Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
51486-Z
of sou ryolo Town of Southold * P.O. Box 1179 io 53095 Main Rd uNr+. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47083 Date: 05/22/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 1355 Little Peconic Bay Rd Cutchogue, NY 11935 Sec/Block/Lot: H L-11-26.3 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/11/2024 Pursuant to which Building Permit No. 51486 and dated: 12/17/2024 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), front covered porch, attached garage and swimming pool addition with raised patio as applied for. The certificate is issued to: Mariland LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-1217 3/2/2026 ELECTRICAL CERTIFICATE: 51486 10/22/2025 PLUMBERS CERTIFICATION: Luke Bugdin 09/24/2025 r 0 V Au on ed Si ature ho��ovsoayolo 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#: 51486 Date: 12/17/2024 Permission is hereby granted to: Mariland LLC 149 Dosoris Ln Glen Cove, NY 11545 To: construct single-family dwelling with swimming pool addition as applied for per SCHD approval. Premises Located at: 1355 Little Peconic Bay Rd, Cutchogue, NY 11935 SCTM# 111.41-26.3 Pursuant to application dated 10/11/2024 and approved by the Building Inspector. To expire on 12/17/2026. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $4,901.00 SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 CO-RESIDENTIAL $100.00 Total S5,301.00 Building Inspector SO(/j�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 ��01 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Duffy Address: 1355 Little Peconic Bay Rd City: Cutchogue St: NY Zip: 11935 Building Permit* 51486 Section: 111 Block: 11 Lot: 26.3 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 rv— Basement W Service PF Solar Outdoor 1st Floor r Pool Spa (— Renovation r 2nd Floor Hot Tub r Generator Survey r Attic rrv.] Garage Battery Storage (— INVENTORY Service 1 ph IWO Heat Duplec Recpt 95 Ceiling Fixtures 19 Bath Exhaust Fan 7 Service 3 ph I- Hot Water (2)Ga GFCI Recpt 23 Wall Fixtures 12 Smoke Detectors 11 Main Panel 150X2 A/C Condenser 3 Single Recpt Recessed Fixtures 139 CO Detectors Sub Panel 100A A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO 9 Transfer Switch 150A UC Lights 30' Dryer Recpt Gas Emergency Strobe Heat Detectors 2 Disconnect Switches 93 4-LED Exit Fixtures Other Equipment: Fridge, (2)MiniFridge, (2)DW, Oven, Hood, W/D, (2)150A Panels One is Backed by Generator, Pool Panel, Pump 220GFI, Lights 120GFI, Heater, Salt Generator Notes: Two Story w/ Finished Basement & Pool Inspector Signature: X Date: October 22, 2025 Sean Devlin Electrical Inspector sean.deviina-town.south old.ny.us 1355LittlePecon icBayHouse&Poo I O��OF SOUj��l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CA • Southold,NY 11971-0959 �O BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Duffy Address: 1355 Little Peconic Bay Blvd City: Cutchogue St: NY Zip: 11935 Building Permit#: 51486 Section: 111 Block: 11 Lot: 26.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: MIT Electrical Contracting License No: 61014ME SITE DETAILS Office Use Only Indoor I— Basement r Service Solar F Outdoor 1st Floor 1- Pool r Spa (— Renovation F 2nd Floor Hot Tub r Generator r Survey rl%ol Attic r Garage Battery Storage r INVENTORY Service 1 ph P-4 Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph (- Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Other Equipment: 100A Panel 12 Circuits / 3 Used Notes: Temp. Construction Service Inspector Signature: X Date: February 10, 2025 Sean Devlin Electrical Inspector sean.deviin('—Dtown.southold.nv.us 1355LittlePecon icBayTempService i ' Ho town Hail Annex , Telephone(631}755-1802 54375 Main Road:: ,,,� not 179 Southold,N�' C1971 0959` two BUILDING DEPARTMENT TCBollf�l ®+1F �Q�I�THt'�LC? CERTIFICATION Date z Building Permit N"o .:.; a L Owner �� %�2��"''� ;.