to be soldered. all new and existing subsurface utility locations and � ,fit equipment as shown,and unless otherwise note,all ProvIcHe steel framing members as Indicated on plan. as outlined In the proposal,at no additional charge to dimensions.This drawings shall include water service, �� I `W , equipment shall be new and of best quality- the Owner or Architect. Provide zinc coated copper flashing pans at all Y 6 Fabrtcaetion and erection of all structural steel work gas and electric services,drywalls and septic system i This Contractor Is responsible for this coordination of shall cconform to AISG specifications For the design, Materials for millwork shall be kiln dried to a moisture 11 exterior doors and windows with sill&within 12 Inches of and all related piping. _ -_—_ - p P 9 roofs below. 4'_WV NOTE: ALL SANITARY CONDITIONSIF all necessary Inspections during work as well as for final "it and erection of structural steel for contentt lees than 12%. SOILS: building department approval and for obtaining the buildintigs - latest edition. All windows and doors shall have drip caps. TO NEW SANITARY LINE N.Y.S.Underwriters Certificate and the certificate of Neatly and accurately secure joints so they are fitted Excavate for all footings,foundation walls,and other AND LOCATIONS TO BE REVIEWED Occupancy/Completion. All steeel shalt conform to A57M designation A-36 steel. tight,blocked and put together to avoid opening. such work as may be necessary to the depth*as shown ►�i''��1 Countersink all nails at all trim.the Painter shall be DIVISION 08-OPENINGS: on the drawings.All trenches for footings,foundations, BY SANITARY ENGINEER iN FIELD AD RA V 1 YA This Contractor warrants that It Is expert In the type OF Steel pipe columns:conform to ASTM A-53,grade B responsible to caulk all trim,fill and sand holes-ready slabs,etc.shall have level,soild and undisturbed construction work and method of construction required 3-1/2 mach round x 0318 inch wall thickness(extra to paint. Contractor"if varffy daneasione,and quantities In the bottoms. her under.By submitting a contract price,General strong)unless otherwise noted on plans.Prime columns field and report any discrepancies to the Architect.All (/� Contractor is deemed to have represented that Its per(N..YSL.)Section R4012. Provide fire stopping at all plumbing and electrical rough opening dimensions for doors and windows are Foundations have been designed based upon as DESIGNS, I~I~V firm,supervisory staff and workman are expert and penetrations both vertically and horizontally to comply the responsibility of the Contractor. assumed sod bearing capacity of 2 tons per square experienced in the type,method and performance of All bollts shall be 3/4 Inch diameter unless noted with(N.YSc.). foot.Any visible unstable conditions not brought to work required,Including the work necessary to produce otherwtise,ASTM A-325. Contractor shall review the door swings with the Owner the attention of the Architect shall be the A2ARCH i 6@GMAIL.COM the best possible aesthetic appearance for this Provide(6)8d nails at both ends of all 20 gauge prior to placing and door orders. responsibility of the Contractor. project,consistent with the Contract Documents,and PrOVidie top and base plates per plans. metal straps. (5 16)289-246 1 that have offered such expertise and experience as an WINDOWS: (see window schedule.) Fill used or encountered underneath foundations and inducement to the Owner to enter Into an agreement with Providfe non-shrink grout at typical bearing plates set Provide TJI floor joists(see plan for size and slabs shall be compacted to a minimum of 96%maximum the Contractor. on mas"onrWcomcrete. spacing).Install in strict compliance with manufacturer's Windows shall be low-E glass. Size and function as cie•n&Ity in accordance with the modified proctor test. Installation guide.Provide strand board at all box indicated-Contractor to verifysizes,(row openings) The Contractor shall arrange with the Owner for proper Joist aind other framing connectors&hall be beams-double at all openings.provide lateral with model numbers prior to orering windows,and t excavation adjacent ato footings.(elope for any storage OF materials on the site so that all is done in manufaccture•d by Simpson,Teco or approved equal. bracing at all floor joist&per manufacturer.Storage on report any discrepancies to Architect. Project Title: A an orderly and secure fashlon. site and Installation shall comply wfth manufacturer's Where walls are poured to grade,the contractor shall 3360 Bunn ewe t a Proviede galvanized hurricane ties at all roof eaves at requirements. Provide and Install all Insect screens,colonial grille backfill against them with clean earth Care shall be All site work Including,but not limited to storm water each raafter. and hardware(as per owner's request). taken to brace the work adequately to prevent disposal and septic system shall meet the requirements Store TJI materials In dry location and protect during deformation or collapse. of all agencies having Jurisdiction Including but not All stesei to steel connections shall be bolted.Provide construction as recommended by the manufacturer. All glass within!IS)Inches of floor to be tempered. limited to the Nassau County Department of Health or (4)-At325 bolts(3/4 inch)at all column to beam All materials used for backfill shall be free of debris utehogue, NY the Suffolk County Department OF Health conn*=tlOns. All floor Joist shall be bridged at mid-span or at DOORS:(size as Indicated on plans) and organic material large than 2 Inches in diameter, Intervals not to exceed 8 feet. Metal,solid wood SKYLIGHTS:(as Indicated on plans) length or width The Owner"It secure the services OF a licensed land Provictle aluminum(unless noted as copper)gutters and blocking,and(2)5/4"x 3"bridging Is acceptable. ;t" surveyor for the final survey. leaderes throughout residence.All leader locations shall All glazing In hazardous locations shall be tempered Water shad not be allowed to stand In excavations until be approved by Architect prior to Installation. All wall Openings,4 feet wide or less,shall have double including glazing in and adjacent to all doors,and in after concrete work has set. Contractor shall remove The Contractor shall provide temporary port-a-san for studs at jambst spans wider than four 4 feet shall have locations meeting all of the following criteria: such water at his own expense. • duration of the project. Steel connections shall be two angle standard double studs for header bearing plus Jamb stud. A,)Exposed area of an individual pane is greater than Drawing Title: connections wherever possible.connections shall be (9)Sq.Ft. Temporarysheet piling,shoring or bracing shall be I, GIUSEPPE ADRAGNA,HEREEBY DIVISION 03 -CONCRETE: adequote to carry the reaction due to maximum Joists shall be doubled around all openings,under all 5.)Bottom edge less than(18)inches above the floors. providedas required maintain excavation banks in a k COVER SHEET uniformity distributed load that the beam Is capable of parallel walls and partitions,and at cantilevers beyond C.)Top edge greater than(36)inches above the fe a table condition, CERTIFY TO THE DEPARTME=NT OF Conform to the following codes and standards latent supporrung for Its span based On the A.I.S.C.Safe Load the foundations wall. floor. BUILDINGS OF THE TOUN OF g 9 P SOUTHOLD THAT TO THE BEST OF MY DATA gC GENERAL editions: Tables,. D.)One or more welkin surfaces within l36)Inches No blasting shall be permitted. Typical interior new,non-bearing partitions shall be 2x4 horizontally of the glazinig- -American Concrete Institute 0302 recommended All steal shall have factory rust Inhibitive coating studs at 16"oz.with 5/8"sheetrodk Tape,spackle and Contractor shall retain a licensed civil engineer to PROFESSIONAL KNOWLEDGE THE NOTES practice for concrete floor and slab construction,0301 Includirng inside all columns. finish as specified. Provide and Install interior and exterior doors as perform all design and supervision related to specifications for structural concrete for buildings,►318 indicated on plans In strict accordance withexcavation, DOCUMENTS CONTAINEa HEREIN buildfng code requirements For concrete. Providle all metal straps from roof rafters down to Typical exterior walls:new construction shall be 2xb at manufacturer's specifications. (sub tandard a s than2-tton/sq.fttt..)soils encountered, CONFORM TO THE LATEST 201a foundaitfon per details as manufactured by Simpson or I6"oz. roads,and site structures not usually considered INTERNATIONAL CONSERvAT-ION Concrete Reinforcing Steel Institute Manual of approeved equal.All 20 gage strips shall have six(6) All exterior doors&ha11 have weather stripping as part architectural In nature. Standard Practice. 8d nall:ls each side.Straps at base of First floor walls Provide Itntela or headers at all openings,whether or of their assemblies. CODE AND 2020 N.Y.S Project / Scale: which wwrap around sill plate shall be stainless steel or not indicated on the plans. Headers at non-bearing All basement walls below grade shall be damp-proofed INTERNATIONAL ENERGY 11 -American Society of Testing Materials(ASTM), doubles hot dipped galvanized and Installed with conditions shall be as follows: Maintain all hardware protective coverings until final with two coats or asphaltic,self-priming plastic cement, 1000-111-11-2i3.2 As Noted Standards as noted. stainteses steel or hot dipped galvanized nails.Provide acceptance trowel or spray applied to walls fr water table to CONSERVATION CODE COMPLIANCE. all strapps per plans and as required by the building If 4'-O"or less 3-1/2"x 9-1/2"LVL determined to be minimum 2 feet below basement slab Datc. -B.O.CA.Code,and all other local codes and departtment.All exterior columns with wood posts shall If 6'-O"or less 3-I/2"x 11-1/8"or Hardware shall be accurately located,securaiy elevation.Bentontte or 60 ml liquid waterproof Sheet f/: authorities. have alvanized raised post bases and post caps or 5-1/4"x 9-1/2"LVL September i6, 2024 1 of X 93 P P P Fashioned and operate smoothly. membrane as mint t3y Anti-Hydro or equal shall be used - galvaniiized tie downs as required.All main roof If 8'-0"or leas 5-1/4"x ll-1/8"LVL If water table is higher. Contractor shall verlfy water NOTE: Provide continuous poured concrete footing(see plan memberra Including hips and valleys shall have tie downs table in the field. PROGRAMMABLE THERMOSII•ATIC Sheet: for size)with Minimum(3)5 bars and continuous 1-1/2 at plaice and ride. IF a header is not Indicated at a bearing condition, Inch x 3-1/2 inch keyway.Footings shall comply with Inform the Architect before proceeding. Provide continuous damp proofing on all foundation CONTROLS WILL BE UEED FOR HvAC (N.YS-C.)Section R403. Providle zinc coated copper flashing pans at all I walls with approved rigid insulation cover per(N.Y.S.C.) EQUIPMENT. exterto r doors and at windows within 12 Inches of lower All walls(exterior)shall be braced against lateral Section R406.1.System to extend to bottom of T — 0 0 1 . 0 I'I roor Itmes. loads by structural sheathing,16 ga.Steel strapping,or footings including 45 degree cant.Backfill shall be let in Ix4 corner bracing. clean bankrun or approved equal not until walls are properly braced per(N.YS-G.)Section R404.1.1- - N 2 1 0113 fI _ PPE SON. 20 OAK / _ PIPE IMF1ROVED LOT' - PUBLIC, WATER 1BIW ,/' i � ,' MON. i111111111 0 ® ems e M 0 w M ® w M MMME M M w w ® N M 111111111 0 w 0 w M -150.0 - - _ _ - - _� - _ / - - � - - -- - - - - _ - - - _;_ _ _ _ - - -� - - - - - _ _ - - t_ - _ -,- + _ - - - l )g"OAK / ■ -- I / / I / / / / I 1 / / / /♦ to W ■ �lN 1 \ I I I 11 11 I! l l / I �4,,' f��ia��� ���� /' �\ ,� I �/ /� / /� 'F "v �° co c.cq c, "OAK - `� / // // / /' /♦ //� a o a / / iC'� rn G rn l�l CTO BE "'EMOOV D) ` / I d' // / / / /♦ N o �,• o 01111■ `�JJ" \�.' I I I 1� 11 /� / I �' %� // `mil �� �\\ co tin d \ I I + V/ I / �' r' J2 ACT � / / /� o CD CD fy CD C\2 CD 11lpp 2o,S7, fi 00 CD o --I I I I ��6 \ f o 18 OAK I I I / 1 / �'} FiO Q�/ < 0� ANC / // / / d s z �F<<�;' 'o S� r��\ter i / �# 4 Cb 1\ I I I I i i i i I i I i OD /98 Q- + I i i I I I 1 I �\ I I I 1 �s� s� Is \\ i` '1 /� i / II U I I 1 I- \ Ut"` 1 I I 4 I � I I I 1 1 I I ► � Q-'c)- O`'-' �`' - - ,. � yes, � � / { I I 1 I 1 I I f I 1 1 I LET �CU' � 3 O 1; 18"OAK I L I 1 /g,,6a 84 s o 1 I I I I I I I o\ I I 1 I 1111 S.,a' I I ` 11 AZ k3 J �AA . �fi.J I ( �► I I I 1 1 �' O -' Q 'BE I 1 , ' I I I I I \ I 4g 40 `�� 6 6 Q �° a4• I I / I +/ + I �// � I; U a,� / 6 7, / jr A - ) r, o PIPE // / 1 1 1 I \�� $J o� I / I `�` /I 1 I / I I• O 0 t20 ON 4a, 4-1 / Q) r. .O O / t 0 / / / / I Q) I+ U __---'JMON. � � ILI . 00 0) 1:1 U) yf�\\d // // o ` `' •-y � co co 117 Q) s I I 1 18"OAK ` / / / % / ,� �` s�; . , =/ ! 18 OA / ' // / // (ni y.• /� \ / TO PLAN FOR OPEN OR SOLID COVER ' / / / �� / \ t� / ;�G•T rl�-- /i p� /, •"C •'• / I �(/� I - .. ADE BY CONTACTOR IN FRAME AND GATE BRICKED TO REINFORCED CONCRETE 9 FIELD ALLOW 4" MIN. 12` MA COVER SLAB - T(�RETE Si n S Seal: J ./ FOR AdJUSTMENi C.I. FRAME & GATE 89P (H-20 ATED) XXX RIM ELEV 6 TNICK/f5 AT 5" E.W. TOP OF RING ELEV. Z. MMAX• SEE PLAN FOR FRAME AND COVER TYPE G // / / / ��R\G_- / \T--__ / \ ry 'Sl5( -�" .• w^�//. I `` / HDPE INLET PIPE (FOR SIZE AND INVERT . QE b ♦ URiE� / pCE�' I l l 2P,"OA SEE PLAN TOP ELEV. INV E - - ---_ PINrq STORM DRAIN CAST C Q/C ' I GEOTEXTILE ®®®® * i P. ♦ / PROPOSED /I , _ ♦ �- - �% / I / I ®®®®® - -__ ' o It a w I ticany p on, nless acting WATER MET R.- � / � I `-0-. 2W/ I / / ` / un r t 1 gdse i ct,to alter Oj / / / / ! + / /• // �// ) I 1 �� ®®®®® - --- O an 1d{ way.-" em be seal of an arch ere erf ct shall affix to w his ite red followed I 1 ®®®®® .- --- �'� b his s1 a ch alteration,and a '""TTCC/ I / I/A/ ANK `� /y\ lid Q 3.. / /. / // / _I y ry� ®®®®® specific des anon. TYP I ♦ l l \ i' -` ` l \ J / / / / BOTTOM OF RING ELEV. AS NO ON PLAN f ' Architect: � / / \� CTq / 68� / /� // / 0i MINIMUM TO �� / // `�`.�-_- / S`.�`` � ` // / J3 / /' 6 MIN. PENETRATION ,.: GROUND WATER ♦ 1 / Im'm 116' DEEP I \ @ / / -7' INTO ACCEPTABLE , ♦ ! / [/Q�`.\ /� /; / LEACHING MATERIAL .r'`.,ti'.` ` BACKFILL (UNDER AND AROUND DRYWELL - - _ ----- _ O) / / LEACI-IIRIC�PQOL / ��OAF�N� / / / / r,. // WITH GANIULAR MATERIAL CONTAININGLESS 'C` � /� 18��OA CLAY. (SHILT & CLAY EFACTIONINOLT T�TO f / / W V `Y EXCEED 5%) ��✓/j { / t A /♦ / ` �� / VIRGIN STRATA DRYWELL SCALE: NTS \ 1 ,/ \ / \ rj5cn� ,�� / / DIVERSION RIDGE REQUIRED EXTRA STRENGTH FILTER FABRIC �� MON. / / i // \ // /ST� i / /// WHERE GRADE EXCEEDS 2% 2�GREATER NEEDED WITHOUT WIRE MESH SUPPORT n _ n \ 1 , / / / CF �� / STEEL OR SCALE 1 - -m J \ / / 1 / I / ROADWAY \ \ WOOD POST 1 / ♦ /� a ATTACH FILTER FABRIC / 1 I FILTER FABRIC SECURELY TO UPSTREAM AVERAGE \ / ' ZONING INFO NATION • %� / \ / i / SECTION A-A SIDE OF POST Z R ZONE: R-40 NATURAL GRADE ♦ {'`, / \ ,/ I/ ;--s-r DESCRIPTION MAX/MIN PERMIITTED PROPOSED ELEV. \ ( /II AD RAC NA ELEV. � / v � / \ NOTE: � �•.:.,:.�F=ow / i STRAW BALES, SANDBAGS, SPILLWAY USE SANDBAGS,STRAW BALES ; .:.... . LOT AREA 40,000 sg.ft. '13,509-08 sgft. 1 61-0 4 64.0 / I / I - EQ CONTINUOUS BERM of e / OR OTHER APPROVED MEtH00S ,'•�'�`�- �=_'.�• DESIGNS LLC \ I I EQUIVELENT HEIGHT TO CHANNELIZE RUNOFF TO :; y •• ` � LOT ll/IDTI-I ± 245' 2 61•ta TOTAL 2500 I SUPPLY WATER TO WASH BASIN AS REQUIRED. \ '\ \ ,0' MAXIMUM SPACNG VNTH 150.Oft. MIN. \ / I 1 / A2ARCH 16@GMAIL.COM I // //\/ `'; \//��f/` WRE SUPPORT FENCE I / 1 WHEELS IF NECESSARY \ \\�\�\\i 6' MAXIMUM SPACING W11HOUIT (516)289-2461 LOT DEPTH 1-15.0ft. MIN. ± 349' 3 64.0 A\/Cx. 6250 / \ } HARE SUPPORT FENCE I / I . ♦ 18"OAK ,� � � � FRONT YARD UIUNNEWE fA 50.0' -16.�' \\ C \ I / I / o 0 \\ \ I I �� I 1 STEEL OR H MAX. POST rrolectTitle. FRONT YARD LITTLE PECONIr_ 50.0' 59.4' Pre-existing Grade Calculations '�\\ - I / ( ♦ 1 �� \(� FLOW -�� ��- FLOW 3360 wunneweta 57.50 + 57.50 ­2 = 57.50 x 20.50 = 1178.75 \ II I / I ♦ v Ro �o ° �0W REAR YARD 50.0' 186 2' / ®� I \ I I �, 57.50 + 58.50 -2 = 58.00 x 24.30 = 1409.40 \ I ( o°a I o PONDING HEIGHT POINDING HEIGHT Cutchogue, NY SIDE YARD 15.0' 82.9' TO BUILDING : 1 / ,(�� COURSE AGGREGATE FLOW 9` MAX. r 3/4' MIN. DRAIN ROCK 73.4' TO BALCONY 58.50 + 57.50 _2 = 58.00 x 18.00 = 1044.00 •o •-0 12' MIN. I I � / MIN. 6` THICK FLOOR AREA MAX. 6,�15-45 SQ.FT- 5,'124•'12 SC�.FT. 57.50 + 57.00 =2 = 57.25 x 8.00 = 458.00 �� I \I ♦ / / ,� , o STORAGE HT. 6` BUILDING HT- 21/i STORIES -- 35ft 28'-g" 57.00 + 58.00 -2 = 57.50 x 20.00 = 1150.00 I j '' ♦ //� �/�,'' /�� ° ° ' /\ \/\;� \ / /`\/\//\;�\ Drawing Title: ` � `, I - o ,: ,2- MIN. LOT COVERAGE 209° 14,10I.82 sg-ft. 6,202 SQ.FT• 8.44 1 58.00 + 59.00 =2 58.50 x 8.00 468.00 II ` / / / // DIVERSION RIDGE 12' MIN. \ \/�\� 59.00 + 60.00 _2 = 59.50 x 18.00 = 1071.00 � \ (�\ ♦ / ,' i,/�`\f SITE PLAN 50' MIN. �\ / \ \� /� \ S � 1 ♦ / / / `x6` TRENCH /\y MAX. GROSS FLOOR AREA LOT 1: 60.00 + 61.00 _2 = 60.50 x 24.40 = 1476.20 \ \U,P, \" / , , PLAN WITH COMPACTED 5,T00 Sa.FT. PLUS 5r, OF LOT' AREA IN EXCESS of 40,000 61.00 + 59.00 =2 = 60.00 x 17.90 = 1074.00 \ \\ \\ i i/ ,� /' /' '13,509"08 SF- - 40,000 = 33,509.08 SF. \ �j� NOTES: TRENCH DETAIL INSTALLATION WfTHIOUT TRENCHING 59.00 + 58.50 _2 = 58.75 x 14.00 = 822.50 \ \ ON -"' \ / / / / nC ,. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT YS. PREVENT 33,509.08 SF. x 5io = 1,6�5.45 S.F. \ \ y / , / / ^'� TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY NOTES: ProjedM: Scale: 5,100 + 1,615.45 = 6,115A5 SC1FT• 56.50 + 55.50 =2 = 56.00 x 10.50 = 588.00 \\\ \\\ `\ \\ MON. ��/' // /// // {� TO TRREQUIAP SEDIMENTRE TOP SING, REPAIR AND/oR CLEANOUT OF ANY MEASURES USED pONDN SILT G NEFFlC NCY.CE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE 1000-111-11-28.2 As Noted f / 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE LOT COVERAGE/ BUILDING AREA: 54.50 + 53.00 +2 = 53.75 x 18.00 = 967.50 �/ \ '♦ \ \\ _ / i / PUBLIC RIGHT-OF-WAY. SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE Date: RESIDENCE 3100 \\ \\ _ ,/ ,/ 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED HEIGHT. 5heetM: 53.00 + 55.00 _2 = 54.00 x 34.30 = 1852.20 \ \ - __ , WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THIAT WALL November O8, 2024 x of x REAR TERRACE 1004 __ C / / SEDIMENT BASIN. NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANEINTLY POOL 648 55.00 + 57.50 ­2 = 56.25 x 19.70 = 1108.13 \\ \N, -" -- / STABILIZED. Sheet: POOL PATIO 542 � '♦�� // // GARAGE 542 255.60 14667.68 \\ + ___ U.P. / /, TEMPORARY GRAVEL CONSTRUCTION 6,280 SOFT. 14667.68 _ 255.60 = 57.39 Pre-existing Grade �b ENTRANCE/EXIT DETAIL SILT FENCE DETAIL ® o \ _ SCALE: NM SCALE: NTS N2101113011 _PIPE a'31.4 ' zm"OAK --_ SERVED BY: IMPROVED LOT PURL IG WATER 15'w^ / % % �' Mom• J L TEST PIT 1 GIUSEPPE ADRCAGNA RA. TEST PIT 2 GIUSEPPE ADLRAGNOA, R.A. MAJOR DIVISIONS S ION. PIPE ,�� , , l(JJ TYPICAL NAMES DICs DATE: JULY 30, 2024 DIG DATE: JULY 30, 2024 1 2 3 4 ■ _-_ `mil I ,\ / / /� I b i i / � / i /� TIME: 1:00 pm. TIME: 1:45 pm. ■ -_~- 1 \ / / / r / r ' r / WEATHER: 85' MOSTLY SUNNY WEATHER: 89' MOSTLY SUNNY I -- - - --- - --- - .' -- - - -- + � ---- -- --L - - - START GROUND ELEV.: 54.0' START GROUND ELEV.: 64.0' WELL-GRADED GRAVELS,GRAVELSANDMIXTURES, \ I- r-- I--- - - , , / . , I / , / / ' �' lk ~ 181 LITTLE OR NO FINES. I I ' , ; ,i'� r I , , , / ' /♦ DEPTH OF PIT: 19.0 DEPTH OF PIT: 113.0 • p amm � Q• l ' / GROUND WATER: NOT ENCOUNTERED GROUND WATER: NOT ENCOUNTERED w so _ �. M 6,,` / • , ' , / , r /• , o �t �{_ a �+P POORLY GRADED GRAVELS OR GFtAVELSAND MD(TURES, j' r♦ 'V DEPTH CFT.J MATERIAL GLASS OF DEPTH (FT.) MATERIAL GLASS OF ru 5 "/ LITTIEORNOFINES � / DESCRIPTION MATERIAL DESCRIPTION MATERIAL W 8kTY GRAVELS.GRAVEL-SAND-SILT MDCTURES• a� �,1■ � `� CA I \ I� 1 / r / / � ,� � /' � r I / / -i t '/-• / //��/� °1b1 ny�j wy, � / I / / i / / t� TOP SOIL II-615 TOP SOIL II-65 �s� >s GM ,��- • r I r , , / K w o�,i �. m IS OAK- C r I / / / 2 2td� I / / / `,' / . .� �� � •�� _ JC CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURES. F" ` / (To BE ri Z u) N U■ MM �\ /- I I I 1 ( \ 1,' r � � / / g`�` ,� 1 �1=M�D) `�` / I / / / / '!.'i�, �' m SILTY SAND SM 9-65 SILTY SAND SM 9-65 ��� w � U■ W \ 1 I I i I 1 II A / / J I / i / lY (I�' 5.01 i �\ /� rv(1i / '�� / '' Z '` ? `�� i �/ ' /' / �v �• y g h SW WELL-GRADED SANDS,GRAVELLY SANDS.LITTLE OR NO b / / y 1 4k N R , / / / /._- ♦ •,1.• a 1/Y U ., l I _ pl�e%, </ , COARSE SAND GWCOARSE SAND CzW x z 5 FINES.Ul = I ` i I II 1 ' r / r r / R? Icx ` / , / / � / t C�RAvEL 6-65 a GRAVEL u q o( F @ 1� POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR � ♦7r� , /jl titI I AK I I I ( l / 1 r DQ Fo Q( �` 00 p 6-65 O rn w t 1 f I I I I I I / ' r (h 'ooF` r / / / , 4S w d v� NO F1NES > o U \ i 1 i I i i i I - r ```\ 1 /� ; / ; /n 0.0' O a U y -1 t\ I i I i I ' - --- ' 1 ' r m o b a�i w h �`M SILTY SANDS,SAND-SILT MIXTURES. s, 1 �U// ' \ I I . 1 I 1 i i i I i i m� A.\ --SB I \ 1 / f - / `� 'U` fill ■ \ I I 1 I j co ■ ` ' , I I I I I '' JJ! I I r d 0. � , 1 /, , , ♦/ �. � co Q `\ �� i i 1 1 I I I I r r I ' s g� A ��, 1 r , r / r ( •( /� SW SW U) u CLAYEY SANDS.SAND-CLAY MIXTURES. co FINE SAND FINE SAND � 1-65 W SC m o �1. O■ \� 18"OAK i i I I "I I I I i ' r I t ,r m`� r'0- _ _1' ----- r 11 I ti D 1 I r ` /8 ", r ( I I , r I • ~ N INpROANIc aaT�AND VERY f1NE SAMpIy PIOQf rLOtllt SILTY OR ` co ML 3co z `, i I I . T i i , I I r\ I •S Oa BE FQ �Pb� , I I , 1 . Cup EY FlNE SANDS OR ctArEY su 7s wrrx+auptr rusTlcxrr t1 NCO I 1 6 /� ✓ I I / I , / , 1 r O v U I ,1 W I, II I \\i\ i 1 �\ �\. `` 6aa �< se ®8/�QC�a r i I; I / - i. i /� END OF P I t m 19.ta' END OF P IT a 19.(d' O (J _ /� 00ROAM WY8 OF LOW TO MEOItAt PlA IXM MAVELLY WYs. � d' C� R, Q ■ N 1 -P , ` 1 I I r \\ �� `��` /✓ _ /6 0 I �" I I\, b` b _ 1 I • R1 i- LIL sANDYpJ1Y9.a1LTYdJU'a.IEANCLIY$ \CO CO -- s,-- I 1 =1 t71 M N O , / 1 1 I l\ \ ``� ```1 I DFFA l' 1 ' / \ 1.: - 4-� N N J J L c O O �' T, / 1 1 I,YJ - LU ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW o \ a o ■ / \ I PIPE 1 `\\ s , '4` I 1 I I I• / . PLASTICITY. a ■ // / �' \\ 1 �\ 11 \ \��` `\ `` $/� $ r ' / i MH INORGANIC SILTS,MICACEOUS OR DISTOMACEOUS FINE �„ Z 11� �F'�ro�" ��0, j ��'-•� / ) � ,� 11 ' � � i � // /� � � �4 � w C SANDY OR SILTY SOILS,ELASTIC SITS. ■ i i / I 1 . "F �> Q / / 1 • 1 / / / CSC U ffi w •� CH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS TO , .. ' 1 , r, 1 \ ' \� S . /� / 1 , r I / / / / z Q ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY. one.JMON. "�,/� i 1 1 186.2' 1 11 ' /r J i ' l , / 1 / / / On ORGANIC SILTS. _ Q� n` 85 . 0 ,�� J I ( ENO" i' li Sp0 ' j/• /' / / / `�/ / 'DES / W / 2 / r : �,- F,4VEt-1ENT I IS"OAK ♦,. , :, ,' / -/ ti / �� / P I 2 117 O Ut zI Flu _ / ♦ I�fl 2m"oAK :,e _ ` 9 / _� _� - / 00 ry �° j .. '\ / Co / P. ♦ i a. WATER ME TIE SEPTIC o ' ♦r /' l��'\ fT11A' . '; \ ! l /..: / g~l ,' I • V7 � 1� _ �,'�� / �1 /\ CLEAN OUT 2-I� ® - / '\ ,{ � / �♦ . /' / \ �, ry�,��,c / ; / // / m / �� / / / 4�I PVC PIPE ;�/. 6 /�� / .� Q oCo �� • , l ' \ / \ -I e 6 R , : ;/ ' / � Yell /FT. MIN. / / / i \ / 13 �l `� r \cl �F , / l ; / / , / / /�- ,�, �� OWTv CONTROL j `�� Q fi U cd UJI CENI,a PANEL . an �.�. _ 1®'1 - DEEP+O c i - ® -�" I/A TANK I BLOWER UNIT e0� �• ♦ ; // LeAc+�IIrIa<PooL \ `/L •: ' i / 1S"OA ' I Wf�T � ME � / ,n�� `��� / O I0.0' / / /% \ /. / �� V) \\\\ J I \ UTURE -°EXPANSION FOlmO'L; 100 �A 0FINISH GRADE CO Al \ 1 - I l I I 1 / / O R' W CCONCRETE ^� / \ 1 / I r ♦ (\► I ® / BRICK UP COVER BELOW 1' MIN r 1 lY O REVD GR2ADE 2' MAX AS 4" DIA. PIPE MIN.TIGHT JOINTS N P \\ ♦` �� \ I i / I / / CO MIN. SLOPE 1/8' FT WU] ll W 41`x I& lam` Q / \.'J Q � 41 -- 3 fMIN. OUT (� ♦`� \ // r._. ♦ i \101 Inl X \ I \ / I ♦ , " ® / / la DEEPS FOR DI TRIBI'UTION POOL a � ` I I I` � l I I ` ��A LEACHING POOL / MIN. MIN. i 1 \I / ♦ j , , / \ �`J / Sign do Seal: 14 �i OElOOt=OOOO 11\U.P. '\sue - \/ ♦ i i//,ice / �/Q / 00000000o w II . I . , _ f-wZ 0001:3000Co I I Ili f-J� OO�OI=M C3 w I �� ♦` ``� - MON •✓ i /' ` \\ \ \ // // / X t GROUND WATER I __ I -6Are i the 3'-0" MIN. -a\��/_? �� `. --__ _`_ ,' � \\ It �s a v I w fo an person, 1+-4" 10,01 4"� t--�TO GROUND J ``` -___ _ t / / / \ / / li SS ti W hire alter I a an BACKFlLL UNDER AND AROUND DRYwELL WATER i �\\♦♦\- /�-`U.P.����'' \\ ``\ / y r� WITH GRANULAR MATERIAL CONTAINING I 6' PENETRATION ONTO ACCEPTABLE `� �rwnsom�--- ~-� 1 1 / way. .p� em0 c1 r it LESS THEN 15% FINE SAND, SILT & CLAY. LEACHING MATERIPAL ' /' 1 J / T���IN. J� / // archi P architect (SILT & CLAY FRACTION NOT TO SEE SOIL BORING FOR DEPTH TO ` 6` ' - -__- / // shall ai and the EXCEED 5%) I, ACCEPTABLE LEASHING MATERIAL I\, \ / C=�\ / \ notation "a wed by his signature and the date of such alteration, \ � //��( and a specific description of the alteration. \\ THANGEFECTIVE A[DEPhI GREATER / / / �� - , L 0. ( � +� LEACHING POOL �5. 84 9 Architect: ' NOT TO SCALE DRAINAGE E v 1 GN COEFFICIENTS:WDIA ROOF: 1.0 IMPERVIOUS: 10 GRAVEL:09 _ DRAINAGE ROOF GARAGE GRAVELDR. TERRACES POOL t DRAINAGE DRYWELL EFECTIIVE DRAINAGE I f • T ( " SYSTEM AREA ls.fa AREA ls.fJ AREA ls.fa AREA 6.0 RR4CE(s.f. REQ'D(cf.) NUMBER DEPTH(lft) PROVIDED A 1,300 828 2,12012,116 0 0 1,016.0 A-1 16 1,094.1 c.f. SCUM BAFF SCALE I" = 25'-m" r SCALE 1" = ha'-0" B 1,125 0 0 0 1,190 5'18.'i5 B-I 10 6842 c-f. ='-11 CHAMBER Volume(gal) MINIMUM I/A QUITS - (o BEDROOM 000,T- `' T- r Sedimentation Chamber 558 110 GALLONS PER DA',Y CAPACITY REQUESTED C 155 0 0 1 1 04 0 439.15 C-I 8 541.4 c.f. // \ Anaerobic Filtration Chamber 556 ol Aerobic Contact Filtration Chamber 248 USE FUJI CE 10 - 1069 CGALLON CAPACITY TOTAL 3,180 1 828 2,120/2,11(o 1 1004 1,190 2,094B TOTAL 2,3263 cS. / Clarification Chamber 125 ® ECIRCULATION Disinfection Chamber 11 LEACHING SYSTEM DE516N NOTES: \ AIR LIFT PUMP Total Volume 1,498 1. ALL DRAINAGE STRUCTURES SHALL BE PRECAST WITH PRECAST OPENINGS FOR DRAINAGE PIPE(S), AND SHALL CONFORM TO NASSAU (� I CYLINDER (O ro BEDROOMS x 150 CxL4LJ BEDROOM/ DAY = 900 GAL/ DAY DESIGN COUNTY AND/OR VILLAGE STANDARDS. CYLINDER(OPTIONAL) 2. ALL STORM DRAINAGE PIPING TO BE 6" HIGH DENSITY POLYETHYLENE PIPE (HDPE) 0 1.0% MINIMUM SLOPE AND 5% IMAXIMUM SLOPE r71 SPECIFICATIONS 900 GAL/ DAY / 2 CsALL/DAY = 450 sq.ft. OF SIDE WALL SURFACE REQ'D a•INLETPIP "OUTLET PIPE UNLESS OTHERWISE NOTED. ALL ROOF DRAIN PIPING TO BE 6"0 CORRUGATED POLYETHYLENE PIPE (CPP) 0 1.0% MINIIMUM SLOPE. Anaerobic Media PP/PE 3. 12" ADS BASIN - GRATE/COVER FOR ALL DRAIN BASINS SHALL BE 12" ADS NYLOPLAST DUCTILE IRON GRATE WITH CAST IRON FRAME. !A Board Type Aerobic Media PVC/PP/PE USING 10'0 LEACHING PPOOLS = 450 sq.ft. / 31.4 sq.ftJ V.F. = 1433 V.F. REQ'D AND LOCKING DEVICE (OR APPROVED EQUAL) CAPABLE OF H-20 LOADING. Aerobic Media PP/PE 4. CONCRETE STORM DRAINAGE UNITS TO BE PROVIDED BY LONG ISLAND PRECAST (631) 286 - 0240, OR APPROVED EQUAL Blower 5.3 cfm USE (1) 10'0 x Ir'o' DEEP LEACHING POOL 5. ALL INLETS AND GRATES SUBJECT TO VEHICULAR LOADS ARE TO MEET H-20 LOAD RATING REQUIREMENTS. AD RAC 1�i YA ® --EFFLUENT Tank FRP AIR LIFT PUMP Piping PVC/PP/PE i i Access Covers Plastic/Cast Iron NOTES 13. THE TRANSPORT PIPE SHALL HAVE A CONTIINUDUS SLOPE TO DESIGNS, LL C Disinfectant(Optional) Chlorine Tablets 1/2 PRESSURE TREATED REFER TO PLAN FOR INLET BAFFLE- Q ( P" ? 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ALLOW THE PIPE TO DRAIN IN BETWEEN PWMP CYCLES. CUT POST AT AN ANGLE OPEN OR SOLID COVER A2ARCH 1 6@GMAIL.COM © ARRIVING ON SITE USING A METHOD APPROVED BY THE 14. PROVIDE A RESIDUAL HEAD OF 5' AT THE END OF EACH MOUNTING BOARDS FRAME AND GRATE BRICKED TO REINFORCED CONCRETE (516)289"2461 TO ALLOW WATER TO RADE BY"CONTRACTOR IN MANUFACTURER. LATERAL. CONTRACTOR SHALL DO A SQUIRTT TEST TO DOCUMENT FIELD�ALLow 4 MIN. 12 MAx COVER SLAB - T FIC FUJI CLEAN NEMA 4X RUN OFF FOR AdJUSTMENrj C.I. FRAME & GRATE T P (H-20 RATED 2. THE ENGINEERING OF RECORD, A SUFFOLK COUNTY THIS REQUIREMENT IS MET. RIM L::: X 8Q THICK/#5 AT E.W. CONTROL PANEL ,' MIN.REPRESENTATIVE AND A FUJ[CLEAN REPRESENTATIVE SHALL 15. EVERY FIFTH ORIFICE TO BE INSTALLED INV THE 6 O'CLOCK TOP OF RING ELEV. SEE PLAN FOR FRAME AND COVER TYPE RECIRCULATION PIP OBSERVE THE SEPTIC SYSTEM PRIOR TO BACKFILLING. POSITION TO ALLOW THE LATERAL TO DRAIIN IN BETWEEN ORENCO NEMA 4X HOPE INLET PIPE 2 MAX. LOW BAFFLE _J 4•AIR INTAKE ELEC SERVICE (FOR SIZE AND INVERT FLOW OPENING(TYP.) TOP ELEV. Project title: ,(CLEANING OPENING) B 3. A FUJI CLEAN REPRESENTATIVE WILL BE PRESENT DURING CYCLES. PLACE AN ORIFICE SHIELD UNDER THE PIPE AT THE TO AIR PUMP CONTROL PANEL SEE PLAN) 1 RECAST GONG. 3360 d Y u n n e w e t a 24*ACCESS COVER SYSTEM START UP. LOCATION OF THE DRAIN HOLES TO PREVENIT SCOURING. o -- 4' 20•ACCESSCo 20"ACCESS COVE 24•ACCESSCOVE 4. THE OWTS INSTALLER SHALL HOLD APPROPRIATE I/A OWTS 16. A HOUSE TRAP SHALL NOT BE INSTALLED UJPSTREAM OF THE AIR PRESSURE -ELEC SERVICE INv _ _ __- SRINQR TORM DRAIN ,,DISINFECTION (TYP) (TYP) Owl CYLINDER(OPTIONAL) LOW OPENING ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH TREATMENT TANK. THE TREATMENT TANK SMALL VENT THROUGH ALARM TUBE cEaTExntE ,TO PUMP BASIN Cutchogue NY AND SHALL BE AN AUTHORIZED INSTALLER. THE SEWER PIPE. NO ADDITIONAL VENTING I IS REQUIRED.45' OVER TTHE PROPOSED WATER CONTROL WIRING TO ®®®®®® 1 w 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT 17. MAINTAIN A MINIMUM COVER OF OARDTYPE SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. SUPPLY LINE z TREATMENT TANK ®®®®® I o 1'6• CONTACT MEDIA 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD SURVEY AS 18. ALL COMMUNICATIONS & ELECTRIC LINES Tf0 THE CONTROL REQUIRED BY SCDR PANEL AND TO THE OWTS SHALL BE INSTALLED IN PVC PIPES. _ PRESSURE TREATED ®®®®® - - -- I wg Drawing Title: 7. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN DIRECT BURY SHALL NOT BE ALLOWED. WEATHER RESISTANT 4X4 POSTS THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL 19. THE ORENCO EQUIPMENT SHALL BE INSTALILED ACCORDING TO w ENCLOSURE SUPPLIED TM°" la®®®®® - -__-I � �v SITE PLAN BE PROVIDED TO SCDH. THE SERVICE CONTRACT SHALL BE FOR THE INSTALLATION INSTRUCTIONS PROVIDEED BY ORENCO AT THE OUICK DISCONNECT w A MINIMUM OF 3-YEARS AND SHALL COVER INSPECTION AND TIME OF DELIVERY. NON-CONFORMANCE WITYH THE INSTRUCTIONS BY MANUFACTURER MIDWEST P065P ®®®®® - --' I S CWWM • [CIRCULATION MAINTENANCE OF THE DOSING PUMP AND DRAINFIELD. WILL VOID THE ORENCO WARRANTIES. ® AIR IIFT PUMP 8, A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF 20. SPLICING IS NOT ALLOWED BETWEEN THE P?UMP BASIN SPLICE MAC 8OR AIR ®®®®® - --- BOTTOM OF RIIN . THE OWTS. BOX AND THE ORENCO CONTROL PANEL. BLOWER AS NOTE ON PLAN 6 9. CONTRACTOR SHALL CONFIRM INVERT ELEVATION PRIOR TO 21. SPLICES MUST BE PERFORMED WITH THE WATERPROOF WIRE MINIMUM ITO WA PNEUMATIC HOSE 6' MIN. PENETRATION " GROUND WATER Project /: Scale: s' ® CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF NUTS OR THE WATERTIGHT CLICKTIGHT COWJECTION SUPPLIED INTO ACCEPTABLE ; �1 4'-1f ® 4''111" RECORD OF ANY DISCREPANCIES. BY ORENCO. USE OF OTHER WIRE NUTS WILIL VOID THE ORENCO TO DOSING PUMP 4" THICK PRECAST ELEC SUPPLY LEACHING MATERIAL '. ',^, .^- % BACKFlLL UNDER ANm AROUND DRYWELL 1000-111-i1-28.2 As Noted WITH GRANULAR MATERIAL CONTAINING 10. PROVIDE DEDICATED BREAKERS IN THE MAIN DWELLING WARRANTIES FOR THE PUMP AND FLOAT SWITCHES. CONTROL LINES TO CONCRETE PAD FROM DWELLING LESS THAN 15% FINE SAND, SILT & Date: Sheet : © EROBIC MEDIA ELECTRICAL PANEL FOR THE OWTS AND PUMP BASIN. 22. DISCHARGE PUMP FLOAT SWITCH DIAGRAM [DRAWN FOR CLAY. (SILT & CLAY FRACTION NOT TO © ® 11. ALL 20" RISER PAN, SAFETY GRATE, AND COVERS SHALL BE ILLUSTRATION PURPOSES ONLY. WIRING SHALL BE PERFORMED IN I TREATMENT TANK EXCEED 5%� September 16, 2024 X of X ERATION ASSEMBLY TUF-TITE RISER 20-RISP-GREEN, COVER 20-RISL FLAT, AND ACCORDANCE WITH THE WIRING DIAGRAM SUPPLIED AT DELIVERY. CONTROL 1 A N E L VIRGIN STRATA -� v sheet: ORENCO 20" RG20 SAFETY GRATE 12. ALL 24" RISERS, SAFETY PANS, AND COVERS SHALL BE DRYWELL S P - O 1 . O TUF-TITE RISER 24-RISP-GREEN, COVER 24-RISL FLAT, AND 24" NTS C-1 C-1 SCALE: NTS ORENCO RG24 SAFETY GRATE SECTIONI A-A VIEW SECTION B-B VIEW . . INSULATE ALL PLUMBING SUPPLY LINES SMOKE AND CO ALARMS TO BE HARD- WIRED AND SHOWER POOR TO BE TEMPERED GLASS, VERIFY W/ INTERCONNECTED, AS PER 2020 NYSRC R313 4 R314. MANUFACT. COMPLIANCE Wl 2020 NYSRC SECTION R305 INTERIOR FANS AT ALL BATHS, PROVIDE EXHAUST FAN VENT W/ RIGID DUCT t0 EXTERIOR IF NOT SPECIFIED USE 100 CFM INSULATE ALL WALLS AND CEILINGS AT GARAGE. COUNTERTOP RECEPTACLE NOTE: I I I I I I IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS I I I AND 51MILAR AREAS, RECEPTACLE OUTLETS FOR I ALL NEW INTERIOR E EXTERIOR: WALLS TO BE 2x16 CONST. ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.y" WINDOW SCHEDULE AND VERIFIED IN FIELD W/NYSRC E3901.4.1 THRU E3901.45 I I I I GYPSUM WALL BOARD AND INSTALL LATERAL 5LOCKING PER 2020 NYSRC SECTIONS R602 6 R302.11 WHERETHE WINDOW SILL C AN OPERABLE WINDOW 15 LINTEL SCHEDULE: (EXCEPT WHERE NOTED) E E CLEAR F STEEL"LE SIZE � � LOCATED LE55 THAN 24 INCHES ABOVE THE FINISHED FLOOR UP TOa-0" " 0 GUARDS TO BE MINIMUM 36" TALL AND COMPLY' WITH 2O20 AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE -m 0"x 3 V x s n -0 g o — NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED A5 °e-m" 5-m"X s V X ° •O U `" ' o OF TREADS AND COMPLY WITH 2O20 NY5RC R-31IB3 PER 2020 NY5RC R312 2 ° -m a-m11 x 31�"x � 0 � NOTE:USE THIS TABLE F HDR NOT NOTED p N O) sue, a. a ° a � a O � � O SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT BATHROOM RECEPTACLE OUTLET TO BE LOCATED AS PER AND CEILINGS. DWELLING UNIT AS SPECIFIED IN NYSRC E3902. NYSRC E3901.6 '� 'r. <C01 Ue CD a, �nr� ALL HABITABLE ROOMS TO COMPLY WITH R303 '� \\\� SEE LIGHT AND VENT CALCS FOR THE ROOMS PATIOA ABOVATEDE o o rn C o PATIO ABOVE co Cl o r-1 � z° -+ ALL NEW INTERIOR AND EXTERIOR STAIRWAY STAIRWAY ILLUMINATION TO HAVE CEILING AND/(OR WALL Qv Ow OO MOUNTED FIXTURES W/ 3-WAY :TWITCHES AT TOP ,AND BOTTOM --------------------------- OF STAIRS AS PER 2020 NYSRC SECTION R-30331, R-303.8 .�' =~"t' ir' ' W „t:v A INTERMEDIATE RAILINGS ---------------------- bp R L ..:..;a._.. ..: SHALL RESTRICT PA55AGE OF A 4" SPHERE 4 T O TRIANGULAR : ' o 0 OPENING FORMED BY RISER TREAD 4 BOT. RAIL OF GUARD 0 TO RESIST PASSAGE OF (o" SPHERE +, z U co PROVIDE "SIMPSON" CONNECTIONS OR APPR'VD EQUAL AT c� ;:, � ALL FRAMING CONNECTIONS.FOR DETAILS, SPEC SIZES AND G NAILING REFER TO DATA SHEET rG. �x +' o ' 'r CABANA ,' BALLROOM O O W a5 PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RE51DENCE AS - _- mmm � � 4� 1 5,_611 PER NYSRC. 2 ' a� U bZ ELECTRICAL CONTRACTOR 15 RESPONSIBLE F01R COMPLYING KA _ W/ ALL STATE RECEPTACLES 11: REQUIRED - + `� QCABA __ BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO BATH 0 OSD N 0 o VERIFY LOCATIONS IN FIELD W) ARCHITECT PRIOR TO J mmm ` t U U ROUGH-IN. - (�✓ ��1 V O . SHOWER (iS �W `, o WET BAR ------------------------ O ,� U . U PROVIDE V TYPE C� ------I CYD Qz � "X" GYP. BOARD — — — — — U e WALLS d CEILING 1 MECHANICAL BATHROOM . O mmm Q SD mmm I I I I I I 5,,p 4 5ea1: � 30„ FINISHED �,4 �-��o% +8 ® GO STORAGE NOTE: ----—-- O gp DIRECT VENT Sz'' mmm STAIR TREAD AND RISERS TO I 8APPLIANCE5 CONFORM TO 2020 NYSRC R311.1.5 TO RAILING RECmmRDOM It �a vi tl • any p on, mess acting EXTERIOR HANDRAILS t GUARDS TO BE MIN M NOTE:ro" un r t��i 1 se ct,to alter ABOVE NOSING OF TREADS an Id1 way. I em b seal of an A/C INTERMEDIATE RAILS SHALL RESTRICT 3 arch ere en �T�I ct shall affix to PASSAGE OF 4" SPHERE CAS PER 2020 6., hls Ite b� red by"followed NYSRC SECTION: R-311.1Z + STORAGE by his 51 bye as ch alteration,and a mmm specific des ation. " UP UP 3 Architect: -1 11 '8 R s,, 3s 3s,, m 1.5 g l.5 +8 + +a lm" TREAD lm" TREAD 1 &v% CLOSET A/C A/C I LAUNDRY r- I I ASHER mmm CLOSET I I MI502.4 - VENT DRYER T mmm I I EXTERIOR WITH 4' RIG]:), � SMOOTH WALLED UC I I DRYER 9'-m" 2n NN I I U m f 1 y.. 4. Qp I I L I I I I AD RAC ILIA DESIGNS, LLC 0 A2ARCH 1 6@GMAIL.COM U (516)289-2461 Project Title: 3360 wunneweta Cutchogue, NY � LLA FLAN NEW 2xro WALLS, UNLESS OTI•HERWISE NOTED 5CAL.E 1/411 = 11-011 Drawing Title: T_G. TEMPERED GLASS 2 m 1 2 4 RIDID, SMOOTTHROOM DUCTEXHAWST PAN TO E XTERIOR / CELLAR PLAN E3'30IJ OUTDOOR OUTLETS PROVIDE NOT LESS THAN (1) RECEPTACLE (OUTLET AT BALCONIES, DECKS, PORCHES THAT ARE AGCCESSIBLE FROM THE INSIDE Project#: 5cale: E39m3.3 LIGHTING OUTLETS ADD. LOCATIONS 1000-111-11-28.2 As Noted PROVIDE NOT LESS THAN (1) WALL SWITCH CONTROLLED pate: LIGHTING OUTLET TO PROVIDE ILLUMINATION ON THE sneer#: EXTERIOR SIDE OF EACH EGRESS DOOR November OB. 2024 x of x EGRESS WINDOWS TO COMPLY W/ 5heet: 1 R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS A— 1 ® ® . GARAGE -NET CLEAR OPENING NOT LESS THAN 5.1 S(Q_FT. 00 fSEE SHEET A-101.00 -NET CLEAR HEIGHT NOT LESS THAN 24 INCIHES FO)R MORE INFORMATION -NET CLEAR WIDTH NOT LESS THAN 20 INCHIES -SILL HEIGHT SHALL NOT EXCEED 44 INCHES FROM FLOOR INSULATE ALL PLUMBING SUPPLY LINES SMOKE AND CO ALARMS TO BE HARD- WIRED AND SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ INTERCONNECTED, AS PER 2020 NY51RC R313 E R314. MANUFACT. COMPLIANCE W/ 2020 NY5RC SECTION R308 + 54.0 INTERIOR FANS AT ALL BATHS, PROVIDE EXH,AU5T FAN VENT W/ RIGID DUCT TO EXTERIOR. IF NOT SPECIFIED USE 100 CFM INSULATE ALL WALLS AND CEILINGS AT GARAGE. COUNTERTOP RECEPTACLE NOTE: IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR 54m+ ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE', 2x6 CON5T. ALL DIMEN51ON 4 WINDOW OPENING TO BE VERFIED W/ COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE UNLESS NOTED OTHERWISE. 'PROVIDE FINISH LAYER OF MIN. ' WINDOW SCHEDULE AND VERIFIED IN FIELD W/NYSRC E3901.4.1 THRU E3901.45 GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING PER 2020 NY5RC SECTIONS R.602 a R302.11 LINTEL SCHEDULE: (EXCEPT WHERE NOTED) WHERE THE WINDOW SILL OF AN OPERABLE WINDOW 15 o 0 � ~ LOCATED LE55 THAN 24 INCHES ABOVE THE FINISHED FLOOR o CLEAR STEEL AZLE SIZE UP 3�"" �" � GUARDS TO BE MINIMUM 36" TALL AND COMP TO - 3�"x x COMPLY WITH 2O20 AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE uP TO 1'-0' 4-0 x 3 J4 x .f� • NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ,ABOVE NOSING OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS O8-m I;-0"x 314"x _ 0 > 0 OF TREADS AND COMPLY WITH 2O20 NYSRC IR-31IB3 PER 2020 NY5RC R3122 ° -m a-m"x 3)�"x � U O S O U) 'G Q) 0 NOTE:USE THIS TABLE IF NM NOT NOTED O Q" n o a, SOUND INSULATE ALL BATHROOM AND POWDIER ROOM WALLS a o �'' o GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT BATHROOM RECEPTACLE OUTLET TO BE LOCATED AS PER -� AND CEILINGS. DWELLING UNIT AS SPECIFIED IN NY5RC E3902. NYSRC E3901b \co to cp cc ALL HABITABLE ROOMS TO COMPLY WITH R3603 96'-511 � r' \\\\ SEE LIGHT AND VENT CALCS FOR THE ROOM Co-o CO 91_411I 13 -3311 - p \rn rn p , co -I ...., 2 2 4 2 4 18 Z - CQ s RAISED TERRACE ALL NEW INTERIOR AND EXTERIOR STAIRWAY' 3'-tin° 5'-2° 5'-a" 3'-lm" POOL E BASEMENT STAIRWAY ILLUMINATION TO HAVE CEILING AMD/OR WALL OO OI -OO WALKOUT BELOW R LL Imm + 5s0 MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM 54 61_l3ll 61_131I 41-5-L" 41 Ql ll 61_13,1 ll_,2,I --------------------------------- OF STAIRS AS PER 2020 N)'SRC SECTION R-303.1, R-303.8 I�� �' = 510+ F('AY 4 O I T I 11 INTERMEDIATE RAILINGS SHALL RESTRICT PASSAGE OF A 4" SPHERE 4 TRIANGULAR _ _ A _ II I -ro 7 '-IN O OPENING FORMED BY RISER TREAD 4 BOT. FRAIL OF GUARD I 11 -I UsD I 0 N U C) -� t0 RESIST PASSAGE OF 6 SPHERE I �, I 0-4 4- co PROVIDE n SIMPSON" CONNECTIONS OR APPRRI VD EQUAL AT I I ALL FRAMING CONNECTIONS. FOR DETAILS, 5RPEC SIZES AND 2'-II21I 11_/_Il i x 2" ICI . . NAILING REFER TO DATA SHEET KITCHEN 0 I 4 O 56 + Imm ►n 0 i al q Qh u co Z (LS ` yW/) TCS. 41_mll pl_511 I z onZ O ,� O O W f BENCH N - ~ l�U1 CL PROVIDE ELECTRICAL OUTLETS THROUGH-OUIT RESIDENCE AS DINING GREAT,ROOM 0 N Q u u_ LOGGIA r^ PER NYSRC. TjG. SHOWER Imm r- TOO u° z � 10m U ELECTRICAL CONTRACTOR 15 RESPONSIBLE (:FOR COMPLYING • O , ( EXHAUST HOOD SHALL VENT I Q u_1� `�— W/ ALL STATE RECEPTACLES IF REQUIRED 1N O , I DIRECTLY TO EXTERIOR 4 a p p o p -� Y) N tit COMPLY W/ 2020 NYSMC Q) r. 0 BY STATE AND LOCAL CODES, ELECTRICAL (CONTRACTOR TO _ lm' m° � ' SECTIONS: 505.1 THRU 505.4 = �O O O O � o � � VERIFY LOCATIONS IN FIELD W/ ARCHITECT PIRIOR TO e 2020 NYSRC M1503 - VENT EXHAUST HOOD DIRECT TO U U 0 ROUGH-IN. . 0 EXTERIOR W/SMOOTH DIALLED, - �-I �" U RIGID DUCT.PROVIDE 600 cfm d ?-1 tt -m4" eTP OOM SEPARATE FRESH AIR DAMPER O Z FOR MAKE UP AIR PER M1503.6 I O 59 + I IIco +p I I 4 -102 5 -2 --5'-2 3 -10 ----- WET BAR ------------I------------ O "- +: U -- 0 co - - � - - - - � oa 0 OSD BEDROOM - +�� _ `\` ON U N � ENTRY O I L- POWDER 0 BEDROOM ` - ROOM I 1m0 S1gn 6 Seal: Imm I �m U • AREA: 255 OF. I DN I LIGHT 8x: 10.4 REQ'p 1 I(oR I �� O .�(GRED Ch, - VENT 4%: I01 REQ'D ` R. PANTRY = 11011 TREAD ,1 I ----- -30 86 Imm ►n I ( A \ fc 'Q1Q .1 OSD � 19i-5" � NOTE: STAIR TREAD AND 1R15ERS TO I I I I It a vl I to any p n, nless acting CONFORM TO 2020�NYSRC R311.15 ' - I I I I It V11 1 se ct,to alter 1` RAILING:NOTE: I I Ui I I I I an 1d1 way:�lsarr i em I, seal of an CLOSE T ^� /�O O HANDRAILS t GUAI fDS TO BE MINIMUM36" , 0 1 1 1 I arch ere erl TtI .ct shall affix to Imm (,' Q ABOVE NOSING OF TREADS his ite red by'followed cp .o I I I I I LIVING ROOM J INTERMEDIATE%14L�S SHALL RESTRICT ( I I I I Imm by his sl �`e aO ch alteration,and a 6t - x PASSAGE OF 4" Si'I-IERE(AS PER 2020 NE TRY co 0 to 11 I I I ( - _ - speclhc des atlon. 0 Y NYSRC SECTION: R 311.18 Imm dl �t fQ rn U I I I GALLERY I I �Y U N O I Imm i l N tt N -M'-104" 12'-12" -6" 1'-6" I I I I I UPI-I I I I I I I i I I Architect: gR1.16" 10 TREAD I I I I I I I - 1 II 1 I_ 1I O II O _ 31I CLOSET SINK IWASHERII RYER I I `` ( 3 -- 3 44 - --1 7 1 4 l II 1m4 0, I I I I ="v 1502.4 DRYER EXHAU T DU C f� �� �+ `IJ/ +9s , 4" 24'-t✓" /8 VENT DRYER TO EXTE IOR -4 -m"�4'-m" �k I 11 f �96n 4'-011 n �� 3„ WITH 4" RIGID DUCT. - iN BLIND (ND DOOR DOOR ` A CLOSET CLOSET 0 I I BREEZEWAY 4'-im" j 0 I I Imm I I +� MUDROOM rr i- i Imm I OSD = 41 `4i `� 23'-0" I I I 19'-34" T.G. TJS. T (Q rn ,,�� I r T.G. T.G. TAG. Wn 11 i l -2 ' ------=--- -- 3'-Im" 5'-2" 5'-2" 3'-101I ------�--- - AD RAC ILIA 5' 211 llim ll 21I I_411 111f411 :J '_4'I 8'_m" DESIGNS, LLG - r-r------- 1--------Ir-------ter----- .. A2ARCH 1 6@GMAIL.COM I II II II II II II �- I � (5 i 6)289-2461 11 22 -I I 11 II 4 O II O I 1 II II Q 11 Probed Title: a� II 3360 Wunneweta I II II ,ter II I II II (� V II II f 11 x - , 1 li I, e? ii P ( &T L O O L AN Cutchogue, NY II IP I II II O n - I 11 II II SCALE I�411 = 1'-011 NEW 2x6 WALLS, UNLESS OTHERWISE NOTED Drawing Title: -------------------------------- T.G. TEMPERED GLASS_ 0 0 100 CFM BATHROOM EXHAUST FAN W/ FIRST FLOOR PLAN (DID, SMOOTH DUCT TO EXTERIOR I II II it 11 11 E35301.1 OUTDOOR OUTLETS PROVIDE NOT LESS THAN (1) RECEPTACLE OUTLET AT BALCONIES, DECKS, PORCHES THAT ARE ACCESSIBLE J O 11 FROM THE INSIDE projectN: Scale: 1000-111-11-26.2 As Noted I u n u 11 t 11 E39033 LIGHTING OUTLETS ADD_ LOCATIIONS OI _ ;; 11 - - PROVIDE NOT LESS THAN (1) WALL SWITCH CONTROLLED 1 n n 1 II n e " Date: Sheet N: 1 II II , 11 , LIGHTING OUTLET TO PROVIDE ILLUMINATI ION ON THE d) cp 4 11 EXTERIOR SIDE OF EACH EGRESS DOOR 1+1 i ii ii x � ii � November Ofl, 2024 x Of X I .I Q ° EGRESS WINDOWS TO COMPLY W/ Sheet: 0 R310.2 EMERGENCY ESCAPE AND RESCUIE OPENINGS I II II I II 11 I II II , 11 GARAGE I II m O II -NET CLEAR OPENING NOT LESS THAN 5.1 SQ.FT. SEE SHEET A-101.00 ; ;; ;; ;; -NET CLEAR HEIGHT NOT LESS THAN 24 INNCHES FOR MORE INFORMATION 1 II I. II -NET CLEAR WIDTH NOT LESS THAN 20 INCHES -SILL HEIGHT SHALL NOT EXCEED 44 INCHES FROM FLOOR - I 11 II II INSULATE ALL PLUMBING SUPPLY LINES SMOKE AND CO ALARI'15 TO BE HARD- WIRED AND SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ $ INTERCONNECTED, AS PER 2020 NYSRC R313 4 R314. MANUFACT. COMPLIANCE Wl 2020 NYSRG SECTION R308 INTERIOR FANS AT ALL BATHS, PROVIDE EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR IF NOT SPECIFIED USE 100 GFM INSULATE ALL WALLS AND CEILINGS AT GARAGE. COUNTERTOP RECEPTACLE NOTE: IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2xfo CON5T. ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.Y" WINDOW SCHEDULE AND VERIFIED IN FIELD W/NY5RC E3901.4.1 THRU E3901.45 GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING 71 PER 2020 NY5RC 5EGTION5 R602 6 R302.11 a ° WHERE THE WINDOW SILL OF AN OPERABLE WINDOW 15 LINTEL SCHEDULE: (EXCEPT WHERE NOTED) ° LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR Uff TOC-LEA7-o N STEELx 3-V x 55„zE ° 3 x 3- "x 0 � GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2O20 AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE UP To '-10 4-0"x 3 V x% ° 0 .m E NYSRC R-312.1. HANDRAILS ,SHALL BE 34-38" ABOVE NOSING OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS B- 5-m"x 3 V x% "0 � `� > o OF TREADS AND COMPLY WITH 2O20 NYSRC R-311B3 PER 2020 NY5RC R3122 ° m 4-0°x 313"x NOTE:USE THIS TABLE F HDR NOT NOTED p N N SN. R R 0 C1 SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT BATHROOM RECEPTACLE OUTLET TO BE LOCATED AS PER In 00 a 00 AND CEILINGS. co DWELLING UNIT AS SPECIFIED IN NY5RC E3902. NY5RC E3901.6 3 co > C Cd Cd '" Um � rza. vnrz CD I ALL HABITABLE ROOMS TO COMPLY WITH R3303 CQ CD c SEE LIGHT AND VENT CALLS FOR THE ROOMS o CD . 0 °� C .- o Ia.-Oil z ALL NEW INTERIOR AND EXTERIOR STAIRWAY" 3 '34° �'-84" '(` 4" 3 '34" STAIRWAY ILLUMINATION TO HAVE CEILING ADO/OR WALL I v I v O MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM - - r---- — — — — r---� — — — — -- - EGRE55 EGRE55 EGRESS � � 1 OF STAIRS A5 PER 2020 NY5RC SECTION R-:303.1, R-3032 3'_14" -1'-m l-4" 7'-lm" -I'-Im° -m l4" 4" _® ® OO © T.G. ® I I � INTERMEDIATE RAILINGS z: 0 � SHALL RESTRICT PASSAGE OF A 4" SPHERE 4 TRIANGULAR EGRESS EGRESS SHOWER 0 +' BATHROOM AT OOM I O O OPENING FORMED BY RI5ER TREAD 4 BOT. RAIL OF GUARD BEDROOM �8, 1mm 1mm v° _ — TO RESIST PASSAGE OF 6" SPHERE _2 NO +8 O . �+ BEDROOM �r AREA: 221 SF. A, • • 1' 2mm LIGHT 8%: 16-16 REQ'D i VENT 4%: AREA: 232 SF. I -� 908 REQV LIGHT 8%: 1856 REQ'D VENT 4%: S28 REQV co 51_9 " 15'-mi1 81_m1, co co PROVIDE "SIMPSON" CONNECTIONS OR APPRR'VD EQUAL AT > ALL FRAMING CONNECTION5.FOR DETAILS, 5RPEC SIZES AND QUEEN FU� CU — T. . R ❑ NAILING REFER TO DATA 514EET BED _ L_-- -� o T.G. I (� 0 PROVIDE ELECTRICAL OUTLETS THROUGH-OU1T RESIDENCE AS I .„ — = BALCONY -N PER NY5RC. I -- - -- - o 38 SHOWER S OWE PRIMARY ,n ip 2mm r U ELECTRICAL CONTRACTOR 15 RESPONSIBLE IFOR COMPLYING I OSD +8�,, QUEEN . O BATHROOM I - co W/ ALL STATE RECEPTACLES IF REQUIRED I •\ 200 OS I +' f) Q BY STATE AND LOCAL CODES, ELECTRICAL (CONTRACTOR TO I �� 8'-m" ---- , G � o VERIFY LOCATIONS IN FIELD W/ ARCHITECT P'RIOR TO ` +� ~ = CLOSET T.G. ❑ U co f) ROUGH-IN. I \�. �� +v +�° 0 -� _ °o R !_❑ °_I 0 I CLOSET ,ti ,gym J 8,, Q I --- J U — — — — — — ♦ IWASHE ' -- �m 0 `� I G �I--- —� �_ 111 2'-4" 11'-1�1, 31_3111 r-1 I I-- LAUNDRY r��"" 2 O r+ 0 U I 2mm 0 NOTE: Srn6kt and 0D + ®'; 0 ---- A, U DRYE ® SD - STAIR TREAD AND RISERS TO U SHOWER o 0 CONFORM TO 2020 NYSRC R311.1 S ( ——————— -- - EGRESS OG� `� RAILING NOTE. 1 ACC ATTIC S5 I N N HANDRAILS GUARDS TO BE E Q Z, > jMI502.4 - VENT DRYER T MINIMUM36" ABOVE NOSING OF TREADS 'L-- __-- `n PRIMARY EXTERIOR WITH 4" RIGID, INTERMEDIATE RAILS SHALL RESTRICT G� �• in ENTRY , T G_ SMOOTH WALLED DUCT PASSAGE OF 4" SPHERE PER 2020 U S� V" S I ---, 200 �1 �' PRIMARY - \��\ ATTIC \\�\ I = Q +c4v,, CLOSET `9 Sgncseal: I NYSRC SECTION: R-311.15 '� Cn ® SD a 2mm T 1 `� I CLOSET + 11 05D '�' A \'���E a. Cyi� A I I ATH OOM �� 8v,, _ -1N OPEN 8,, �� 3m �� c C; �--------------------------- �'-- 1mm ® TO BELOW +��,, �� �+ 4'-6" 12'-1111 (!; � � I - CLOSET C�� It a VI I tl any p on, nless acting _ _ 77 wise 1 ct,to alter 2 an way i em seal of an arch ere eri .Ttl ct shall affix to © his Ite red W followed QUEEN by hi5/ O cJD BED - spec fia desFt ationh alteration,and a BEDROOM SHOWER - - -- - 2mm `" AREA: 225 SF. ` LIGHT 8%: 18.0 REQ'D I VENT 4%: 9.0 REQ'D • - T�• BED Architect: - - - - - - - - - - - _. - -- - - - - V 11'-16" 1�1_11 OT QT QUEEN �� PRIMARY ►n -- - I BED 1 BEDROOM (11 ( T.C. (- 2mm " l7� BEDROOM qI'-m" M. 4'-m" 4'-m" LIGHT s%: 21ti 0 F. AREA:mm230 8F. I VENT 4%: 10B REQ'D / LIGHT 8%: 18.4 REQ'D d) VENT 4%, 92 REQ'D - - u1 r' EGRESS EGRESS EGRESS N � _ II II 1_ II II 0 4 1 5'-I1 5 II 4'-1 ( EGRESS EGRESS EGRESS �M ( EGRESS EGRESS EGRESS , O— 3 I --- 1 71 3'-1m" 5'-2" 5'-2" 3'-Im" , 3'-Im" 5'-2" 5'-2" AD RAC ILIA I IS'-m1, 81-011 20'�0 11 0'-0 11 181 11 IV DESIGNS,iS, LLC u 0 A2ARCH 1 6@GMAIL.COM (516)289-2461 I Project Title: I 3360 wunneweta I I I LAN Cutchogue, NY NEW 2x6 WALLS, UNLESS OTHERWISE NOTED SCALE 1/4" 1'-0" Drawing Title: T.G. TEMPERED GLASS mm CFM BATHROOM EXHAUST FAN W/ 2 1 2 .� SECOND • RIDID, SMOOTH DUCT TO EXTERIOR FLOOR PLAN E3gm1.'1 OUTDOOR OUTLETS PROVIDE NOT LESS THAN (1) RECEPTACILE OUTLET AT BALCONIES, DECKS, PORCHES THAT ARE ACCESSIBLE 1000-111-11-26.2 As Noted 4 ( FROM THE INSIDE Prgectlf: 5cale: I E39m3.3 LIGHTING OUTLETS ADD. LOCATIIONS PROVIDE NOT LESS THAN (1) WALL SWITCH CONTROLLED Date: 5heetM: LIGHTING OUTLET TO PROVIDE ILLUMINAITION ON THE November o6, 2024 x of x EXTERIOR SIDE OF EACH EGRESS DOORR EGRESS WINDOWS TO COMPLY W1 sheet: R310.2 EMERGENCY ESCAPE AND RESCUJE OPENINGS GARAGE I -NET CLEAR OPENING NOT LESS THAN 5..1 SQ.FT. A_ 1 ® 2 • ® O SEE SHEET A-101.00 1® -NET CLEAR HEIGHT NOT LESS THAN 24 INNCHES FOR MORE INFORMATION -NET CLEAR WIDTH NOT LESS THAN 20 INCHES I -SILL HEIGHT SHALL NOT EXCEED 44 INr_HES FROM FLOOR a� a� l~ Q c, O U O tr p w '0 .' 2 O S 0J ro f0, V co SO, R $a,'d f� p. U) m m o Q" o c 1:1 •-� M � 'y CO L CD \ CO CD CO ram-, \\\� C .- DO C CD .-4 Z .--, C�2 Ot O � o TFT ROOF I I ROOF DORMER i DORMER, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �3 ROOF ROOF ROOF O O DORMER DORMER DORMER C oo I~ Q) (_', O 10, ;—' Q) O co M O Q) -- U co U rh O r z co I . .0 SLIGHTLY PITCHED ROOF L_ _ — — — — — _ O p" U U i I cy') Q) U CYDQ �71 +� chip, j 00 BELOW I It a vi I ti arty p on, nle55 acting an r way. embe e ter sal of as 1 arch ere ter }� ct shalf affix to his by his si "a ch alteration,and a specific des at,on. I � Architect: ROOF ROOF DORMER DORMER OR Ag i --- - - - ] T� f — i DORMER I I EF I I I I DORMER I I I I r1i YOV R EN I TRY PEDIMENT — j - - - - - � — 0 AD RAC ILIA I DESIGNS, LLC I I A2ARCH 16@GMAIL.COM (516)289-2461 I PROVIDE CONTINUOUS PROVIDE COPPERPROVIDE CONTINUOUS � � , Project Title; FL,4SI�-{I1NCs AT ALL VENTING 6 ALL RIDGES ICE d WATER SHIELDS � M S VALLEYS AND ROOF OFFITS BREAKS AT ALL EAVES /�� y "� 3360 Wun n ewe t o (J� r fROOF FLAN utchogue, NY SCALE 1/4" = V-mll Drawing Title: 2 m 1 2 4 ROOF PLAN Project#: scale: I 1000-111-11-26.2 As Noted Date-. Sheet#: November 08, 2024 x of x sheet: A - 103 . 00 i I MAX HE 1ISg7: 35' = e2.39' - - - - - - - - g "9 j — - - - -, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ _ _ - - - - - - - - L - - - - - - - - - - - - - - - - - -- _ -- --- _ -- _ - - - -- _ _ _ _ - - - - - _ _ 12 5� 2 12 � a� '4 5 •y a� s., CURVED COPPER ROOF DORMER 12 12 A 24 O 24 t GRAND MANOR ROOFING GATEHOUSE SLATE COLOR a 0 N q:J v, > O / B E L_ - - - - - //- - 1p8155' \ - - - -5�- - - - - - - n — 7) o R o / 12 \ OO O OO O O O �N OM � � rxa, v� * O O STUCCO QUOINS w r-+ t t -------- - 11 II p \� M O o \\\\ / 24 0 0 18 x8 CO C 0) CD 01 z° LJ 1=1 STUCCO WINDOW CASINGS r STUCCO FIN ISH SECOND FLOOR _ - - - - - - - - - - - - - - - - - - - - - - � I STUCCO QUOINS O p 0 B 0 G D C ® 18 x8 1-�1 O 0 0 0 I GARAGE EYOND' — © © © FELLA WINDOWS .� a I Sl_E SHEET A "102.0 0 CHARCOAL COLOR U co FOp2 MORE INFORMATION � � u co LL_ 0 > L: I 0 STUCCO WINDOW CASING �r� O U` rM N J- _ _ _ _ _ _ _ _ -- - _ _ _ _ _ - - _ _ _ _ — N 0 t) _I f'�E-Ex1STING G>�.apE LL=__1 LL IL LL_: J r�1 �----� O O U � CxA2aCs 625c�' L=4 —� — — — +� �- S- _ FIRST FLOOR _ _ _ I _ U- - - - - —-- - O U P �I�nll U � - - - - - - - - - - - - - - - - - - - -+ - - - _ - - /—+ - - - - - - - - - - - - - - - - - - -- - - -• - - - - - - - - --- - -- - - --- - - - - i ' W U F R E-E>c 19 T I N G q�A D E: 5 13 9' I— T — — —I _ _ — _ — _ _ _ T — _ — —. — — —. _ — — ..._ _ _ — _ _ — — _;. r U U 1 I 1 1 _ -� _ _ �� _ _ _ _ r I F O1 1 T L VIAT I O I 1 1 I �1 I i i i O CJ'CALE = 1/411 = 11-01 i i cCj O 2 0 1 2 14 o ^\ I I R1 I I co CELLAR - - - - --;- - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - -}- - - I co - - - - - - - - � 5150' - - - - - - - - - - - - - - - - - - - - - - - - - - _ J ----------__-_______________.r_J_________________—- _________ _ -__________________________________________----_-_I -1-- _ — — — �\ /� ��jj ____________________________________I 1 L___________________________________________________________________ i__________________________ _____ _____________L.___________________________ I I 51l 4 5eal: 011111 - - - - - - - - - - - - - - --- _ -- - - - - - - - - - ®g' 11 � - - - - - - - - - - _ _ _ _ _ _ _ _ — _ - - - - - - - - - - - - - _ _ _ -�— _ -- ---_ -- -- _ — _ -- - _ - - - - - - - - - - - - - _ _ -- _ -- _ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D. 12 12 5� �� � �'�► �\,5 It a vl It] any p son, nless acting in r,t}� use anal ct,to alter an Id1 way. -I ern b p`e��1. seal of an 12 arch ere a �P I ct shall affix to his lte -red by'followed by hls sl a aO+J:t ch alteration,and a 24 24 specific des 'ton. " Architect: - - - - - - - - - - - - B.O. CEILING SAG 12 12 0 �� 24 0 4 24 0 � 00 SECOND FLOOR e 1255' — � - - - - ADRAGNA DESIGNS, LLC A2ARCH 1 6@GMAIL.COM (516)289-2461 0 01 �I -- Project Title: 3360 wunneweta / Cutchogue, NY - - - - _ — _ — _ _ _ _ - - — _ — _ - - - _ - - _F'RE EXI.STINQ GRADE 1/ kil — _ - - _ — • - - - - - - - - - - FIRST FLOOR — — — — — Drawing Title: PROPOSED 1 I ELEVATIONS - I I , I - - - _ -..� -.- — - - ,�.- _ - - - - - - - - - - - -� - - I I I I I I I I Probed/: Scale: 1000-111-11-26.2 As Noted I I I I I 1 I I _ I Date: 5h L u A T ( ice. I � i November 08, 2024 � f X of X _ I __- oil- I i i i Sheet: — -1 1 SCALE = 1/4" = 11-0" mill - - - - - - - - - - - - -L I--T- - CELLAR - - - - -- - - - j - - — _ - - _- - - - 2- - ®-� - _- I - - - - - - - - - - - - - - - - 1— 201 00 L---- —° 51.50- ---------- - ________ ________ ___ ____________________________ ----- .; ; I I MAX HE IGE-T: 35' = 9239' —`Ca i?1DCs� - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --. - - - _.. - - g 91.9'i' 12 _ - - _ 12 � 5� �5 > 12 12 R Cu Cu 24 24 TU O }, Q) O O b '0� > 00 S T1 t0 U p N 0 N S.O. CEILINCx _ _ -- 12 _ _ _ _ _ N a � rrz o a s.. o ® o o ® ® o 0 0 �ro Co Co I� ain � 12 o \rnrnor-. 0 -- --- 24 CO o o .-4 .-•I Z - Cu ]L=—L _ SECO_ND_ FLOOR_ _ _ m -1255' - - - - - - - - 0 4� O O GARAGE SEE SHEET A-102.00 U U 0 FOR MORE INFORMATION Co td 0 Ll �q > DIE. rl::j -p O FIRST FLOOR _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - r O - - O U N — — — — — — — — — — — — — — �- —• — — — — — -- — - - — — — — — — — — - - — — — — — -- -- — — — � — 0 0 � — — — — - � - — — — - - — — — — _ r — — — — — — — — — _- � U P�'E-EXISTING: GRADE: 5-139' - - - - - - - - - - - - - -- - - - - o o _ O a' � fREAFR ELEVATION Co CELLCELLAR _ L---------- _ _ N N - - -- - - - - - - - - - - - - - - - - - - - SCALE �411 = 1'-m" - - — - - - - - - - - — _ -- — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CO Q Z +� 2 m 1 2 4 Sign t Seal: - - - - - - - -. — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '_ _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -•. - - - - - - - - -- - - ��g�ReO•�,p � g 91.9-1' - - - - - - - - - - — 12 - 12 �,► It a w I tl any p on, mess acting un r t i _ se I ct,to alter an way: Tr I em be seal of an arch ere erif i ct shall affix to 12 his ite red W followed I I I y his 51 eo t ch alteration,and a — 24 specific des anon. I � � I � � I Architect: 12 S.O_. CEILING — \` - - - - - - -- - - - - - - - - - - - - - - - - g 81.55' - - — I I 01 24 I I I I I .— _ ECOND FLOOR I I - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��2 I - - - - - - - - - - - - - - ADRAGNA I DESIGNS, LLC O O i A2ARCH 1 6@GMA(L.COM I � � (516)289-2461 000a o000 ooao I I I F=7�� F F=7� F=7 1 Pro�ectThle: i 3360 Wunneweta F= ��� Cutchogue, NY PR - XISTINCz GRADE1-1:�J_ , — LuIL�I"� _EFE�il,F=l 31 E F I .I — — — — — — -- — — — — — — — — — — — — — — — — — — — — —'� — — — — — — — — — — — — — — — — — — — — — — — — — Drawing TRIe: 0MM0 = = 0� PROPOSED - --- - I ELEVATIONS I I 1 .-.- --., -.- ,.— — — — — — — -- — — -- — — — — — — -- — — — — — --. — — — — — — — — — — — — — — — — — — — — — — — — — — — — —1 — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — -- — — — — — —I- - — - — -- - - - - — — — — — -- — — — — - — — -® — — — - — -- — - I I I Project/: 5cale: 1000-111-11-26.2 As Noted ' Date: Sheet N: SIDiE L V A T r O N I i I I I � _ November 08, 2024 x Of x I SCALE - 1/411 -- 1'-011 1 Sheet: /� CELLAR 1 2 I m 1 2 4 t1 I j — 2 02 . O O J_________-- ________ _ ________ _________ _ ________ __________ ____________________s__�_________ ___ _ ________ _ _____ __-_______________~ I I I 1 1 I I 1 I I I JW f xJ.J.C. .1...hJ 1.JJ.. -l.A..IA. llll JAJU MJ�I CAM1 )()C.