(Please prYnt� Plumber �..�' (Please pnnt} I,cert>fy`that tl e.solder used,in the wafer sugply.;sysfem conta>ns less;than 2110 of%lead k . ., (Plumbers Signature) .. Sworn to before:me this day Off. ZQ o , Notaxy Pubic, County' DIAN IE,G::VIEIRA;:' PICITAV PUBLIC STATE OP NEW YORI6. fir3gl trat+on I .L01V16442167 Q�alifed+n S. blk CaurttY 1 Commission Expires October 11 OF SOUTyo� - — -— --- — - -- -- -- - — # -TOWN' OF SOUTHOLD BUILDING DEPT. °ycouff", 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: � 2 i tb0*- as D� � I DATE f =a,S� INSPECTOR OF SOUTyO� # TOWN OF SO.UTHOLD BUILDING DEPT. courm��' 631-765-1802 �,. RINSPECTION FO DATION 1 ST/ REBAR . [ ] ROUGH PLBG. ] OUNDATION 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 I 1'D INSPECTOR OF SOUIy�� �r�=J U `�`^�C� �•, # * QWN F SOUTHOLD BUILDING DEPT. �ylelou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �� -, X 6, DATE ® Z INSPECTO OF SO//ly�lo # # TOWN.OF SOUTHOLD BUILDING DEPT. °`��►���� 631-765-1802 INSPECTION ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: • ,U ) DATE - INSPECTOR souryOlo 1 f 3 5 6- # * TOWN OF SOUTHOLD BUILDING.DEPT. couffm 631-765-1802 INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ]" FIRE RESISTANT.PENETRATION ` �ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. o �0 631-765-1802 INSPEC ION [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ r UNDATION 2ND [ ] INSULATION/CAULKING AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: < < off. DATE ANSPECTOR pF 50UTyO� V l a p -- # TOWN OF .SOUTHOLD BUILDING DE PT. c 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: DATE INSPECTOR �F SOUI�o� * ' TOWN OF SOUTHOLD BUILDING DEPT. ^ou 631-765-1802 I NSPECTION [ ] . FOUNDATION 1 ST/ REBAR [ ] ROU PLBG. [ ] FOUNDATION.2ND: [ NSULATION/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: , llq�ullghon S V 5 J1L S G 1U covy - C o m, DATE r INSPECTOR tg SOUIyOIo 6-1 Ll 6 f -3 144-Ae # # TOWN O SOUTHOLD BUILDING DEPT. couto, 631-765-1802 E 1 NSP T14N C [ ] 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: 4-(J Gd �r rd;-9/ 0' G� "S / L DATE INSPECTOR SOUIyO� - - -- # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 6iqgLANSPECTION [ ] FOUNDATION 1 ST/ REBAR [ /ROGH PLBG. FOUNDATION 2NDLATION/CAULKING FRAMING /STRAPPING [ L IVY [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] RENTAL REMARKS: " = ri 6uv 61T' DVk 0 W�� A2 �wv 4vj,-,, DATE Ay410 INSPECTOR ree11 W orks Energy Specialist Inc. 51 Avery Rd, Woodbury NY 11797 516-967-6959 Y To whom it may concern: 11/06/2025 I, AJ Alkham, a certified IECC/HERS Compliance Specialist, Resnet #2946623, and ICC #9517146, was hired as a third-parry verifier to perform a blower door test for a single family Home at the residence 1355 Little Peconic, Cutchougue NY, for IECC .2018 Code compliance (IECC 18 Env. Leakage). On Oct,31,2025 I conducted a Multi-Point Blower D st, and e Blower t9 3 Door numbers are well within the NY IECC 18 E (0.63 ACH50 .The complete, detailed Blower Door Test Report is attached separ el t 's summary, providing all technical data. Please don't hesitate to reach out directly if you have any questions or need further clarification. Regards, /d?-, A1L)\\- AJ GreenWorks :Energy Specialist, Inc. 516-967-6959 A J(�i).FIE.Fi Srating.us Envelope Leakage Test T E- C"j; 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: 1355 Little peconick bay Rd Name: Address: 1355 Little Peconic Bay Rd Address: 1355 Little Peconic Bay Rd Cutchogue, NY 11935 Cutchogue, NY 11935 Geo-Tag Data: Latitude: 41.001496 Longitude: -72.446088 Ti mestamp: 2025-10-31 11:01:13 Measured Leakage: 0.84 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Envelope Infiltration Test final Purpose of Test: NY IECC 18 Env. Leakage Measured CFM50: 1,216.4 (+/- 1.8%) Effective Leakage Area: 63.6 inz Building Volume: 86,558.