�( �Y�( XXXi XX.X.k KXX1C. XJCJC� XXXX Y�C�.X. JCXXY K]XX_ :-JCXIL' JCXJCX CX XX- -JUCXJ X.XXX [XX N Y'f l{ ANY SPRAY FOAM INSULATION USED IN TYPICAL ROOF CONSTRUCTION: UNFINISHED SPACES MUST RECEIVE A COATING ,' OF AN APPROVED INTUMESCENT PAINT AS AN -GRAND MANOR ROOF SHINGLES 5 IGNI?ION BARRIER OR PROTECTION BY MEANS _ -PROVIDE RIDGE VENTS OF MIN. 1121, GYP BOARD -ALUMINUM FLASHING AT ALL ROOF VALLEYS, OPENINGS AND ROOF PENETRATIONS -GRACE SNOW AND ICE SHIELD FROM EAVES TO POINT MIN. 36" PAST THE WARM r' °) 51DE OF WALL LINES Q) Q" -301b. BUILDER FELT t 211xl2" G.J. 16" O.G. 2"x12" G.J. g 16" O.G. -3/4" GDX PLYWOOD SHEATHING -ROOF RAFTERS g 16" O.G. o 2"x12" G.J. m IF 2 16" O.C. nx 12� G.J. 16l -R-38 INSULATION m ROOF _ B.O. CEILING _ _ _ _ _ _ O.G. 'in- aim m8155' - - - - - - - - - - - o c CO ti a) rn o Q" PRIMARY 3 PRIMARY aj -�2 BATHROOM CLOSET STAIR HALL BATHROOM CLOSET CLOSET BEDROOM CLOSET 16- a aa) Cd 200 1 F2-00-1200 200 200 0 a) c\2 o - � cc0000 0 6 SECOND FLOOR _ 111/8" F.J. 16" O.C. _ INa" F.J. 16" O.G. s z 'i255' 111/8" F.J. 16" O.C. 111/8" F.J. 16" O.G. TYPICAL WALL CONSTRUCTION: ft C 1 u .30 LB. BLDG.FELT N" EXT.GDX PLYWOOD SHEATHIING .2" x 6" STUDS s 16" O.C. r FIREBLOCKING AT MID POINT OF WALL HEIGHT 6 EVERY STUD AIRSEAL INTERIOR SEAMS OF PLYWOOD W/CAULK R-21 BATT INSULATION V GYPSUM BOARD FINISH ON WALLS qi POWDER "TYVEK" HOUSE WRAP BEDROOM CLOSET MUDROOM PANTRY ENTRY ROOM LIVING ROOM 0 p 100 100 100 1 El001 FI00 F 100I F 100 1 2"x6" TREATED SILL PLATE W/ TERMITE SHIELD d /8" A.B. 12" LONG 0 25" O.G. MIN (2) PER SILL RUN. > FIRST FLOOR 111%" F.J. ID 16" O.C. 111/8" F.J. 16" O.G. 11 ie F J. g 16 O.G. CTF= 11��8" F J. 16" O.G. 111/8" F.J. g 16" O.G. QU.O o O U TYPICAL FOUNDATION WALL � _ � 10"W CONC.FOUNDATION Cd N W/ 05 BARS 24" O.G. VERT. U 05 BARS to 24" O.G. HORIZ. INSIDE FACE a +5 to 24" DOWELS INTO FOOTING MECHANICAL STORAGE CELLAR THEATER N WATERPROOF ALL FOUNDATION WALLS 0 Z� p 000I O00 O00 O00 PROVIDE WEEP HOLES t FLASHING AS REQ. U Y) U N R-15 BATT. INSULATIONID U U TYPICAL FOUNDATION FOOTINGS- 3500 PSI POURED CONCRETE FOOTINGS O — — 12" DEEP x 2'-0"W W/(3)05 REBAR GONT_ ANDAh CELLAR_ _ 05 RE54R GROSS TIES m 12" O.G. to BOTTOM 515ra' F TYP. OF ALL UNLESS OTHERWISE NOTED— — — — — NOTE- S BAR 1W 24" O.C.DOWELEp INTO WALL ABOVE -� p O a -� U SECTION A - A cc Y) SCALE 1/4" = I'-011 2 m 1 2 4 ikk l � Sign do Seal: TYPICAL ROOF CONSTRUCTION: —GRAND MANOR ROOF SHINGLES ANY SPRAY FOAM INSULATION USED IN - RRED ARC -PROVIDE RIDGE VENTS UNFINISHED SPACES MUST RECEIVE A COATINGR. y/�• -ALUMINUM FLASHING AT ALL ROOF VALLEYS, OPENINGS AND ROOF OF AN APPROVED INTUMESCENT PAINT AS AN �� � n� PENETRATIONS IGNITION BARRIER OR PROTECTION BY MEANS �!� -GRACE SNOW AND ICE SHIELD FROM OF MIN. 112" GYP BOARD a, EAVES TO POINT MIN.36" PAST THE WARM SIDE OF WALL LINES It is a v I w fo on person, -301b. BUILDER FELT u ss ti -6Yre i f the -3/4" CDX PLYWOOD SHEATHING lic hite alter in any -ROOF RAFTERS a 16" O.C. way emp c}r (9�- of it -R-38 INSULATION tv ROOF ..........Lr archi architect 2"x12" G.J. 0 16" O.G. 2"A2" G.J. f' 16" O.C. �.L shall a i I and the — — _ — — — — — — — _ — — _ _ _ — — — — — _ — / 8•O. CEILING— _ _ _ — _ — notation "a wed by his 8155' signature and the date of such alteration, and a specific description of the alteration. Architect: a HALLWAY CLOSET BATHROOM \ -- — 200 200 3 >. - - - - - - - - - - - - _ _ SECOND FLOOR TYPICAL WALL CONSTRUCTION: 111/8" F.J. g 16" O.G. 1255' STUCCO FI I H . 30 LB. BLDG.FELT EXT.GDX PLYWOOD SHEATHIING 2" x ro" 5TUp5 o 16" O.C. FIREBLOGKING AT MID POINT OF WALL HEIGHT 67 EVERY STUD 5 1 AIRSEAL INTERIOR SEAMS OF PLYWOOD W/ CAULK R-21 BATT INSULATION , V GYPSUM BOARD FINISH ON WALLS r "TYVEK" HOUSE WRAP AD RAC NA ENTRY GREAT ROOM 1001 0-0-0-0 DESIGNS, LLC A2ARCH 1 6@GMAIL,.COM i ----------- (516)289-2461 eoT F' FIRLOOR_ _ — - - - - - - — - - - - — Ilv8" F.J. tv 16" O.C. ------------ - -------r----------i Project Title: ------ 3360 Wunneweta 2"x(o" TREATED SILL PLATE W/ TERMITE SHIELD $ I I ClltChO llE', NY V A.B. 12" LONG 9 25" O.G.MIN (2) PER SILL RUN. I ------- I---------1 TYPICAL FOUNDATION WALL ———————A 10"W GONG.FOUNDATION = L———————--I W/ 05 BARS 24" O.G.VERT. L———_ —J Drawing Title: 05 BARS 0 24" O.G. HORIZ. INSIDE FACE CELLAR I _______ I 4 05 za 24" DOWELS INTO FOOTING 000 0 r———————I PROPOSED WATERPROOF ALL FOUNDATION WALLS r- r — SECTIONS PROVIDE WEEP HOLES d FLASHING AS REQ. k-------J-------rJ R-15 BATT. INSULATION r J I I r--J I _ _ _ TYPICAL FOUNDATION FOOTING _ — _ _ _ _ — — CELL.AR�_J — — �_ — — _ _ _ Project f. Scale: 3500 PSI POURED CONCRETE FOOTINGS 12" DEEP x 2'-0"W W/(3)05 REBAR CONT. AND 1000-111-11-26.2 As Noted "5 REBAR CROSS TIES A 12" O.G. 6 BOTTOM TYP. OF ALL UNLESS OTHERWISE NOTED Date: Sheet : NOTE: "5 BAR 61 24" O.G.DOWELED INTO WALL ABOVE September 16, 2024 x of x Sheet: _ 5EC,TION - A- 301 . 00 SCALE : 1/4" = 1'-0" 2 m l 2 4 .y U � � a v 0 � U � .,. TYPICAL ROOF CONSTRUCTION: V O b s,. O -GRAND MANOR ROOF SHINGLES ANY SPRAY FOAM INSULATION USED IN -PROVIDE RIDGE VENTS O -ALUMINUM FLASHING AT ALL ROOF UNFINISHED SPACES MUST RECEIVE A COATING y U VALLEYS, OPENINGS AND ROOF OF AN APPROVED INTUMESCENT PAINT AS AN - PENETRATIONS IGNITION BARRIER OR PROTECTION BY MEANS W O c -GRACE SNOW AND ICE SHIELD FROM i OF MIN. 1/2" GYP BOARD 3 CIO EAVES TO POINT MIN.36" PAST THE WAR `a 1 51DE OF WALL LINES o a ~ .301b. BUILDER FELT -3/4" GDX PLYWOOD SHEATHING a; .\2 -ROOF RAFTERS A 16" O_G. -R-38 INSULATION 0 ROOF (2) 2"x12" G.J. (2) 2"x12" G.J_ w co o 0 m 1(0 O.G. 2"xl2" G.J. 16" O.G. 2"x12" G.J. 9 16" O.G. 16 O.C. a 0 5.O_GEILING t r 2 I Z a 8155' - - - TYPICAL WALL CONSTRUCTION: STUCCO FIN15H . 30 LB. BLDG.FELT EXT.CDX PLYWOOD SHEATHIING 2" K 6" STUDS g 16" O.C. PRIMARY FIREBLOGKING AT MID POINT OF PRIMARY o� WALL HEIGHT 9 EVERY STUD 13E1Zm� CLOSET BALCONY O '--� +; AIRSEAL INTERIOR SEAMS OF PLYWOOD W/CAULK 20(d 20001 1 O O R-21 BATT INSULATION GYPSUM BOARD FINISH ON WALLS "TYVEK" HOUSE WRAP 4-1 SECOND FLOOR_ _ _ _ 11"/a" F.J. 6 16" O.C. tilit" U � + ' O o 0 c3 O (3) � }. 4-) cCS rr N bO LIVING ROOM LOGGIA 100 F 100 I Q) r, O O v 2"x6" TREATED SILL PLATE W/ TERMITE SHIELD 4 �' U A.B. 12" LONG 'm 25" O.G.MIN (2) PER SILL RUN. U � z o c� FIRST FLOOR _ _ F! _1 O all F.J. m 16" O.C. 0 O O �' 4 U TYPICAL FOUNDATION WALL CYD r/) 10"W GONG.FOUNDATION U N Q' W/" BARS 24" O.G. VERT. .4 5 45 BARS 6 24" O.C. HORIZ. IN51DE FACE UNEXCAVATED 4 45 10 24"' DOWELS INTO FOOTING WATERPROOF ALL FOUNDATION WALLS PROVIDE WEEP HOLES 4 FLASHING AS REQ. Sign & Seal: R-15 BATT. INSULATION ED R. CELLAR a - - - - - - LLt4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYPICAL FOUNDATION FOOTING It is a v I w fo an person, 3500 PSI POURED CONCRETE FOOTINGS u ss ti re i f the 12" DEEP x 2'-0"W W/ (3)05 REBAR CONT. AND way� I lh hire alter y rno of an 05 REBAR CROSS TIES to 12" D.G. a BOTTOM 'G F_ C T I O I � � C ic arc shall a e i I architect and the TYP.OF ALL UNLESS OTHERWISE NOTED NOTE: 45 BAR m 24" O.G. DOWELED INTO WALL ABOVE notation o wed by his SCALE 114 c 1'-0 signature and the date of such alteration, and a specific description of the alteration. 2 0 1 2 •4 Architect: AD RAC ILIA DESIGNS, LLC A2ARCH 1 6@GMAIL.COM (516)289-2461 Project Title. 3360 wunneweta Cutchogue, NY Drawing Title: PROPOSED SECTIONS Project #: Scale: 1000-111-11-26.2 As Noted Date: Sheet #. September 16, 2024 x of x Sheet: A- 302 . 00 USE A MINIMUM OF TWO Sd NAILS THIS SIDE OF TRUSS ROOF RAFTER PROVIDE "SIMPSON" STRONG TIE STRAP TOTAL FOUR • ' FROM RAFTER TO RAFTER OVER TOP OF Sd NAILS RIDGE BEAM m 32"o.c. INTO TRUSS MIN. (W/ COLLAR TIES)FASTEN W/ m _ 8 Ni0 NAILS ?.=A11 TYPICAL RAFTER CONNECTION LTP4 OR WRAP COIL STRAP"SIMPSON" H7 CONNECTOR � Fl ® FROM STUD TO "SIMPSON"UNDER SILL PLATE STRONG-TIE LT540m 16" o.c.FASTEN W/ C4) Sd"SIMPSON" NAILS TO RAFTERRS "SIMPSON" STRONG-TIE LSTA "SIMPSON" STRONG-TIE H25 INSTALL AS SHOWN (8)8dTO STUDS 4 u PLATE INSTALL 6 16 O.G. INSTALL m 16 O.G. (2) Sd TO PLATES WO — " ° WALL STUD ROOF RAFTERINTO AIL., "SIMPSON H7"PLATESRID O EIG-{T U) v ' 56 NAfLe O sin JOIST HANGAR FOR > O � o TYPICAL RAFTER PLATE CONNECTIONS RIDGE STRAP TIE POST TO GIRDER 2X INSTALLATION STUD TO PLATE JOIST TO JOIST b co SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS En Q" � a a °' rn o TYPICAL FLOOR-TO-FLOOR CONNECTION o co "SIMPSON" LFTA CONNECTOR 0 m 16" o.c.FASTEN W/(16) "SIMPSON" NIO NAILS FLOOR JOIST �; ��� o° \M M SIMPSON STRONG TIE- PHDS TYPICAL WIND BRACE SUB FLOORING ROOF RAFTER o 0 0 USED FOR CORNER HOLD DOWNS PROVIDE Ix4 BRACE .2 ° Z (ANCHOR DOWN TO CONCRETE) NOTCHED INTO TOP PLATE ALL STUDS 4 3" MAXIMUM RAFTER � BOTTOM PLATES 9 45' SEAT CUT OVERHANG DOUBLE 2 x (X) STUD ANGLE-FASTEN W/MIN. Ix OR 2x CEILING JOISTS SHEATHING OR OTHER SIMI-SON STRONG TIE- 5/a" x 12" (2) 10D COMMON NAILS LATERAL BRACING 0 45" O.G. LATERAL BRACING AS THREADED ROD ANCHOR BOLTS a EACH MEMBER WIND ; REQUIED a 3'-211 O.G. AND I'-011 BRACE 6 EACH FLOOR FI FROM EVERY CORNER LEVEL AS REQUIRED 2x JOIST SPACING WITH 5P5/4 BOLT PLACES PROVIDE MINIMUM (I) MINIMUM BRACE 's EACH EXTERNAL WALL "SIMPSON" STRONG-TIE HCP HCP-2X MEMBER SIZE TWO 16d NAILS PCP-4X MEMBER SIZE (BLOCKING TO RAFTER) Q --�-+ 0 00 r r "SIMPSON" LFTA CEILING JOIST ' G J ' ;x;' X 16d NAILS FOR LATERAL BLOCKING PER CODE OR HEEL / LAP CONNECTION N FOR LATERAL WIND REQUIREMENTS U +' III WALL STUD A 16" O.C. ctS I I I STRUCTURAL SHEATHING > 1 i I I TOENAIL WITH THREE 1(od NAILS I I I CRAFTER TO TOP PLATE) i--) TOENAIL WITH TWO 16ol C� ;.-IO SIMPSON STRONG TIE- PHDS NAILS (CEILING JOIST CIO ii0 USED FOR CORNER HOLD DOWNS TO TOP PLATE) O O N cd (ANCHOR DOWN TO CONCRETE) NIP CORNER PLATE _ �DOUBLE 2 x (X) STUD FLOOD-TO-FLOOD CONNECTION ROOF RAFTER U a) M SCALE: NTS SCALE: NTS HEEL CONNECTION CIO � 0 � SCALE: NTS N 0 CEILING OUTLOOKERS 0 '1 O AT HIP END In 17) DOUBLE 2 x (X) STUD 0 U SIMP50N STRONG TIE- PHDS U N 0 USED FOR CORNER HOLD DOWNS (ANCHOR DOWN TO CONCRETE) CONNECT VALLEY BEAM TO HIP BEAM O '0 USING SLOPED HANGER RIDGE BEAM -+-� (SLOPED / SKEWED IF 0 ctS ° ROOF PITCHES ARE UNEQUAL NIP VALLEY BEAM -4 O I '° CONNECT MEMBER WITH - "SIMPSON" STRONG-TIE H2 ROOF RAFTER O SLOPED HANGER R' U li I INSTALL m 16" O_G. ®OF RAFTER NOTCH HIP/ VALLEY TO SIT ON POST C-0 0co OUTLOOKER DETAIL (15% OF ORIGINAL MEMBER DEPTH co V) REQUIRED) TOENAIL WITH FIVE 16d N N N - ` SCALE: NTS RIDGE BEAM NAILS (HIP t0 RIDGE) � P Z TOENAIL WITH FOUR 16d NAILS (RIDGE TO HIP) CONNECT RAFTER TO sign & seal: RAFTER TO DOU5LE WHEN NOT ALIGNED WITH RAFTER, VALLEY USING X 16d NAILS 0 \� TOP PLATE CONNECT KINGS STUDS 70 TOP PLATE, �EtE�/41�C ° II° '— "� _ _ HURRICANE TIES MANUFACTURED BY SIMP60N WRAP lVa" GALS. 20 GA. COIL STRAP °- °° `° 4' STRONG-TIE CONNECTORS MODEL No. H2 OVER TOP OF TOP PLATE 4 NAIL HIP / VALLEY BEAM SCALE. NTS CONNECT MEMBER WITH POST OR BEARING WALL OR APPROVED EQUIVALENT AT EVERY STUD II ° TO PLATE CONNECTION WHEN RAFTERS ROOF SLOPED HANGER a ° HOOKED ANCHOR BOLT ALIGN WITH STUD FRAMING *, MIN. 12" INTO CONCRETE It is a v I w fo an person, 4 _ d FOUNDATION WALL ID 23" .ss ti ire i f the 23" O.G. lic hitec , alter in any y. of an ROOF RAFTER HIP � RIDGE � VALLE I shall f'� m� i �I and tlhect shall a r� notation "a wed by his HOLED DO N DiETAIL VALEY YO NIP CONNECTION POST CONNECTION signature and the date of such alteration, — - -- and a specific description of the alteration. SCALE: NTS = Z _GRIPLE SCALE: NTS SCALE: NTS N [— STUDS L DOUBLE TOP PLATE Architect: USE SIMPSON Z-MAX OR HDG CONNECTORS TO INCREASE CORROSION RESISTANCE ���\ FOR ALL HARDWARE IN CONNECTION � Z HEADER /J/ W/ ACQ. LUMBER Z RIDGE BEAM :� l2) 2" x 10" HEADER WALL STUDS g 16" O.C. FULL (2) 2" x 10" TRIMMER RAFTER FRAMED OPENING FOR NEW LENGTH WINDOW OR EXTERIOR DOOR WALL ROOF OPENING STUDS I 2" x (X)" ROOF RAFTER NOTE: ' (2) 2" x 10" HEADER AD RAG NA BOTTOM PLATE k ' ° UPLIFT CONNECTION IS REQUIRED \ TAIL RAFTER DESIGNS LLC '� At EACH END OF THE HEADER AND AT RIM JOIST ;-'' °. BOTTOM OF HEADER STUDS IN ADDITION TO \ (2) 2" x (X)" TOP PLATE — —— — — — — — — ——— —— — — CONNECTORS AT WALL STUDS AND AT TOP I A2ARCH 16@GMAIL.COM — — —— — — AND BOTTOM OF CRIPLES. —— 1-- - TI-- rT— --IT —I (51 s)289-246 1 Project Title: NOTE: O UPLIFT CONNECTORS I jj 3360 Wunneweta ALL STRAPPING TO BE SUBFLOOR SOLE I I I EQUIRED IN I I IS AREA SUB FLOOR ° INSTALLED AS PER MANUFACTURERS PLATE = Z Cutcho ue, NY FLOOR JOIST--" ° - ° SPECIFICATIONS AND NYS CODE RIM g DOUBLE ACQ SILL PLATE e ° JOIST I II II II I A 16 Ga. STRAP LIES MANUFACTURED BY SIMPSON STRONG-TIE TERMITE SHIELD ° ° ° CONNECTORS MODEL No. CSI(o OR APPROVED EQUIVALENT. D FOUNDATION WALL a ° STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP 16 Ga. STRAP TIES MANUFACTURED rowing Tttie UNDER SILL PLATE AT FOUNDATION DOUBLE BY SIMPSON STRONG-TIE GONNECTOS FRAMING d ACQ PLATE MODEL No. CSI6 OR APPROVED EQUIVALENT. PL ° ° SILL STRAP TO HAVE MIN. 12" BEARING ON THE STUD CONNECTION 3" x 3" x}�" STL. BEARING PLATE MANUFACTURED AND WRAP UNDER SILL PLATE AT FOUNDATION. BY SIMPSON STRONG-TIE CONNECTORS MODEL No. LBPSY2 DETAILS OR APPROVED EQUIVALENT FOUNDATION ° °. ° ° . 41 ° n WALL ' A° .° .4 ° .. Project f Scale: TYPICAL 5/a" x 12" HOOKED ANCHOR BOLT a .. ad 1000-111-11-26.2 As Noted - m 23" O.G. ° a ° °� d USE SIMPSON Z-MAX OR HDG CONNECTORS - WITH 7" MIN EMBEDMENT INTO CONCRETE ° TO INCREASE CORROSION RESISTANCE Date: Sheet FOR ALL HARDWARE IN CONNECTION : - WITHIN 6-12" OF EACH END OF PLATE � September 16, 2024 x of x W/ ACQ. LUMBER Sheet: FOUNDATION 5TRAPPINr_:; DETAIL UPLIFT CONNECTION DETAIL ROOF OPENING DETAIL A— 5 0 1 . 0 0 SCALE: 3�4"=V-0" SCALE: 3/4n=I'-(d" SCALE: NTS ALLOWABLE: HOLES - TJI® Joists Refer to Manufacturer's Instructions for additional Installation Details and Specifications may No field cut Min.distance from Table A Do not cut hoes larger Min.distance from Table B anywhere in web out- See current i Leve to approved e uaI Iitorature for framin connectors holes In -' than 1Y2"in cantilever side of hatched zone (or a hatched zones DO NOT JOIST DETAILS 6" 1771 O l o(`� p a O " cut or notch flange. Load bearing or shear wall above � (must stack over wall below) pt g" L1 2 x D1 D7 Closely grouped round L2 2 x L2 D2 g" 6^ Plate nail Web Stiffeners Load from above 2 holes are ermitted if Plate nail ) ku minimum p minimum (applies to all holes the group perimeter required each side IRC 502-7 requires lateral restraint Blocking panel >`. � at A2W (blocking)at all intermediate k) except knockouts) meets requirements for Blocking supports in Seismic Design 2x4 minimum Y,s. round or square holes. panel Categories DO,D1,and D2 to squash blocks i ' �r- �. Table A - End Support DO NOT strengthen the floor diaphragm. o PIP cut holes in cantilever Web Stiffeners Rim-to-joist nail - o • Minimum distance from edge of hole to inside face of nearest end support reinforcement. required each side r u) 0 >~ at Al W Toe nail B1 r Y,e" > 1 � o JOIST TJte ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TO e nail Ir `" DEPTH 2" 3- it. S. 02" 7- 8%" 11" 13" 2" 3" 4" 5" 61z" 7" 8%" 11" 13" Web stiffeners 2x4 minimum Co TJI®rim joist squash blocks a� a. a: required each side at 110 1'-0" 1'-0" 2'-0" 2'-6" 5'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-6" � � 3 B1W and B2W 210 1'-0" 1'-0" 2'-0" 3'-0" 5'-0" 1'-0" 2'-0" 2'-0" 4'-0" 5'-0" Must have 1/4 minimum 9y2" Use 2x4 minimum squash blocks to Q 230 1'-0" 2'-0" 2'-0" T-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" V-O" Al A2 joist bearing at ends.Attach g2 Blocking panels may be CS v, o required transfer load around TJI®joist c 360 1'-6" 2'-0" 3'-0" 4'-0" 6'-0' 1'-6" 2'-6" 3'-6" 5'-0" 5'-0" rim joist per A3 detail. q ed with shear walls j 3 co 110 1'-0" T-0" 1'-0' T-0" 2'•6" 2'-6" 5'-0" 1'-0" V-17 V-6* 2'-6" 4'-0" 4'-6" 6'-0' above or below-see detail 61 o Ci. 210 1'-0" 1'-0" 1'-0" T-6" 7-6" 3'-0" V-6" 1'-0" 1'-0" 2'-0" 3'-0" 5'-0" V-6" 6'•6" 11%" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0' V-17 V-6" 5'-6" 7'-0" \co co 360 1'-0" 1'-0" 1'-6" 2'-6" 4'-6" 5'-0" 7'-0" 1'-0" 1'-0" 2'•6" 4'-0" V-6" 6'-6" 7'-0" \\ 560 1'-0" 1'-0" 1'6" 3'-0" 5'-0" 5'-6" 8'-0" 1'-0" 2'-0" X-6' 5'-0" 7'-0" 7'-6" 8'-0' o \ Filler block:Attach per the table below. 4'-0"length of 8"diameter maximum hole for 11r/"- ;; co o a 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 1'-0" 1'-0' 1'-0" 1'-6" 3'-6" 4'-0" 6'-0" 8'-0" Clinch nails when possible. Y4"reinforcement 16"deepblocking d 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 4'-6" 6'-6' 8'-0" g panels; p diameter s z Backer block:Install tight to top on one side at E2, maximum for blocking panels 9Y2" „ 14" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 3'-6" 6'-6" 1'-0' V-0" 1'-0" 2'-0" 4'-0" 5'-0" 7'-0' 9'-0" flange(tight to bottom flange both sides at E3 deep or shorter than 12"long. 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" 5'-0" 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-6" V-6" 8'-0" V-6" Hanger height must with face mount hangers). Flush bearing plate required. Do not cut flanges. 560 1'-0" l'-0" 1'-0" 1'-0" 2'-0" 3'-0" 6'-0" 9'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-0" 7'-0" 9'-0" 10'-0' be a minimum of 60% Attach per the table below. Maximum Y4"overhang 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 6'-0" 8'-0" 10'-0" of joist depth Clinch nails when possible. permitted at beam. 230 11-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4%0" V-6" 1'-0" 1'-0" 1'-0" 1'-0" X-V 3'-6" 7'-0' 9'-0" 1 l'-0" ° 1Y4"TimberStrands LSL or 16" iLevel®1Ya"rim board.Nail with 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 9'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 5'-0" 9'-0" 10'-0" 11'6" Backer block 10d(0.131"x 3")nails,one 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 10'-0" 1'-0" 1'-0" 1'-0" 1'6" 5'-0" 6'-0" 10'-0" 11'-0" 12'-0" 0 " both sides of web a each at top and bottom flange. Q) 4" 5" IS" 7" 8" 10" 12" 15" 17" 4" 5" 6" T" 8" 10" 12" 15" 17" Top mount with single TJI® joist Attach reinforcement n • 18" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 10'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-0' 10'-0" 11'-0 -0 hanger" 13' " to joist flange with 8d(0.131" bQ 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-W 5'-0" 1 l'-0" 1'-0" 1'-0" 1'•6" 4'-0" 6'-0" 11'-0" 12'-0" 14'-0" ® TJI®Flange Block Nail x 2Y")nails at 6"on-center. ,-, A-) TJI Depth,D � Q Face mount Width Type Size Quantity T • O� When reinforcingboth sides, r�--�iI O O 360 1'-0' 1'-0" 1'-0' 1'-0" 1'-0" 1'-0" 2'-0- 7'-0- 10'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 8'-W 11'-6" 14%0" 15'•6" Face in �� r�--I O 20" 560 1'-0" 1'-0" 1'-0" T-0" 1'-0" T-O" 1'-0" T-0" 11'-0" 1'-0" 1'-0" 1'-0. 1'-0" 4'-0" 9'-V 12'-6' 14'-6" 15-6" hanger Filler 10d(0.128"x 3") 10i1) g R` stagger nails. less than 3z" horizontal 9Z"<Ds16" Backer 10d(0.128"x 3"") 10i1i Table B - Intermediate or Cantilever Support H1 3'- Filler 16d(0.135"x3�") 10r'-each side H3 N Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O z Backer 1od(o.l2awx3") 1ol'i O U 0 JOIST Tip ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE less than 34" Filler 10d(0.128 x 3") 15 > 16"<Ds20" Backer 10d(0.128"x 3") 15 DEPTH 2" 3" 4" 5" 6Y2" 7" 83/8" 11" 13" 2" 3" 4" 5" 6%" 7" 8%" 11" 13" 1 Filler 16d(0.135"x V) 15-each side N 110 1'-6" 2'-6" 3'-0" 4'-0" 7'-6" 1'-0" 2'-6" 3'-6" 5'-6" 6'.6" 32" Backer 10d(0.128"x 3") 15 O 210 2'-0" 2'-6" T-6" 4'-6" 7'-0" 2'-0" T-O" 4'-0" 6%0" 7'-0" 20"<Ds24" Filler 16d(0.135"x 32") 25-each side (� � N 9�„ 230 2'-0" 3'-0" 4'-0" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" V-6- 7'•6" 34" Backer 10d(0.128"x 3") 15 Q ct 40 360 3'-0" 4'-0" 6" 6'-0" 9'-0" 3'-0" 4'-6" 5'-0" 7'6" 8'-0" CO (1)15 for multi-family applications $U 110 1'-0" T-0" V-6" 2'-0" 4'-0" 4'-0" 8'-0' 1'-0" 1%6" 2'-6" 4'-0" V-6" 7'-0" 9'-0" U 210 1'-0" 1'-0' 7-0" T-O' 4'-0" 5'-0" 9'-0" 1'-0" 2'-0" T-0" 4'-6" 7'-6" 8'-0" 10'-0" H2 With top mount hangers,backer block required only for downward loads exceeding 250 lbs or for 11%" 230 1'-0" 2'-0" 2:1-6" 3'-6" 5'-0" 5'-0" 9'-6" 1'-0" 2'-6" V-6" 5'-0" 8'-0" 8'-6" 10'-0" F-, U uplift conditions. 360 2'-0" 3'-0" 4%0" 5'-0" 7'-0" T-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0- 9'-6" 9'-6" 11'-0" 560 1%6" T-O" 4-6" 6-6" 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" V-0" 8'-0" 10'-0" 11'-0" 12'-0" N 0 110 1'-0" 1'-0" 1'-0" T-O' 2'-0" 2'-6" 4'-0" 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" ��{ O O 210 1'-0" 1'-0" 1'-0" 1'-0" 2'6" 3'-0" 5'-0" 9'-0" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" 7'-0" 10'-0" 12'-6" r U N N 14" 230 1'-0" T-O" ll'-0" 2'4r 3'-0" T-6" 5'-6" 10'0" 1'-0" 1'-0" 2'-6" 4'-0" 6'-0" 7'-6" 10'-6" 13'-0" Q) U 360 1'-0" 1'-0" 2'-0" X-6" 5'-0" 6'-0" 8'-6" 12'-6" V-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" �' U 560 1'-0" 1'-0" V-6" 3'6" 5'6" 6-0" 9'&" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" I T-O" BEAM and COLUMN DETAILS z `� 210 1 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" V-6" 9'-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'6" 9'-0" 12'-6" 15'-6" O 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 10'-6" 1'-0" 1'-0" V-W 2'-6" 5'-0" 6'-0" 10'-0" 13'-0" 16'-0" 360 r-0" r-0' r-0" T-O' 3'-0" 4'.0" V-6" 10'-0" 13'-6" r-0" r-0" 2'-0"1 4'-0" 7'-6" 6's" 13'-0° la's" 1r-0" BEAM TO COLUMN LATERAL BRACE 0 I co 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-6" 7'-0" 11'-0" 15'-0" v-0" v- 3' O 4" 5" ili" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" TJI®joist O p U -� 18" 360 1'-0' T-O' 1'-0" T-6" 3'-0" 6'-0" 9'-0" 15'-0" l'-0" 1'-6" 4'-0" 6'-6" 9'-0" 14'-6" 16'-6" 19'-6" U (d 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16-6" 1'-0" 3'-6" 6'-0" 8'-6" 1 V-6" 16-6" 18'-0" 20'-0" co Y) 20" 360 1'-0" 1'-0" 1I'-0" 1'-0" 1'-0" T-0" 6'-0" 1 l'-0" 15'-0" 1'-0" 1'-0" 1'-6" 4'-0" 7'-0" 12'-6" 16'-0" 19'-T 21'-0" Floor beam ) Z 560 1'-0' 1'-0" 1'-0" 1'-0" 1'-0" V-6- 5'-6" 12'-0' 16'-0" 1'-0" 1'-0" 3'-0" -0 6'-0" 8' " 14'-0" 17'-0' 19'-6" 20'6" Rectangular holes based on measurement of longest side. - Holes may be located vertically anywhere within the web.Leave Y"of web(minimum)at top and bottom of hole. Bearing on Concrete or Masonry Pocket Full Depth Header - Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. Low Header High Header Strap Yz"minimum clearance sign a seal: - For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located BEARING AT Alternative 2x4 blocking: �RfLD ARc at the center of the joist span provided that no other holes occur In the]olst. COLUMN Use clips for lateral support y� pQE R. (do not attach to beam) - Distances are based on the maximum uniform loads from current iLevel specifiers guides.For other load conditions or hole configurations use iLevel®TJ-Beame software or contact your iLevel representative. 2x4 blocking for lateral support It is a v I w fo on person, Header Steel Column Beam seat connector • u Iss ti 6're i ( the lic hite a alter i in any Verify column capacity eader Header 2xX nailer" Concrete or CMU wall way. em0 of an and beam bearing * Suggested lateral bracing detail for beam crchi �' ?i architect Double nailer may be required depending when required. Verify beam bearing length snail o i I and the R L5 length.See cunrent L7 L8 L9 upon opening size and window type L14 4 fY g g L25 notation "o ed by his Other i Level@ Trus Joist® Headers and Beams i!_evel®literature. O O O on page 36 of TJ-9000 Specter's Guide O Miernllam® LVL � signature and the date of such alteration, and a specific description of the alteration. 1.3E TimberStrande and Parallame PSL LSL hole zone hole zone 2 x diameter of the Y depth largest hole(minimum) Architect: DO NOT cut,notch or drill holes in headers or beams d - -- - - except as indicated In _ _ _l o o illustrations and tables. a a a Microllame LVL and BEAM TO COLUMN LATERAL BRACE Parallame PSL Header or Beam Maximum Round Joist allowed hole zone Depth Hole size middle Y3 span 43/e" 1" BEARING FOR DOOR BEAM TO BEAM BEARING AT 5Yz" 1 Y4" 2x4 brace at CONNECTION CONCRETE WALL d 1.3E TimberStrande LSL allowed hole zone d " each column BEAM ON OR WINDOW HEADER Se�ustration for Allowed Hole Zone COLUMN CAP Strap per code if top plate is not continuous over Simpson header I Tie®or General Notes Stron USP LSTA9 stra - Allowed hole zone suitable for headers and beams with uniform loads only. (or similar) ` Round holes only Top mount No holes in cantilevers. hanger Face mount Protect untreated AD RAC ILIA No holes in headers or beams in plank orientation. Floor beam han er wood from direct P1 9 contact with a i i L, WARNING Column L3 See current(Level®literature L4 concrete DESIGNS,R LC for framing connectors A2ACH 1 6@GMAIL.COM Metal post cap (516)289-2461 Joists are unstable until braced laterally Verify beam bearing length below Bracing Includes: j27 and column capacity on page 42 g of TJ-9000 Specifiers Guide Blocking - SheathirStrut li Stnes Project Title: Hangers ' Rim Board - Rim Joist 3360 7 i u n n e W 1.t a I►..� ,/' + - TJI®JOIST NAILING REQUIREMENTS at BEARING Cutchogue, NY WEB STIFFENER ATTACHMENT TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 1Y4"TimberStran& LSL or (Load bearing wall above) iLevel®1Ys"rim board. One 10d(0.128"x 7) *With point load from above,install web stiffener tight to top _ nail into each flange DO NOT walk on joists DO NOT walk on jolsts DO NOT stack building flange(gap at bottom flange)when there is no support below. Drawing ride until braced. that are lying flat materials on unsheathed One 8d(0.113'x 2Y2) INJURY MAY RESULT. joists.Stack only over nail each side.Drive beams or walls. Depth Minimum Web Nailing Requirements nails at an angle at - ENGINEER FLOOR WARNING NOTES. TJI Joist Series (in.) Stiffener Size Type Number Nails least 1)'2^from end. I JOIST DETAILS �� End Intermediate 1%a minimum bearing at Also see detail B2 Lack of proper bracing during construction can result In serious y8"minimum 110 All 5/s"x 25�s" end support;3Y"minimum accidents.Observe the following guidelines: 1" " 3 „ „ gd at interrediate support 0Y2"forTJI® 23/a maximum 210 All ;4"X 25/g" Shear transfer.Connections equivalent to 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJIe joists must be completely installed and properly nailed. 230&360 All /g x 2Ys (0.113"x 2Y") floor panel nailing schedule 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be 560,560D, 3 3 Project f Scale: s31 &s33 All 1„x 25/s„ Rim to TJI®Joist accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. S47 joist) � l000-111-11-2e.2 as rioted 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. 16d 1Y4"TimberStrande LSL or 3Y2"wide TJI®rim Web stiffener each side. 560&s47 All 2x4 „ „ iLevelm lYs"rim board or Date:Without this bracing,buckling sideways or rollover is highly probable under light oonstnrction loads-such as a worker or (0.135 X 3Y2 ) joist:Toe nail with meet p: one layer of unnailed sheathing. See sizes below. 1%"wide TJI®rim joist: 10d(0.128"x 3 September 18, 2024 x of x 4.Sheathing must be completely attached to each Us joist before additional loads can be placed on the system. 18 4 4 7 One 10d(0.128"x 3")nail nails,one each side 3Y2"wide TJI® 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. Tight fit* 20" 16d 5 5 into each flange of TJI®joist flange floor joist Sheet: 6.The flanges must remain straight within 1/2'from true alignment. O 560D 22" 2x4 (0.135"x 3Y2") 6 11 2 Y,8"-2 s16"wide Up rim joist:One 16d(0.135'x 3Y2*wide TJI® A Weyerhaeuser,il-evele,Microllams,Parallam®,Silent noore,TimberStrand®,TJI®,and Trus Joist®are registered 24" 6 13 � 3yZ)nail into each flange rim joist n - ® � ® o trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. 1V4"minimum bearing Top vrew A Locate rim board joint between joists. i Q) a) a� s~ 0 0 C� N (D p N a 0 a 0 \CO co co CO 4) C\2C C % — \\\\ OD O O — .- o O Z W 5'-411 2'-Il" 2'-11" 2'-8" 2'-8" I - — — — — — — — K — — — — — — — — — — — — � � G 4+ V^` l\ U 61 ►n 0 61 � LE (P 0 0 V c� 2 � > ^ U �- L11r t ti= O 1 - 1 I 1 17 t' N (v t•-I lV .-t.i/ - - - - - - - - - - - - - - 0 � co UNIT: QK UNIT: Q UNIT: � UNIT: NO UNIT: QO UNIT: ® UNIT: ® UNIT: ® UNIT: 0 UNIT: 0 U bD QTY: 4 QTY: 2 QTY: 2 QTY: 1 QTY: 2 QTY: 6 QTY: 1 C,QTY: 2 QTY: I QTY: 8 �, 1 .� I) Q 5'-4" 5'-1011 Q� 0 O U f) f) 2'-8" 2'-8" �3'-0"� �5'-114" �3'-5"� �3'-5"—�f �5'-11 "� .f-3'-0"—�( �2'-11"� 2'-11" 2'-11" .f—2'-8"� � U — ��N �—N co ifJ Wit- IR LA D�G r co t- cfl tf3 cp U -- _ UP 5 RISERS 71 _ _ _ IN IN — — — — — — — — — — — — A VE FIRST FLOOR Sign 0 5eal: UNIT: ® UNIT: ® UNIT: © UNIT: i UNIT: 0 UNIT: ® UNIT: QF UNIT: 0 UNIT: UNIT: I� UNIT: QJ aEDAR QTY: 6 QTY: 2 QTY: fo QTY: 2 QTY: 2 QTY: 2 QTY: 2 QTY: 2 QTY: 2 QTY: 1 QTY: 1 �(rG E R. CISr� C� i NEW W I I �ID O LU 3 C" ID U L „ „ „ It a vl ki I tl ny p on, mess acting 12'-0 .