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient(C): 88.6 (+/- 13.3%) Exponent(n): 0.670 (+/-0.037) Correlation Coefficient: 0.99848 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 66 OF Post Indoor Temp: 66 OF Pre Outdoor Temp: 55 OF Post Outdoor Temp: 55 OF Altitude: 19.0 ft Time Average Period: 30 seconds Test Date and Time: 2025-10-31 11:03:52 2000 _ F O Depressurize E U p o 800. Y 700.. ca 600 _.._ rn 500 _.,.. . ... C - 400 -o _._ m 300 200- 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target(Pa) Bldg(Pa) Adj Bldo�t� Fan (Pa) Flow cfrn Config Baseline -0.2 -60.0 -60.5 -60.2 -58.9 1,386.7 Ring A -54.0 -51.9 -51.6 -50.9 1,291.6 Ring A -48.0 -47.6 -47.4 -43.4 1,194.7 Ring A -42.0 -43.9 -43.6 -39.1 1,135.1 Ring A -36.0 -34.7 -34.4 -28.4 972.2 Ring A -30.0 -31.0 -30.7 -24.6 906.2 Ring A -24.0 -24.3 -24.1 -156.8 742.6 Ring B -18.0 -20.3 -20.0 -131.6 680.8 Ring B Baseline -0.3 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial#: 11725 Calibration Date: 2025-05-07 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.10.0 (238), ©2024 The Energy Conservatory, Inc. Page 2 of 2 � Ye. Insulation Certificate C;QNSTRtJMON Jobsite Address: 1355 Little Peconic Bay Rd, Cutchogue, NY 11935 USA This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency Requirements. ❑✓ Open Cell Closed Cell © DC-315 Fire Retardant Thermal& Ignition Barrier (Gray and black color) ® Fiberglass Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R316 Foam Plastics for specific requirements. The spray polyurethane foam and fiberglass insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance. Area Insulated Material Aged Thickness' R-Value Sloped Roofs Open Cell Spray Foam R-38 At 10" inches Above Grade Exterior Walls Open Cell Spray Foam R-21 At 5-1/2" inches Rim joists Closed Cell Spray Foam R-15 At 2" inches Bellow Grade Exterior Walls Closed Cell Spray Foam R-15 At 2" inches "Nominal thicknesses are representative of field Contractor: Eli Construction Services Date of installation: From 04/29/2025 to INC. 05/05/2025 Phone: (631) 869-5171 Customer: Emis Construction Group Inc. 1490 William Floyd Pkwy#109 Shirley,New York 11967 (631)869-5171 AeE:i..I info@eliconstruction.com CONSTRUMOM Fire Coating CONSTRUCTION. Certificate Jobsite Address: 1355 Little Peconic Bay Rd, Cutchogue, NY 11935 USA This form must be filled out and posted to comply with building code requirements. Meets 2008 ICC 700 National Green Building Standard, ICC-ES Acceptance Criteria for Fire-Protective Coatings Applied to Spray-applied Foam Plastic Insulation Installed without a Code-prescribed Thermal Barrier (AC456), and NFPA 286 DC 315 is a single-component, water based, liquid-applied intumescent coating, which has been applied with wet film thickness of 18 wet mils (12 dry mils) at a rate of 1.12 gaIJ100 ft2 The finished fireproofing has been sprayed by airless spray equipment at ambient temperature, with uniform minimum thickness specified to exposed spray foam areas at attic and basement walls. Consult International Building Code (2021), Section 09 96 43 - Fire Retardant Coatings Contractor: Eli Construction Services Date of installation: From 04/29/2025 to INC. 05/05/2025 Phone: (631) 869-5171 Customer: Emis Construction Group Inc. 1490 William Floyd Pkwy#109 Shirley,New York 11967 (631)869-5171 info@eliconstruction.com CONSTRUCTION Greenwork, Manual S Compliance Report Job: 1355 Little Peconic Bay Date: 1017124 1st B3r. GreenWorks GreenWorks Energy Specialist Inc. PhDm:516-967-6959 Erroi[:AJ@HERSratrig.Lr.Mb:HERSrafing.LB Project'Information For. MalaWdis; �l',' MAY 1 5 2026 �. 1355 Little Peconic Bay,Cutchogue,NY 11935 Coding Equipment Design Conditions Outdoor design DB. 82.2°F Sensible gain: 24649 Btuh Entering coil DB: 75.0°F Outdoor design WB: 72.0°F Latent gain: 4263 Btuh Entering coil WB. 62.5°F Indoor design DB: 75.0°F Total gain: 28912 Btuh Indoor RH: 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer. Rheem Model: RAI 342AA NB+RCFN-HU4824AU+R801TA075521ZXA Actual airflow: 1400 crm Sensible capacity: 29400 Btuh 119%ofload Latent capacity: 12600 Btuh 296%of load Total capacity: 42000 Ruh 145%of load SHR: 70% Hsating Equipment Design Conditions Outdoor design DR 18.5°F Heat loss: 35092 Btuh Entering coil DB: 72.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer. Rheern Model: R951V0855A21M4S Actual airflow: 1400 cftn Output capacity: 77000 Btuh 219%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. wrightsoft- 2024-0ct-07 14.55:50 Rigtt-SdL-@Udversa1202424.0.01 RSU62448 Page 1 ...Ialddis\1355 Little Pecoric Bay-MalalddisxW Calc=MJS Frort Door faces:E GveenWopks. Manual S Compliance Report Job: 1355`""e Pecon*k Bay - Date: Green4 ZRd By. GrnenWorks GreenWorks Energy Specialist Inc. Ptnne:516-967-6959 Erreil:AJ@HERSratirgm Web:HERSralingm. Project • • For. Malalddis 1355 Little Peconic Bay,Cutchogue,W 11935 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 12103 . Btuh Entering coil DB: 77.0°F Outdoor design WB: 72.0°F Latentgain: 1715 Btuh Entering coil WB: 63.2°F Indoordesign DB: 75.0°F Total gain: 13818 Btuh Indoor RH: 50% Estimated airflow: 800 ch Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer. Rheem Model: RA1324AJ1NB+RCFN-HU2421AU+R801TA075317ZSA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 139%of load Latent capacity: 7200 Btuh 4200/o of load Total capacity: 24000 Btuh 174%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DR_ . 18.5°F Heatloss: 24242 Btuh Entering coil DB: 72.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equi pment type: Gas furnace Manufacturer. Rheem Model: R95TC0601317MSA Actual airflow: 800 cfin Output capacity: 54000 Btuh 223%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. A+ wrightsoft- 2024-Oct-0714:55:50 A;. M„<.v�.�..��„ a�,� Rigtt-SUte@ Uriversal 2024 24.0.01 RSU62448 Paget ^""� ...la14dis\1355 Little Pecoric Bay-Malaladis.np Calc=MJ8 Frort Door faces:E L f reenWot Job: 1355 Little Peconic Bay � ��. Manual S Compliance Report Date: 1017124 BSmt By. GreenWorks ® GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.isMb:HERSratirg.is Project • • For. Malakidis 1355 Little Peconic Bay,Cutchogue,W 11935 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 3446 Btuh Entering coil DR 75.0°F Outdoor design WB: 72.0°F Latent gain: 369 Btuh Entering coil WB: 62.5'F Indoor design DB: 75.0°F Total gain: 3815 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer. Rheem Model: RA1418WJ1NA+RF1P1821SPANJAB03417 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 366%of load Latent capacity: 5400 Btuh 1464%of load Total capacity: 18000 Btuh 472%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DR 18.5°F Heat loss: 19531 Btuh Entering coil DR 71.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer. Rheem Model: R95TC0401317MSA Actual airflow: 600 ch7t Output capacity: 41000 Btuh 210%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. wrightsofte' 2024.Oct-0714:55:50 � Right-Siite®Urivemal202424.0.01RSU62448 Page lal idis\1355 Little Pecoric Bay-Malaiddis.np Calc=MJ8 Frort Door bees:E l GveenWorjr., Load Short Form Job: 1355 Litle Peconic Bay Date: 1017124 Entire House By. GreenWorks GreenWorks Energy Specialist Inc. Phore:516-967-6959 Email:M@HERSrafirg.ra Web:HERSratirg.m Project • • For. MalaNdis 1355 Little Peconic Bay,Cutchogue,W 11935 Design Information Htg Clg Infiltration Outside db(OF) 19 82 Method Simplified Inside db(OF) 72 75 Construction quality Average Design TD(OF) 54 7 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a 'Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 dm 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 ROOM NAME Area Htg load Cig load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (Clirn) (Cfm) 1st d 2665 35092 24649 1400 1400 2nd d 2080 24242 10397 800 800 Bsmt d 2665 19531 3446 600 600 Entire House d 7410 78865 38165 2800 2800 Other equip loads 0 0 Equip.