�—2'-II �2 -II2'-11 -5 un�2 r t I use I ct,to alter an fdi way. l m b seal of an 1 _ I O O W — arch ere erl I ed shall affix to 1111MO i his Ite red by,followed SOLE /4 - I -0 511 specflc des �� ationh alteration,and a 1l1 tll _ N 0 0 0 1 1 1 — Architect: WINDOW SCHEDULE FELLA NN N N LIFETIME SERIES ABOVE CELLAR SLAB NO QTY, DESCRIPTION UNIT HEAD SILL U-FACTOR SI-ICzC REMARKS DIMENSIONS HEIGHT HEIGHT UNIT: QU UNIT: QY UNIT: Q UNIT: A 6 (1) 3265 CASEMENT UNIT 2'-8" x 5'-5" 8'-0" 2'-�" 030 0.40 QTY: I QTY: 2 QTY: 1 QTY: I B 2 (2) 3265 CASEMENT UNITS 5'-4" x 5'-511 8'-0" 2'-�" 030 0.40 C 6 (l) 3696 FIXED DOOR UNIT 3'-0" x 1'-11t'2" 8'-0" 0'-01/2" 030 0.40 FIXED DOOR UNIT p IX 1 1 E 2 (1) 4111 PICTURE UNIT 31-511 x 5i-IIII V_011 2-1it 030 0.40 E2 2 (1) 4153 PICTURE UNIT 3'-511 x 4'-5" 8'-m" 3'-�" 030 0.40 TEMPERED GLASS 'V STAIR LOCATION - G 2 (1) 3696 IN-SWING DOOR UNIT 3'-0.1 x 1'-I11i2" 8'-0" 0'-01/2" 030 0.40 H 2 (1) 3553 CASEMENT UNIT 2'-11" x 4'-5" W-0" 3'-111 030 0.40 KITCHEN UNIT AD RAC ILIA 1 1 (2) 3553 CASEMENT UNITS V-10" x 4'-5" 8'-0" V-1" 030 0.40 KITCHEN UNIT J I (1) 3253 CASEMENT UNIT 2'-8" x 4'-5" 8'-011 3'-1" 030 0.40 TEMPERED GLASS DESIGNS, LLC BATHROOM LOCATION A2ARCH 16@GMAIL.COM (516)289-2461 K 4 (I) 3565 CASEMENT UNIT 2'-11" x 5'-5" 1'-0" 1'-1" m30 0.40 SILL HT LESS THAN 24" - PROVIDE OPENING RESTRICTION DEVICE L 2 (2) 3565 CASEMENT UNITS 5'-10" x 5'-511 1'-01, 1'-1" 030 0.40 SILL HT LESS THAN 24" - PROVIDE OPENING RESTRICTION DEVICE Project Title: M 2 (1) 4165 PICTURE UNIT V-5"x 5'-5" 1'-0" P-1" 030 0.40 (1) TEMPERED GLA55 UNIT 6 FRONT BATHROOM 3360 Wu n n e w e t a N 1 (1) 3253 CASEMENT UNIT 2'-8" x 4'-5" 1'-0" 2'-1" 030 0.40 SILL HT LESS THAN 24" - PROVIDE OPENING RESTRICTION DEVICE O 2 (2) 3265 CASEMENT UNITS V-4" x 5'-5" 1'-011 1'-1" 030 0.40 SILL HT LESS THAN 24" - PROVIDE Cutchogue, NY OPENING RESTRICTION DEVICE P 6 (1) 2g53 CASEMENT UNIT V-5" x 4'-5" 1'-0" 2'-1" 0.30 0.40 (1) TEMPERED GLASS UNIT 6 PRIMARY BATHROOM Q ► (1) 3682 OUT-SWING DOOR UNIT 3'-0" x 6'-91i2" 1'-0" 0'-2�z" 030 0.40 Drawing Title: ,1 TEMPERED GLASS R 2 (1) 2353 CASEMENT UNIT i'-11 x 4'-5-1 1'-0 2-1 030 0.40 'W PRIMARY BATHROOM WINDOW & DOOR S 1 (1) 5353 CASEMENT UNIT 4'-5" x 4'-5" 1'-011 2'-1" 030 0.40 TEMPERED GLASS g PRIMARY BATHROOM SCHEDULE T 8 (1) 3253 CASEMENT UNIT 2'-8" x 4'-5" ATTIC ATTIC 030 0.40 WINDOW UNITS 6 ROOF DORMERS U I (1) 14402 3-PANEL GLIDING DOOR 12'-C"x 6'-9V2" 1'-0" 0'-211z" 030 0.40 Project X: Scale: 1000-111-11-26.2 As Noted V 2 (1) 3553 CASEMENT UNIT V-11" x 4'-5" 1'-m" 2'-1" 030 0.40 W 1 (2) 3553 CASEMENT UNITS Date: Sheet N: 5'-10" x 4'-5" 1'-0" 2'-1" 030 0.40 November 08, 2024 x of x X 1 (1) 2935 CASEMENT UNIT 2'-5" x 2'-11" 1'-0" 4'4" 030 OAO TEMPERED GLASS m Sheet: ASEMENT ATHROOM B A- 601 . 00 fzA'�rD 7Ei�AC)= 18.00' ly I�?0 m y r r 38&.44 50. T. " r fI I KiTc' N 0 X >< O_ I L 0 0) Lid 1 m CO ��• .y A Lid It N CD < DO (::)I(Z) 61 v - -- 1 nl c<1 1 , z� ,-a tQ �f✓� F - Kt -- fR�� LOOK-' 21 ,1 O1-12 S �TT a) t � cfl SST '- Q 0 I I I ar4 U 13.9�0' —1m.4(o' 18.Om� -- _ _ 13.31. i 93-1 12.2"1' I I 19.04' CO i�� v O 20.600, � lS.mm' 0 0 % G A RAGE UJ,4 �E - I GY T ct211 U � I L_= I rn xM { t (� S� U 4.92' ��_1-1 SOFT. � _.� � -� Y) PORC�I I o 0 U n` Q) U Z � CO Jm'23. c CO - I .I II II � O I CO 11 I CD CO I: SCALE N.T.S. II � „ P�RAT FL®® PLAN Q r ll -- ---- - - r I II �I � � • 18.m6/1- " � � S.m®�\ � 20.00`,:.4 --- Sign t seal: --- - - - ---- --_-____--__ I _ P®�CH RED !' --- _ RAC II - - - - - _- -- - - - - 33 1l SOFT, � 8 B.00 a FT r - � � q • yP 9 tin ct,to alter It a w I ti an on, mess actor .\ -- — - an way.11 all 1 em b seal of an arch ereA shall affix to CsA �F 1 11 I 1) I `\ 1 _ -- his ite red by"followed J µ p, + I II I' C \\ / CSC T _ _ by his sl eOa fl t ch alteration,and a Spec]is des ation. ' 11 • 3.001, - - - - - - - — - - - \\ if IL �u --- - 4.1Architect: it IIL r : i - \ ID L I \\ \ ATTIC \\ \ it \�?----------------------------- y--- 2,ro 1-1.00 eQ.F t . f� u , I -- ADRAGNA --__- 26.mm ►I = DESIGNS, LLC18.mP>' A2ARCH 1 6@GMAIL.COM (516)289-2461 I I 0 Protect Title: I I - - - 3360 Wunneweta PROPOSED - --- --- - -- - - - - - - - - 1 _ Cutchogue, NY FIRST FLOOR 3,101-12 s .ft. I I I I SECOND FLOOR 2,61-1.00 s .Ft. I I Draw-jUle: TOTAL 5,-124.-12 sciSt. I i MAX ALLOWED: 6,'115.45 SOFT. i i AREA DIAGRAMS I I . .. I I SECOND FLOOR PLAN SCALE N.T.S. IProject/: Scale: 1000-111-11-26.2 As Noted Date: 5heet N: I II November 08, 2024 x of x li 5heet: t A - 602 . 00 I , I ► I I�I lgl -( r I I II II ► I I'I I I �' R I II I I I�i i'I I a�i I i t I I I � I ♦-1—MASONRY WALKWAY OVER I I I I 1 4" POURED CONCRETE SLAB (4,000 P51) z tb I I REINFORCED W/6x6 Imam W.W.M. 0 I I OVER 6 MIL POLYETWLEENE VAPOR BARRIER vl ( I li 0 sue- 0 I I OVER 8" COMPACTED GRAVEL BASE i�I I�I 2 S R. �z tx I I I I I I g 6" O.C• p 2x8 .R. � - rn 23 -0 g 16" G u 0 " I 1 11 I I I ;/2 20'-1 2„ ►e I ,21 +/0w2E1 '1 y o - - - - O - - - - - - - - - - -j u- S CD � � V IN -� (2) 2x8 WDR I � O `� �» - - - - - - - - - - - — T.O. WALL I N roO +/A�%o � � � � �m�\Q I a a EL. 6033" I x -------------------------------- I + I a Nr—r—______.n________m____ __T_____ m ro o T.O. WALL 0 _ �_ l ) 16" LVL ;L II ;; 0 I I = :!; .� EL. 60.67' I I _. �,r z� � � 'L �- ��'1 - -- { ------------------ �-- y Cd ' y I I I r 1 �� I II I II r I I 2x6 FRAME WALL I I o `' o a� At 'I arrlc I d I II I�O II I �r cc a, � � I I I C I QO II j Q% 6 I y ci o .-, `�° o SCUTTLE u I ° (k O ,� \\\\ I I II M � I 2x8 R.f�. x — Q N �� 116 0. O O II I I `x DOUBLE G.J. I h I q I. r` I �� --- ------_____—__ �@ �I z — T.O. WALL N I x I I A - --- -- I y+ QI I � I I g EL. 59.6"t" , 22'-i" I 1 = q C m 2x8 R.R I 31 V pi 16 O.C. I 1 0 o i �i DOUR. ✓I p I I IRL 160 i 0 i �I (�"4 14" TJI 560 GJ. II "It ID 140 cx — 1 LLI ! O IS 240 r I I I I I I g ,611 O.G. 1 II I 11 1 � � If xl p - ------- --------I-1---=_�____= I i 2xd R.R. 2x8=R.R. 16� O.C. Y ------------ - ----------- 1 t ,� r ------T-------1 -►-----,---- I i o 0 ✓I i ii i ii OU 1 2x8 G.T. 1 1 I —' g 1(01 O.G. 1 I GARAGE SLAB 6 EL.60.00' I I � i ii i ii -" � i I I U Q+ -p 4" POURED CONCRETE SLAB (4,000 P51) I I f� II I I J ii ® I = 1 I .• �. ._ G REINFORCED W/6x6 Imp W.WM. V I i ii i IQ 0 11 I I� i 1 DOUBLE R.R. co OVER 6 MIL POLYETWLEENE VAPOR BARRIER I I (L/ It OVER 8" COMPACTED GRAVEL BASE O [� I ii i - ii Il _ I� I (CS j J GARAGE 0 I `Q m ; I I > 2 = � i ii i ' � ii = � 6X flu � � I I � TYPICAL FOUNDATION WALL ^ „ i ii i x IV cx PITC1 4 SLAB Ys PER FOOT , II U- 1 ( 7 O 811W P.C.FOUNDATION W/ "4 BAR 10 18" O.C.WORIZ. I I N I Lj 1 N I 1 I "4 BARS IV 15" O.G.VERT. INSIDE FACE ( " , `� 1 TOWARDS O.N.DOORS n n I 1 d M4 6 IS" DOWELS INTO FOOTING I i i ii i imp ii IN i I I p U �J b Ix i • WATERPROOF ALL FOUNDATION WALLS V I „ I ' DOUBLE RR.) 0y c) 2x8 G.T. I :+� S•-I I u !DOUBLE R.R. I I U 1 I g 16 O.G. I 1 �I TYPICAL FOUNDATION FOOTING I I f 1 _ y I { I I W ,,-t 3500 PSI POURED CONCRETE FOOTINGS _ r------------------ ----------- _ I i 1 tV U 12" DEEP x 2'-0"W W/(3)•4 REBAR AND I I V I I I I I 2x RR e "4 REBAR GROSS TIES m 18" O.G. 6 BOTTOM O' I I 1 2x8!RR. ^w O �. - — 14" TJI 560 CJ. 0 A I6 O.G. r_I_______T________I _ _____.�____ I 1 I I L NOTE: M4 BAR A 12" O.G. DOWELED INTO WALL ABOVE I — I 9 1611 O.C• i I I b M 1 1 I I ll 1 II I ;I a) a� II I i I Q1 �I I~ li li v o I2XS R.R. ; s to .. . a I II I .I I I � I ii I 1Q 0 11 (Y 16 O G I 1., DOUBLE RR.I p 0 ° =0 C ° I I ' _ I u I I �p V) Z I I I I „ �Q I I �/ U NI 2x8 R . +� O 0 16 11 O. [� �, N I 11 II I x Q II .` I p 1 Q) T.O. WALL I I I/i I l; e i i Q0 0 O 2x6 FRAME WALL I I N N N ------------- --------- --- ----- I CO FT Lj (3) 16" LVL ; ;; — ;; r —' ~—L--'----L--------"-------- ----- I I T.O. WALL I U p - EL. 60.61' - - - - - - - - - - - - - - - - - - - - - I =1N �_4 p p1 �, N (2) 2x8 HDR I - m I Signeseai: I ,j • I `x (2)2x10 o Eo,,�R - - -- - - `�' �- - - = — 0�- - - - - - - - - �CER c - - - - - - - - - - - - - - - - - - - - - - - - ('may �QP'ERbq,�o% 23'-0" 11'-6" It a vl I tl any p n, nless acting I � I � I I � Iun r t� I else 1 ct,to alter F 0�N D ,4 T I ON L A � �L A I V 0 0 >I�-- A I � an �) way. cm be seal of an archI ere n A tt I ct shall affx to his Ite ~/ red b�l'followed SCALE 1/4" = 1'-0" SCALE : 1/4" = 1'-m" SCALE 1/4" = 1,-0n specfades �� atlonhalteratlon,anda 2 m 1 2 4 2 m 1 2 4 2 m 1 2 4 Architect: LA L—J . I I N N AD RAG NA DESIGNS, LLG - - - A3 YE—FIRST�LOOR - - - - - - - - - - - - - - - - - - - - UNIT: 0 UNIT: 0 UNIT: 03 UNIT: QTY: 3 QTY: 1 QTY: 1 QTY: 3 A2,ARCH 16@GMAIL.COM (516)289-2461 Project T21e: 3360 wunneweta NEW W I N� O UJ 5 C� D U L Cutchogue, NY SCALE 1/4 If = 11_011 Drawing Title: GARAGE PLANS WINDOW SCHEDULE LIFETIME SERIES Project N: Scale: UNIT HEAD SILL 1000-111—a-28.2 As Noted NO. Qtl'. DESCRIPTION DIMENSIONS HEIC�Nt 44EICx4-4t U-FACTOR Sf-IGC REMARKS 1 3 (1)3265 CASEMENT UNIT 2'-8" x 5'-5" 8'-0" T-111 030 0.40 Date: Sheet 2 1 (2)3265 CASEMENT UNITS 5'-4" x 5'-5" 8'-011 T-1" 030 0.40 November OB, 2024 x of x 3 1 (1)3253 CASEMENT UNIT 2'-811 x 4'-5" ATTIC ATTIC 030 0A0 ATTIC DORMER UNIT sheet: 4 3 (2)3253 CASEMENT UNITS V-4" x 4'-5" ATTIC ATTIC 030 0.40 ATTIC DORMER UNIT A- 701 . 00 12 y Q 12 au 'v 0 Q) 24 0 ° � Q o .In J t- _ 0°� co c, : mz cc 10 R. M R ram., Q1 rn o p" O i O c :� c� -4 p �rxav� rz p \rn rn ��M� rl M� co 0 0 -i ED FF__11LL.==JoF=1 �000 000� o� oo -- -- - - - - - - - - - - - -- - - - - PR�E-EXISTING GRADE —a - - - - - - 00 — CSHR'AGE: G2.E;0 — — _ — — — e. — — E3 M- - I — — L—� P 7� -'— — — — — — — luiF Q) El ��oo aaaa oc�3 � C) o o U � � 4- 6 SCALE : 1/4" 1'-01' 2 m 1 2 4 SCALE : 1/4" = 1'-0" O 2 m 1 2 4 Q) coO o Q I~ U _ co N ✓~ O O [/) U En Y) N O o CIO 0 w wv O a v co 0 A co � mz 0� O Sign 4 Seal: cn R. aQ OI OO OI � It a vi I ti ary p on, nless acting "n r ta i se api ct,to alter an (dl' way. i em I? h seal of an arch erect er I ct shall affix to his ite V red W followed by his si eOa Ft ch alteration,and a specific des anon. - - - - -- Architect: TYPICAL ROOF CONSTRUCTION: 42 a ELEVATION ( 5 0 I Iash`�JT—T( ) -GRAND MANOR ROOF SHINGLES I -PROVIDE RIDGE VENTS Z OC SCALE : 1/4" = V-0" -ALUMINUM FLASHING AT ALL ROOF I/4 = -��� _ VALLEYS, OPENINGS AND ROOF SCALE 1/4" �I 2 m 1 2 4 PENETRATIONS -GRACE SNOW AND ICE SHIELD FROM 2 1 2 4 EAVES TO POINT MIN. 36" PAST THE WARM SIDE OF WALL LINES r ATTIC -301b. BUILDER FELT -3/4" CDX PLYWOOD SHEATHING -ROOF RAFTERS g 16" O.G. �� I 14" AD RAG ILIA C.J. � 1(0" O.G. ] L, TYPICAL WALL CONSTRUCTION:STUCCO F DESIGNS, L, C. 30 LB. BLDG.FELT EXT. CDX PLYWOOD SHEATHIING A2ARCH 16@GMAIL.COM .2" x 6" STUDS m 16" O.C. FIREBLOCKING AT MID POINT OF (516)289-2461 WALL HEIGHT 9 EVERY STUD AIRSEAL INTERIOR SEAMS OF PLYWOOD W/ CAULK GYPSUM BOARD FINISH ON WALLS ProjectTdle: . "TYVEK" HOUSE WRAP GARAGE iv 3360 W u n n e w e t a le0 Cutchogue, NY Drawing Title: GARAGE ELEVATIONS TYPICAL FOUNDATION WALL & SECTION 8"W P-C.FOUNDATION W/*4 BARB 18" O.G. HORIZ. 4" POURED CONCRETE SLAB (4,000 PSI) 04 BARS 0 18" O.C. VERT. INSIDE FACE REINFORCED W; &x& I01fm W.W.M. 4 •4 ® IS" DOWELS INTO FOOTING OVER 6 MIL POLYETHLEENE VAPOR BARRIER • WATERPROOF ALL FOUNDATION WALLS OVER 8" COMPACTED GRAVEL BASE Project/: Scale: TYPICAL FOUNDATION FOOTING 1000-111-11-26.2 As Noted 3500 PSI POURED CONCRETE FOOTINGS 12" DEEP x 2'-O"W W/(3)04 REBAR AND Date: 5heet N: "4 REBAR GROSS TIES ID 18" O.C. 6 BOTTOM November 08, 2024 x of x NOTE: '4 BAR 9 12" O.C. DOWELED INTO WALL ABOVE Sheet: e CT I ON A - 702 . 00 SCALE : '/4" = 1'-0" e - c I TEI(PROOFING MEMBRANE T.O. SUBFLDOR 1@ ELEV. ro1.50' � I 10 , _� pTECTEp W/ 1 RIGID INSULATION :'', J _ _ �►`a a _ 111 I—I I Mi I I—I I— T.O. WALL a ELEV. 61.18' _ - - - - - - - - - - - - - - - - - T.O. SLAB "SEE PLAN" I — I I—I I (— TERRA 1 I = � PITCH a-X°— - xa— (I 'a _ III—I ( I- FILTER FABRIC ° a ° o 0 0 I— — I MEMBRANE I MASONRY TILE FINISH 0 -) I— I I— OVER 2" SETTING BED _ d 44 ° d _ = W/ 4 POURED CONCRETE SLAB (3,500 6„ M4- SEE 11-1/8" F.J- (SEE FRAMING PLANS) I I I � J PSI) REINFORCED W/ 6xro 10IG W.W.M. OVER I I I - o °—°— - I—III—I I (—I I 6 MIL POLYETHYLENE VAPOR BARRIER T.O. SHELF ELEV. �00.19 I I 0 4. .� d_ .e n & -0 L' 4. 0 TYPICAL FOUNDATION FOOTING I 3500 PSI POURED CONCRETE GRAVEL FOOTING NOTE: SLAB TO PITCH I I I U 12" DEEP x 2'-0"W W/ (3) *5 REBAR CONT. 2'-(�"---,� DRAINAGE AWAY FROM FOUNDATION 05 REBAR GROSS TIES -0 12" O.G. 6 BOTTOM I I o �0 MASONRY PATIO FINISH, OVER 2" SETTING BED �" r a o G tY . OF A UNLESS OTHERWISE NOTED MASONRY PATIO g EL.61.00' I I � � P ALL LE F 4" POURED CONCRETE SLAB (4,000 PSI) I o o *5 BAR Q 24" O.G. DOWELED INTO WALL ABOVE ' " I i I = 'in -in I ® OF FOUNDATION L D G � I REINFORCED W/ 6x6 'mfm W.WM. I Q � � 7� 1=, FOOTING DETAIL = - -- - SCALE: 3/4" = 1'-0" C\2 CD \CO cc ro o0 0'-52' 8'-0' 3'-34 _4z, 3'-94, 00 o o r On � F n TZ16 @ 12"x12" PIER OVER I� 1 J L — — — — — — — — I 48"x45"x12" P.G.FOOTING �T-OWA W/ (4) 05BAR650TTOM 23 EACH WAY - - - - - - _ - - - - - - - - - - --------______________ _______________ - -- - - - - �OWEAOTL �T.O. WALL `:' F-STEEL BEAM STEEL BEAM ocKEr POCKET 60.19 I I TERRACE FOUNDATION I ���II p O T.O.TW ALL T.O. WALL =�N 3500 PSI POURED CONCRETE FOOTINGS �—I O 61.1A I :F I _ 8 GONG. FOUNDATION W/ 4 BARS 24 O.C. VERT. I I a -+� CELLAR SLAB e EL. 51.50' I I *5 REBAR CROSS TIES -s 12*" O.C. e BOTTOM OVER 4" POURED CONCRETE SLAB (3,500 PSI) , 6, 12 DEEP x 20 w W/ (2) ,14 REBAR CONT. AND I I N U 2' ( I REINFORCED W/ 6x6 10/f0 wain. I L *4 REBAR GROSS TIES 24" O.G. g BOTTOM + OVER to MIL POLYETHLEENE VAPOR BARRIER F > J I OVER 12" COMPACTED GRAVEL BASE 0 0 o TYPICAL FOUNDATION FOOTING 3500 PSI POURED CONCRETE FOOTINGS t '' UNEXCAVATED I I 1.., U T.O. WgLL STEEL BEAM POCKET TYP. @ 12 DEEP x 2'-0 W W/ (3) *5 REBAR CONT. AND I I FILL wlTl-{ COMPACTED O U M 55.40' COORDINATE WITH STEEL *5 REBAR CROSS TIES -0 12" O.C. m BOTTOM I I r SAND GRAVEL I I FROM FRAMING: PLANS,FULLY �p TYP. OF ALL UNLESS OTHERWISE NOTED I I � U FILL VOIDS WITH N.S.GROUT NOTE: "5 BAR e 24" O-C. DOWELED INTO WALL ABOVE (� I TYPICAL FOUNDATION WALL10"W CONC. ,.;,•_;;`;?