@ 0.87 RSM 33280 Latent cooling 6347 TOTALS 7410 1 78865 39627 1 2800 1 2800 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2024-Oct-0714:55:50 a.� ..m,a.���•••• RigIt-SriteOUriversal202424.0.01 RSU62448 Page 1 ACCK Jalddis11355 Little Pecoric Bay-Malalddis.np Calc=MJ8 Frort Door faces: E i s CYe�nW®��� Load Short Form Job: 1355 Lille Peconic Bay Date: 10/7124 7St By. GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.Lr.Mb:HERSratirg.rs Project For. MalaWdis 1355 Little Peconic Bay,Cutchogue,W 11935 - Design In • • Htg Clg Infiftration Outside db(OF) 19 82 Method Simplified Inside db(OF) 72 75 Construction quality Average Design TD(OF) 54 7 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R951 V0855A21 M4S Cond RA1342AJ1 NB AHRI ref 0 Coil RCFN-HU4824AU+R801TA075521ZXA AHRI ref 8051303 Efficiency 95AFUE Efficiency 11.5 EER, 14 SEER Heating input 84000 Btuh Sensible cooling 29400 Btuh Heating output 77000 Btuh Latent cooling 12600 Btuh Temperature rise 50 OF Total cooling 42000 Btuh Actual airflow 1400 cfin Actual airflow 1400 cfm Airflow factor 0.040 drn/Btuh Airflow factor 0.057 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (clrn) (clm) Entry 383 4646 4412 185 251 Mud Room 234 2967 930 118 53 Powder 53 1342 201 54 11 Great Room 543 12637 7877 504 447 Kttichen/Dining 563 3647 7279 145 413 Pantry 102 493 56 20 3 Bedroom 1 336 3035 1553 121 88 BR1 Bath 70 1473 171 59 10 Bedroom 2 310 3562 2020 142 115 BR2 Bath 70 1291 151 51 9 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F- wrightsoft® 2024-oct-0714:55:50 AMJeN/IfnbM1{mliae6xnr/fnnyniry RigttStite@Uriversal202424.0.01 RSU62448 Paget ��+ ...laiddis11355 Little Pecoric Bay-Malalddis.np Calc=MJ8 FrortDoor faces: E 1st d 2665 35092 24649 1400 1400 Other equip loads 0 0 Equip.@ 0.87 RSM 21494 Latentcooling 4263 TOTALS 2665 35092 25757 1400 1400 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W rightsOft. 2024-Oct-0714:55:50 k•Im.k lnrolbi worry nmury RigitSute®Urtversal202424.0.01 RSU62448 Page 3 lalddis\1355 Little Pecoric Bay-Malaiddis.np Calc=MJ8 Frort Doorfaces. E C,OjeenWork.s Load Short.Form Job: 1355 Lille Peconic Bay Date: 10/7124 2nd By. GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.Lr.Web:HERSratirg.Ls Pr• • • For. MalaWdis 1355 Little Peconic Bay,Cutrhogue,NY 11935 Deslign Information Htg CIg Infiltration Outside db(OF) 19 82 Method Simplified Inside db(OF) 72 75 Construction quality Average Design TD(OF) 54 7 Fireplaces 0 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 R95TC060131.7MSA Cond RA1324AJ1N8 AHRI ref 8934601 Coil RCFN-HU2421AU+R801TA075317ZSA AHRI ref 7507806 Efficiency 95AFUE Efficiency 11.5 EER, 14 SEER Heating input 56000 Btuh Sensible cooling 16800 Btuh Heating output 54000 Btuh Latent cooling 7200 Btuh Temperature rise 61 OF Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cFm Airflowfactor 0.033 cfmBtuh Airflowfactor 0.077 c n/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 HtgAVF CIgAVF (ftz) (Btuh) (Btuh) (clm) (cfm) Master Bedroom 422 4793 1967 158 151 Primary WIC 107 1680 210 55 16 Primary Bath 174 3320 1067 110 82 Bedroom 3 296 2007 1429 66 110 BR3 Bath 65 732 575 24 44 Bedroom 4 309 2503 1487 83 114 JW Bath 79 174 36 6 3 Bedroom 5 353 5101 941 168 72 Hall-2nd 276 3933 2687 130 207 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - - wrightseft- 2024-0cf-0714:55:50 RigttSrite@Uriversal202424.0.01 RSU62448 PageACCA 4 ..laiddisl1355 Little Pecoric Bay-Malalddis.np Calc=MJ8 Front Door faces:E 2nd d 2080 24242 10397 800 800 Other equip loads 0 1707 Equip.@ 0.87 RSM 10554 Latent cooling 1715 TOTALS 2080 24242 12269. 800 800 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2024-0ct-0714:55:50 Right-Sute®Uriversa1202424.0.01RSU62448 Pages �� ...lalddis\1355 Liftle Pecoric Bay-Malalddis.np Calc=MJB Frort Doorfaces: E GxeenWor,ks Load Short Form Job: 1355 Lille Peconic Bay Date: Green4 BSRlt By. GreenWorks ' ® GreenWorks Energy Specialist Inc. Phom:516-967-6959 Email:AJ@HERSratirg.rs Web:HERSraffng.ts Pr - Information• For. MalaNdis 1355 Little Peconic Bay,Cutchogue,W 11935 Design Information Htg Clg Infiltration Outside db CF) 19 82 Method Simplified Inside db(OF) 72 75 Construction quality Average Design TD(OF) 54 7 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 24 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1418WJ1 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 cfin Actual airflow 600 cfm Air flow factor 0.031 cfmBtuh Airflow factor 0.174 cfmBtuh Static pressure 0.50 in H2O Staticpressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (dm) Wine 326 3602 611 111 105 M ech 136 0 0 0 0 Bsmt Bath 78 210 93 6 16 Gym 337 3227 990 99 172 Storage 376 3100 168 95 29 Theater 460 3719 1129 114 197 Basement 951 5673 455 174 79 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F- wrightsoft' 2024-Oct-07 14:55:50 N..N o.,.•., „�• Right-Stite@Uriversa1202424.0.01 RSU62448 Page lalddis11355 Liftle Pecoric Bay-Malalddis.np Calc=MJ8 Frort Door faces: E 1 Bsmt d 2665 19531 3446 600 600 Other equip loads 0 0 Equip.@ 0.87 RSM 3005 Latent cooling 369 TOTALS 2665 19531 3373 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - - wrightsoft, 2024-oct-07 1455:60 f/M 4:Lnal aOwvry omryq Right-SUte(DUriversal202424.0.01 RSU62448 Page 7 ACM Jalddis11355 Little Pecoric Bay-Malalddis.np Calc=MJ8 Frort Door faces:E G=�� ' ®epos Buildin Anal Analysis Job: 1355 Little Peconic Bay y Date: 1017/24 Entire House By: Greenworks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Errrail:AJ@HERSratirg.rsweb:HERSratirg.rs Project • • For. Malakidis 1355 Little Peconic Bay,Cutchogue,NY 11935 Design Conditions 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(grAb) 23.7 37.0 Dry bulb(OF) 19 82 Infiltration: Daily range(OF) - 12 ( L ) Method Simplified Wet bulb(OF) - 72 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 • Component Btuh/t2 Btuh %ofload Walls 4.3 29266 37.1 ucts Glazing 16.1 14865 18.8 Doors 20.9 876 1.1 Ceilings 1.9 5272 6.7 Walls Infiltration Floors 1.1 � .2960 3.8 Infiltration 3.8 21353 27.1 Duds 4272 5.4 Piping 0 0 Humidification 0 0 Floors Ventilation 0 0 Ceilings Adjustments 0 Glazing Other Total 78865 100.0 • • • Component Btuh/ft2 Btuh %of load Walls 0.6 4027 10.6 Walls Glazing 23.1 21408 56.1 ntemal Gains Doors 8.8 370 1.0 Ceilings 0.5 1344 3.5 .. Floors 0.0 12 0.0 ucts Infiltration 0.3 1476 3.9 Infiltration Duds 1218 3.2 Ventilation 0 0 ceilings Internal gains 8310 21.8 other Blower 0 0 Glazing Adjustments 0 Total 38166 100.0 Latent Cooling Load=6347 Btuh Overall U-value=0.148 Btuh/ftz-°F, Window/FloorArea=12.5% Data entries checked. Ad- wrighb%aft- 2024-Oct-0714:55:50 C� Riglt-Srate(DUr�iverml202424.0.01 RSU62448 Page lalddisM355 Little Pecoric Bay-Malalddis.rrp Calc=MJ8 Front Door bces:E creenwopks BuildingAnalysis Job: 1355 Little Peconic Bay Date: 10/7124 1st , .By. GmenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.rsWeb:HERSralig.w. ProjectInformation For. Malalddis 1355 Little Peconic Bay,Cutchogue,W 11935 Design Conditions 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(grAb) 23.7 37.0 Dry bulb(OF) 19 82 Infiltration: Daily range(OF) - 12. ( L ) Method Simplified..', Wet bulb(°F) - 72 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Component Btuh/ff Btuh %of load Walls 3.5 9012 25.7 ucts Glazing 16.1 10941 31.2 Walls Doors 20.9 438 1.2 Ceilings 1.9 1244 3.5 nfiltration Floors 0 0 0 Infiltration 3.8 12444 35.5 Ducts 1013 2.9 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Glazing Ceilings Total 35092 100.0 Other 0,61ing Component Btuhit2 Btuh %ofload Walls 0.7 1920 7.8 Walls Glazing 23.1 15746 63.9 