` I -�' {_; 0 W1 05 BARS 24" O.C. VERT. I r ` ..ATIONI I -� O *5 BARS ,w 24" O.G. HORIZ. INSIDE FACE I :' '16' l'-61' I O "~ 4 *5 Q 24" DOWELS INTO FOOTING I I I I Q) U I HSS HSS HSS HSS =. _ „ 60"x60"x12" P.G. FOOTING d11�t I I 5x5x5/16 5x5x5/16 I I 5x5x5/160 x60 xl2 P.C.P.C- FOOTING-�a 5x5x5/16 I I L — v� r — — — — — _ — — — T� (HSS COLUMN W/ (5) *5 BAR 'm BOTTOM COLUMN COLUMN W/ (5) *5 BAR 9 BOTTOM COLUMN I — — — — - — — — — — — — — — p 1 T.O. WALL I I EACH WAY I I I EACH WAY I I 60.19' 5x5x5/16 I I coLUMN I I I I r� N 1 1i I 1' - - - - - - - - - - - - - - C 0 -42 � 4ill-loll3'-0 '-'12 — •of.' 2 — n n n STEEL BEAM I I 36x36x12 P.C.FOOTING L — _ _ J L - - - _ J L _ _ _ _ J L _ - - _ J POCKET I Cy r I W/ (3) *5 BAR 6 BOTTOM 60"x&0"x12" P-C.FOOTING I I � � � EACH WAY W/(5)5 BAR A BOTTOM EACH WAY ' 5ign!Seal: - f TREATED POST I I En OVER ABA BASE R 'C I I @ @ I �36 x36 x12 P.G. FOOTING T.O. WALL I \���QPER -1t W/ (3) *5 BAR 'W BOTTOM L — _J EACH WAY T.O. WALL 61•IS' I I ,* � •t I I `, It a v, 1 ti ny p on, nless acting un r-tk i se i ct,to alter an Idi wayr,em b seal of an arch ere gteP i ct shall affix to his ite red b�/'followed T.6 WALL �' I I by his s1 e as ch alteration,and a IT O. WALL I I N 5pe if ic des anon. " STEEL BEAM T.O. WALL POCKET 36 x3ro x12 P.C. FOOTING �"0"19 _ g AM (3) TT AM STEELW/ *5 A O OM ,;....:., . ... .,.•,.. - - - - - - - - - — - - - — — Architect I POCKET r- EACH WA -� — 61.18' — P I L - - - - -- - - - - - - - - - - - - -- - - - - - Y 4'-6' - I -4' 4'-6't—�/ TREATED POST— -� - - - - - I �i - - I—OVER ABA BASE � -� — — I T.O. WALLFj - ,I` 4'-11'�--�' I T.O. WALL I 0--1---MASONRY WALKWAY OVER - 0 I 1 4" POURED CONCRETE SLAB (4,000 PSI) I I REINFORCED W/6x6 'm1fm W.WM. WVVI N AV I I OVER 6 MIL POLYETHLEENE VAPOR BARRIER FILL WITHCOMPACTED L — I I OVER 8" COMPACTED GRAVEL BASE I I I - - - - - - - - - - - - - - J I — SAND 4GRAVEL T- I L- - - - - - - - - - - - - - - - J ' , 1 - ICONCRETEI - - - - 4 POURED S A 13500 23' 0 P RED L B 4 i.. .�::..., ..a.: i' a 01 10 � REINFORCED W/ 6x6 �0 W.W.M.wW OVER 6 , 3' 0' - POLYETHYLENEI - I MIL VAPO BAR IER I � - - - - - - - - - - - - - - - - - - `� I L - - — - - - R — R - - - 1 I `� - - - - - - - - - - - - - - - - - - - � � , . . - - - - - - - - - - - - - - 60.50' T.O. wAL T.O. WALL AD RAC ILIA T-O_ WAL ,-O' 20'_0 8'-0' DESIGNS, LLC EL. 60 l' 24'-5' 8'-0' A2ARCH 1 6@GMAIL.COM I I I (516)289-2461 m T.O. WAL Project Tale: 59. 7" I +r� FILL SOLID W/MASONRY AFTER 3360 wu n n e w e t a I I STEEL IS INSTALL i I I �O INN A T I ON L ,4N GARAGE SLAB e EL.60.00' Cutchogue, NY 4" POURED CONCRETE SLAB (4,000 PSI) REINFORCED W/6x6 I%W-WM. I I SCALE : 1/4" = 11-0" II OVER 6 MIL POLYETHLEENE VAPOR BARRIER II I ( OVER 8" COMPACTED GRAVEL BASE I NO 1 E: 2 m 1 2 4 61 !L� I _ Drawing Tale: I I I I DO NOT BACKFILL AGAINST FOUNDATION WALLS TYPICAL FOUNDATION WALL UNTIL FIRST FLOOR FRAMING IS COMPLETELY FOUNDATION PLAN 811111 P.C.FOUNDATION W/ 4 BAR g 18" O.G. HORIZ. I I INSTALLED STEEL BEAM REFER TO FIRST FLOOR FRAMING;PLAN *4 BARS m 18" O.G. VERT. INSIDE FACE I I 4 04 m 18" DOWELS INTO FOOTING %"FULL HEIGHT WELDED STIFFENER BS.OF BEAM • WATERPROOF ALL FOUNDATION WALLS I I "`�` t.0. WALL T.O. WALL T.O- WALL 5" min. CENTERED OVER BEARING;PLATE I I I I J NOTE: 60.50' S4.00' �i"x5"xl2"BEARING PLATE TYPICAL FOUNDATION FOOTING ASSUMED ALLCWA8LE BEARING CAPACITY OF )"MAX.W.S.NGVJ-S�JRINK GROUT 70 LEVEL ProjectN: 5cate: I I 3500 PSI POURED CONCRETE FOOTINGS I i ----------- @ •r, _ @ o 0 0 0 1000-111-11-28.2 As Noted 12" DEEP x 2'-0"W W/ (3)"4 REBAR AND "; 2,000 P.S.F. -- VERIFY IN FIELD T.O. WALL ----------- T.O. WALL o 0 0 0 o T.O. wALL s „ - „ � - - 60.19' - ----- 51.50, o 0 0 0 55"40' (2) iB ,S8.OR GALV.THREADED RODS® 12" O-C. 4 REBAR CROSS TIES A 18' O.C. ® BOTTOM I I �9 ----- o o o o 0 m * � (CENTERED ABOUT if')THROUGH '"0 HOLES IN pate: Sheet#: NOTE: 4 BAR o 12 O-C.DOWELED INTO WALL ABOVE BEARING M W/12"MIN.EMBED November 08, 2024 x of x 12"CONCRETE WALL I :•: I GARAGE I I Sheet: FOR MORE EET E;ZMATION E3E ,4t%1F=)oC,< T DTAILm S - 100 . 00 61 SCALE : 3/4" = 1'-0" , Ash .y a� ILI � o C) 0 InO O S (D U) 'd Q) U Q, � 0) O a) a A a a O R" o UNEXCAVATED MASONRY 3 � ,� PATIO ON GRADE m a \� cs, coDo C — 07 O C Z i G\2 (2) 111'a" LVL EJ Q) c�d ® W 12 x 30 ® O 0 O ll_lka" TJI 360 F.J. ■ O � U � ® � O (2)11"14" LVL I N 1:i co UD _ u 1L 4--) CO I m O N= m I r\m ~\m ® Q) rO O �t U U N x x ■ ram I ■I � � � � U I I U � LZ 11��8" TJI 360 F.J. ■ Z O m 16" O.C. + 0 co 6D"4D"AV' P.C.FOOTING 60"x Vxl2" Pr_.� 0 TJNG 11 1 .—I _ W1(5)45 WA BAR ® BOTTOM I W/(5)05 BAR W IB0 OM I W 12 26 I 10 -02 0 � � U Hss (3)?No LVL I HasI HS ■ I +ass I I +ass � L 5x5x5 16 x5x5/16 ■ I x5 5/16 I ' �nx5x5/16 I �x5x5/16 I N N U COL COLUMN CC LU I COLUMN COLUMN Cc 36"x36"x12" P.C.FOOTING L ` J �-- r�—I11'e" LVL — — — L �— —J I W1(3)05 BAR ® BOTTOM — — — — — — — — „ I EACH WAY 6(d x60 A , P.C.FOOTIN ■ r 1 W/(5)05 BAR 0 BOTTO EACH WAY N ICI-4" ' I s gnsseal: ilea" TJI 360 F.J. 16" O.C. REO AR � �R. n� I 0 u in 111b LVL— — U- t0 N ' _1 Q r\ 1� ■ ^�' 3 ' -2 '_ cr1 O �� nl O ■ It a vi 1 ti • any p n, nle55 acting ILL un r t� _ se ct,to alter r�ro 0 V an way. I ern be seal of an ■ '> arch ere Tlli .ct shalt affix to - r�`p r�� ■ his 11 to -red by"followed by his si a as I t ch alteration,and a ,\° ' speclf c de ation. ■ I 'N rho I n u u ■ 36 x 6 A2 P.C.FOOTING W/( )45 BAR e BOTTOM Architect: EAC14 WAY ■ 00 I �1­4'_]P 9'-4" 4'-11" I I I i I (2)111'a" LVL I I I I I I I I 11'7 " TJI 360 FJ. I I O. _ WWI TJI 360 F.J_ I �—i MASONRY WALKWAY I I ON GRADE I I I I I I I I I I I AD RAG ILIA DESIGNS, LLC A2ARCH 1 6@GMAIL.COM (516)289-2461 Project Title: 3360 Wunneweta DESIGN LIVE LOAD: 40 PSF 2 BY BLOCKING BOLTED TO STEEL TO PACK OUT Cutchogue, NY F I F,:IST FL OOfR FRAt-I I NG; STEEL AND CONNECT (2) 2"x6" NAILER UNEXCAVATED GARAGE SLAB ABOVE JOIST HANGERS BEARING WALL BELOW SCALE 1/4" = V-(d" STEIE ED ON TOP OF REFER TO FRAMING Drawing Tale: ZZY_ L� BLOCK SOLID UNDER BEARING WALL 2 2 �( SHEETS FOR FLOOR REFER TO FRAMING JOIST SIZE AND TYPE SHEETS FOR STEEL SIZE FIRST FLOOR . ® POST � FRAMING PLAN ® POST ENDS STRUCTURAL LUMBER STEEL BEAM Project N: 5cale: LUMBER 1000-111-11-26.2 As Noted SPACING Date: 5heet#: November 08, 2024 X of X sheet: TJI. FLUSH &TEFL DETAIL 5 - 10 1 . 0 0 SCALE: 3/4" e V_0n a) ,~ tX U O _ 4. O F. O . s � -HQ) ° co 0 Cu m o a o Li, p 1:�4 fa� U) CL: \OOOco s Z CV o� (2)2x8 HDR_ (3)2x12 HDR (2)2x8 HO POST POST - - — — — — — — � W 14x38�iENDSs, s_ s, l3)2x12 HDR POST (2)2xI0 HDR — — IN" LVL — — 12-x10 HDR I 11"Ja" TJI 360 F.J. POST POST POST POST •. O -0 �O THRU ]Plea" TJI 360 F.J. i ENDS THRU 1 I I ENDS ,� X, O , 1 POST OST -1t (�11P JIENDS 1 I I MENDS U U THRU ILz POST w- 1'1 I 1 I `n II 'OSTco 11 I IENDS POST > 1L ENDSsto Id 1 I LL ° Lu 2)_8HD �ji I u I I�„ I I a� O O I 811 rq i Mo I lobo i lu tf — ((S U —III I�L�1 POSY I OST � Q4 lhkAa" TJI 360 F.J. 4f r� Q) I r, THRU - ,ANDS i 10 1� 1 fi' 16" O.C. I Q) O IL l o osr POST O lu ENDsj V) V) _ t4 ll NDS U U U � � Q) �' ° — I I 1 I —, z o 1 11"ka" TJI 360 F.J. -"" I� (3)2xt2 HDR POST 16 O.G. POST POST POST rn POST POST ENDS _ ENDS ENDS I (�Z 1 � O POSTPosr 17 7 ST THRU LIJ_LI�L1 LIIJ_L11� 717IJ7 �7Jy ; +, o (3)14" LVL (2)2x8 HDR t°pg (2)2x8 HDR 0 U POST IPO T POST (2)flye° LVL PDT I— — — — — - - — — - - - - — �— — — — � — — c� POST P T POST (2)2A2 HDR POST Q0 U " —III�IJ7_ IJ_Z IJ_71IJ_LI f� 1 THRU � 1 5ign 4 Seal: ll"ka" TJI 360 F.J. — n r� 61 U POST +� POST m Jlo" D.G. 1,E113 POSTm '3 IPOST DST THRU R. ENDS �t NDS 1 u- u PORU _ ~ _ POST POST�N 0 0 POST �aD 1 0 U qTHRU ENDS n \4THRU � � 1� r`� Q "gyp \9 POST 1 i It a vi I ti any p on, nle5sactimj to Y1 un r t use ct,to alter I— I lj an way. I em b Seal of an @ arch ere Sterj Gttct shall affix to I I r\ I ^ V ^ r\ f t I his ite ~/ re followed by his si e as Itt ch alteration,and a specific des on. n �1 _LIIJ_LII�ilI L-II��I J__Z: J7 - Ihka" TJI m F.J. r� IyIPOST 6 16" OST G ry IEND5 ENDS I I f�1 I� POST J1 1 1 , T+4RU 1 P0Ru Architect: , L .�, — — — 1 — ,�, — — I I DOUBLE FJ. FOR LONG SPAN- (2)2x8 HD� (3)2x12 HDR (2)2x8 HDR POST POST — — — — 11i1/a" TJI 360 F.J. 1 1 (2)MO HDR PORT THRU (2)2x10 HDR 6 16" O.C. 1 1 POST — — — — .J 1 THRU a (2)2XIO HDR 2x8 C a POST A POST Ck 4 I ° 16' O C. I A I ENDSA 9 0 ENDS X 1@ C a N c4 I � IPOST I � _ _ _ _ - - 041 I i ENDS (3)1115" LVL `r1/0 (2)2x8 HDR (3)2x12 HDR (2)2x8 HDR (2)2x8 HDR (3)2x12 HDR (2)2x8 HDR - -_ 40 (2)2x8 HDR66 AD RAG ILIA DESIGNS, LLC �_ (3) 16" LVL — — —r�c,�Z� L }L �7 �}��7 ���� — — A2ARCH 16@GMAIL.COM >r�r` Y 1 I (516)289-2461 —tl l j ATTIC 11 J p/ b l SCUTTLE I I (Y IliProject Tdle: 1 � I� � - - -'��-J - - - - - - - - - - - - � — _ 4 =� 3360 wunneweta N 1 ;'r DouBLE cJ. DESIGN LIVE LOAD: 3m PSF BEDROOMS ICN41 4m PSF BALCONIES Cutchogue, NY t/I 14" TJI 560 CJ. 1 m 16" O.C. I - - BEARING WALL BELO.0 SCALE 1/4" = V-m" I I Drawng Tdle: ���II�L� BLOCK SOLID UNDER BEARING WALL 2 ,a 1 2 SECOND FLOOR ID POST FRAMING PLAN ® POST ENDS STRUCTURAL LUMBER STEEL BEAM Project M: 5cale: VI LUMBER 1000-111-11-28.2 As Noted L1 ' 1 p _ SPACING 1 I" Date: 5heet M: x I � '/ � November 08, 2024 x of x J .. Sheet: �) GARAGE V I 1 ►J — 1 0 2 . 0 0 V I SEE SHEET A-101.00 V11 I/A FOR MORE INFORMATION U a) b >~ o n S, 0 �U r O O •� R 9 N CO. iv rn O P" o c p! 'v� 17) 3 co •r+ >~ . a a) O G1. U) f4 �CD CID coco CQ CD o rn rn o CO O O z CQ (2)2x8 HOR (2)2=HDR (2)2=HDR (2)111ka" LVL (2)II16" LVL (2)IIZa" LVL J POST —®OST POST POST- (2)2xS HDR (2)2x8 HDR (3)2x10 HDR (2)2x8 HDR (2)2x8 HDR — — ST )14°LVL �.L � 7j 7 �II (3.1_4 F"L-'VL.. ' —o �3rjI - — -- +o' +p ST (2) 2x12 C.J. (2) 2x12 G.J. O—t O e 16" O.C. 6 16" O.G. 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ENDS HRU , 0 HRU � - ENDS �+ HRU D B RR Q cq 0 @ I ) It >a vi I ti ny p on, Mess acting I un r t sgdse i ct,to alter + I an way. em I, seal of an 2x8 R. I I 2x12 G J. arc hi ere er ct shall affix to his to hl a red W followed by 16" O.G. specfic des&�Itt ationh alteration,and a 04 72-77__ __ 2x6 FRAME WALL _ -77_ _ 7-7 _ f I rr ------------- (2)2x12 I (2)2x12 °o °o - - - - - - - - - - - - - _L1I�LI ��IJ_7_ J_7_LI� _LIJ_7_�IJ_7_- ZZ21 -7_Z2 -_� - - - - - - - - - - -Cm �r- - - ,m�e m I I m I I ° osT ost Pos Architect: I A. C2) 2x12 G.J. (2)14" LVL W/ 1/2" STEEL PLATE I l2) 61, G.J. � giro" O.C. — — — — — — — — — - - -� - - /i gl " o.c• I (2)2x8 HDR POST I I POST (2)2x8 HDR 8"o c. I T �i :oIJ_7_�IJ_7_rIJ_/_II o1I:ZZ + oS , [A u u 01 � � � � ' (3)14" LVL o I N Q �`+ ( l3)14" LVL I 3: n I — - - - - - - n POST X c14 IN C2)2x8 HD (2)2x8 HDR (2)2x8 HD 2x8 R.R, OST g 16 .G. �. - - -ED-- - - - - - - - - - - - - -a- - - ?k�0 (2)2x8 HDR (2)2x8 HDR (2)2x8 HDR (2)2x8 HDR (2)2x8 HDR (2)28 HDR • o Wr0 � O I �+e � X ��e l AD RAG NA DESIGNS, LLG A2ARCH 1 6@GMAIL.COM 1 — 2x6R.4ME WALL --------- --------- I I (516)289-2461 I I a' U I I �4 2x8 R_ .I +� tX �\Q I g Iro" O• Project Title: SGo ----- ---—----—--------- +`� -1I 3360 wunneweta 12x8 RR. I . 91 DESIGN LIVE LOAD: 20 PSF 16" o.c. i u o LUi Dou I Cutchogue, NY �I C I L I NC; J O I eT i=:>L ,4N - - I = XX S = BEARING WALL BELOW SCALE 1/4" = V-0" ` I 1 X 1 Drawing Title: 2x8;R.R.�I QI BLOCK SOLID UNDER BARING WALL 2 m I 2 CEILING JOIST �I I 0 POST I 2x8=R.R. g 1rol O.G. I z ® POST ENDS FRAMING PLAN I I I I ou I 2x8 C.T. = 16' O.C. ' I — — — °— STRUCTURAL LUMBER I = = I 44' = I — —R • �'� • STEEL BEAM i = i DOUBLE .R.I I I = = I LUMBER Project 4`1000-111-11-26.2 AsleNoted Ile SPACINCx I U.I I 1 I Date: Sheet M: IVAX IE _ = I I November 08. 2024 x of x I� = X = i 5heet: I I;C GARAGEDOU _ S - 103 . 00 I I SEE sHEET A-101.00 I IDOL-BLE R.R. I FORMORE INFORMAT N I I 2x8 C.T. I a� a� c. � t~ s~ a o _ . O .O T! U 4—' 7 O S M 'C3 Q) v co R 0 R, �n o o � � •rn � •rn m L (1a ( y > �CDr � � C\2 C) C) 41 o �rn rn o -, 0 .- (2)2x10 (2)2XIO l� - - - - - - �- - p; 0 �' - - • QiU X o 1:3o ( 0 'a :3 I-3 X � N � QI IQ I N � QI 14 IN (2)2x10 —� (2)2x10� — — — — —a ci O C2)--I� — — — — -�-) 2x6 FRAME WALL - n — -� - = — — ! 2x& FRAME ALL 0 O O x — 3 �t x x _ Ca " @ Q ► v RI -p 2i�'R.R. . � - - -- - - - - - - -- -- _ Si �0 +m W CU 2x6 FRAME WALL 2x6 FRAME WALL 2x6 F AME WALL A �" @ � Q+ ; � co � u- I � vv� \ �� � 'a �p U �I�Y U (K U \ q � +� o N 2x8 R R. Cd (L! (X ( 1 <<F� "I -1 — `X `X `X @ 2x8 R.R. O �' co to � 16" O.G. _ x � x � O � � x� 1 cv N p N N I cv 616.1 � 16" O.G. — 1 1 1 1 i(.L�.{ +i 1'-9- 2 -6 5'-5 S 9- �Q I 2x8 R.R. U Q) t�D 14 o '� 4 2 2 2 - 4 y I ro" O.G. 0 i . J x( / LV 3 BiVRB 2xR . C R I I Q)2eR.B. ) 2 4Q) oo(2) lilkB" LVL RB. i I Q U Q) Q) 1 I r � ) - - — — — — — — — — — — — o co L_ — I O Q, = _ - - - - - - - - - - - - - 0 NI X cv � N � N x — x — ! ° I � 2x8 R.R. I I CO N � 6 16" O_G. N 12x8 R.R_ I I I I C'"J I� Z +' q 16 O.C. A. I -14 I 1 I 210 R.R. -A— ATTIC _ I I 9 16" O.C. 3 Sign t Seal: 2x8 R. 16" O. . RED,aRC 1 8_S '_a ' . 5 � R•2 ll LVL2 . 2 4 1 (2)2x12 RS. (2)2x12 RS. RS. (2)1116" LVL RB. �R1O/�F n:;k +8 X I� I �i It a vl I tl any p on, nless acting un r t gdse I ct,to alter 0 0 v0 (L/ U I I an way. rl em be seal of an .4 X L � arch ere e i cr shall affix to � +� �p y _ {G ! hle Ite red by'followed I� m �� << �� specflc des atlon&� h.alteratlon,and a �0 N @ �' Ca ti+ c� — P ! N e <<�� `� +gym Q X _ _ 2x6 FRAME WALL _ _ �\Q 1+A _ 2x6 FRAME WALL_ __ __ _ 2x8 R.R. I — 2x5 R.R. I 's 16" O.C. (L) ry+\� y�� I!� I �, 16 �G I ( Architect: I - - - - - - - - - - - - - - - - - - - -1 II ry+gy � - w � � ��!2x8 R.R_ I (2)2x10 - - - - - - - - ® - - — (2)2x10 A- - — �I— — — 16 O.C. Q 2x6 FRAME WALL Q � — J,. I I 2 0. Xil2x8 R.R I I g16 -� ���� U ( ItoO.G. �r I 2x8 R. 2x6 FRAME WALL-- _ _ 2x6 FRAME WA s� 16" O. I � � a I I -- -- - I I I I �I I ! o II � I _ giro 2x8 R.R. n oc_ C Iro X � X X \9 I ( Q l2)2x10 Q Q l2)2x10 Q �7\ AD RAG NA DESIGNS, LLG 1 I A2ARCH 1 6C�GMAIL.COM 2x6 FRAME WALL (516)289-2461 i I I I PROVIDE CONTINUOUS PROVIDE COPPER PROVIDEAT ALL PROVIDE CONTINUOUS I VENTING 9 ALL RIDGES ICE E WATER SHIELDS Project Title: d SOFFITS VALLEYS AND ROOF AT ALL EAVES BREAKS 3360 Wunneweta DE51GN ROOF LIVE LOAD: 20 f 5F Cutchogue, NY f;POOT= FFRA ING; f=LA 1 I � BEARING WALL BELOW SCALE : 1/4" _ 11_0II DrawingT le: ���II�� BLOCK SOLID UNDER BEARING WALL 2 (I 1 2 4 0 POST ROOF ® POST ENDS FRAMING PLAN STRUCTURAL LUMBER ■ STEEL BEAM Project#: Scale: ILUMBER 1000-111—ii-26.2 As Noted SPACING Date: 5heet N: November 00. 2024 x of x 5heet: I S - 104 . 00 4/ 1 � t _ , 1 .i 1 �L:a�nod . irti I 7 1 F { ' � k I 1Z �, ;•:�;�-� �' :"�::��,;s,�et" + �"`'���_` III --. 3 f/ liffALLMw t• r r, , °°IFA.� •. ,o .; �,�,�� 1. � ,; F. � 'r '."-.... � 'i .. � �s �'° 13F��..•. r r _ 1 � I_v� Z r v a m. 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