nternal Gains Doors 8.8 185 0.8 Ceilings 0.5 317 1.3 Floors 0 0 0 nfiltration Infiltration 0.3 860 3.5 ,- ether Duds 211 0.9 Ventilation 0 0 Internal gains '5410 21.9 Blower 0 0 Adjustments 0 Glazing Total 24649 100.0 Latent Cooling Load=4263 Btuh Overall U-value=0.163 Btuh/ft2--°F, Window/FloorArea=25.6% WARNING:window to floor area ratio=25.6%-more than 25%. - - wrightsoft- 2024-Oct-0714:55:50 v+ "^ w°^^ ^• Rigit-SLiLc@Uriversal202424.0.01 RSU62448 Page A'CK ..Jalddis\1355 Little Pecoric Bay-Malalddis.np Cale=MJ8 Frort Door faces:E o�eenWo�ks BuildingAnalysis Job: 1355 Little Peconic Bay Y Date: 1017/24 g 2nd By. GreenWorks -%akw— GreenWorks Energy Specialist Inc. Phore:516-967-6959 Erreil:AJ@HERSratirg.rs Web:HERSratlrgas RrQject Information For. Malakidis 1355 Little Peconic Bay,Cutchogue,.NY 11935 Design Conditions 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(grab) 23.7 37.0 Dry bulb(OF) 19 82 Infiltration: Daily range(OF) - 12 ( L ) Method Simplified Wet bulb(OF) - 72 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Component Bl uh/ftz Btuh %of load Walls 3.5 6055 25.0 acts Glazing 16.1 3732 15.4 Wall Doors 0 0 0 Ceilings 1.9 4028 16.6 Floors 1.9 109 0.4 Infiltration &8 7456 30.8 Ducts 2864 11.8 nfiltration Piping 0 0 Humidification 0 0 Glazing Ventilation 0 0 Adjustments 0 Ceilings Other Total 24242 1 100.0 Cooling Component Btuh/ft2 Btuh %of load Walls 0.7 1290 10.7 Walls Glazing 24.7 5739 47.4 Blower Doors 0 0 0 Ceilings 0.5 1027 8.5 Internal Gains Floors 0.2 12 0.1 Infiltration 0.3 515 4.3 Ducts Ducts 913 7.5 Ventilation 0 0 internal gains 900 7.4 Infiltration Blower 1707 14.1 Glazing Other Adjustments 0 Ceilings Total 12103 100.0 Latent Cooling Load=1715 Btuh Overall U-value=0.250 Btuh/ft2°F, Window/FloorArea=11.2% Data entries checked. -Fk wrightsoft- 2024.Oct 0714:55:50 ��1 - ^�^^ �+ RigitStite®Uriversal202424.0.01 RSU62"8 -Page lalddis\1355 Little Pecoric Bay-Malalddis.np Calc=MJ8 Frort Door races: E Job: 1355 Little Peconic Bay Y C,Yeerr6iv°pks BuildingAnalysis y Date: 1017/24 Bsmt By. GreenWorks GreenWorks Energy Specialistinc. Phone:516-967-6959 Email:AJ@HERSratirg.m.Web:HERSratirg.w. • ,ect Information For. Malalddis 1355 Little Peconic Bay,Cutchogue,NY 11935 Qesign, Conditions 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: Heating Cooling Moisture difference(grAb) 23.7 37.0 Dry bulb(OF), 19 82 Infiltration: Daily range F) - 12 ( L ) Method Simplified Wet bulb( 72 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 -Heating Component Btuh/ft2 Btuh %of load Walls 5.9 14199 72.7 ucts , Glazing 16.1 193 1.0 nfiltration Doors 20.9 438 2.2 Floors Ceilings 0 0 0 Floors 1.1 2851 14.6 Infiltration 3.8 1453 7.4 ours Duds 396 2.0 other Piping 0 0 Humidification 0 0 Ventilation 0 0 walls Adjustments 0 Total 19531 100.0 Component Btuh/ft2 Btuh %of load Walls 0.3 817 23.7 Glazing 19.9 239 6.9 Walls Doors 8.8 185 5.4 Ceilings 0 0 0 Floors 0 0 0 Infiltration 0.3 100 2.9 Ducts 104 3.0 Glazin Mentilation 0 0 Internal Gains Internal gains 2000 58.0 Doors Blower 0 0 Infiltration il Adjustments 0 Ducts Total 1 1 3"6 1 100.0 Latent Cooling Load=369 Btuh Overall U-value=0.054 Btuh/t2°F, Window/FloorArea=0.5% WARNING:window to floor area ratio=0.5%-less than 5%. - wrightsoft- 2024-00d-0714:55:50 �^ RighRStjte@Uriversal202424.0.01 RSU62448 Page Iaiddis11355 Little Pecoric Bay-Malalddis.np Calc=MJ8 FrorttDoorfaces: E a C.,reenftrgrs Project SUn1n11 Job: 1355 Little Peconic Bay /13L1 Summary Date: 1017124 •Entire House By. GreenWorks GreenWorks Energy Specialist Inc. Phom:516-967-6959 Email:AJ@HERSratirg.rsweb:HERSratirg.m Prqect Information For. Malalddis 1355 Little Peconic Bay,Cutchogue,NY 11935 Notes: Design Information 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 % Mentilation Method ASHRAE62.2-2010 Moisture difference 37 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 74593 Btuh Structure • 36947 Btuh Ducts(R-8.0) 4272 Btuh Duds(R-8.0) 1218 Btuh Central vent(0 cfm) 0 Btuh central vent(O'cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 78865 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 33280 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average . Fireplaces 0 Structure 6094 Btuh Ducts 253 Btuh Central vent(0 cfm) 0 Btuh Heatingg Coolingg Area(ftz) 7410 7410 Equipment latent load , 6347 Btuh \folume(ft3) 58855 58855, Air chapggeslhour 0.37 '0.19 Equipment Total Load(Sen+Lat) 39627 Btuh Equiv.AVF(cfm) 363 186 Req.total capacity at 0.70 SHR 4.0 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 'F. Total cooling 0 Btuh Actual airflow 0 c" Actual airflow 0 cfi•n Airflowfador' 0 cfm/Btuh Airflow.factor 0 cfTMuh Static pressure 0 in H2O Statiepressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrightsoft� 2024-Oct-0714:55:50 Rigtt-SL t @Uriversal202424.0.01 RSU62448 Page 1 14CC-1" ...lalodis\1355 Little Pecoric Bay-Malaiddis.np Calc=MJ8 Frort Door faces:E b ` Gffieen4/UorAs Pro ECt SUn1n11 Job: 1355 Little Peconic Bay 7 Date: 10R/24 ® 7$t By. GreenWorks GreenWorks Energy Specialist Inc. Phore:516-967-6959 Email:AJ@HERSratir9.us Web:HERSratr\q.rs Project • • For. Malalddis 1355 Little Peconic Bay,Cutchogue,NY 11935 Notes: Design, Info mation 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 34079 Btuh Structure 24438 Btuh Ducts(R-8.0) 1013 ,Btuh Ducts R-8.0) 211 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0. Btuh Piping 0 Btuh Equipment load 35092 ,Btuh Use manufacturer's data n Rate/swih mu 0.87 Infiltration Equipmen sensible load 21494 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4135 Btuh Duds 128 Btuh Central vent(0 cfm) 0 Btuh Heatingg Coolin Area(ft2) 2665 299 Equipment latent load 4263 Btuh Volume(fts) 34471 34471 Airchanges hour 0.37 0.19 Equipment Total Load(Sen+Lat) 26757 Btuh Equiv AVF(cfm) 212 109 Req.total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R951 V0855A21 M4S Cond RA1342AJl NB AHRI ref 0 Coil RCFN-HU4824AU+R801TA075521ZXA AHRI ref 8051303 Efficiency 95AFUE Efficiency. 11.5 EER,14 SEER Heating input 84000 Btuh Sensible cooling 29400 Btuh Heating output 77000 Btuh Latentcooling. 12600 Btuh Temperature rise 50 OF Total cooling 42000 Btuh Actual airflow 1400 rkn Actual airflow 1400 cim Airflow factor 0.040 dm/Btuh Airflowfactor 0.057 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O. Space thermostat Load sensible heat ratio 0.85 Calculations approved byACCA to meet all,requirements of Manual J 8th Ed. verrightsoft 2024.0ct-0714:55:50 ^�� > ^«M°_•r Rigtt-SriL-@Uriversal202424.0.D1 RSU62448 Paget lalddis\1355 Little Pecoric Bay-Malalddis.np Calc=MJB Frort Door faces:E ,jeenWorl,s Project Summary Job: 1355 Little Peconic Bay 1 Date: 10/7124 2nd By GreenvVorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.rs Web:HERSrafing.rs Project • • For. Malakidis 1355 Little Peconic Bay,Cutchogue,NY 11935 Notes: DesignInformation 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 21379 Btuh Structure 9483 Btuh Ducts R-8.0) 2864 Btuh Duds(R-8.0) 913 Btuh. Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 24242 Btuh Use manufacturer's data n Rate/swin multipplier 0.87 Infiltration Equipmen�sensible load 10554 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1639 Btuh DuctCentral vent(0 cfm) 70 BBtuh Heating Cooling Area(ft2) 2080 2080 Equipment latent load 1715 Btuh Volume(ft$) 19762 19762 Air changes/hour 0.38 0.20 Equipment Total Load(Sen+Lat) 12269 Btuh Equiv.AVF(dm) 127 65 Req.total capacity at 0.70 SHR .1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0601317MSA Cond RA1324AJlNB AHRI ref 8934601 ' Coil RCFN-HU2421AU+R801TA075317ZSA AHRI ref 7507806 Efficiency 95AFUE Efficiency 11.5 EER,14 SEER Heating Input 56000 Btuh Sensible cooling 16800 Btuh Heating output 54000 Btuh Latent cooling 7200 Btuh Temperature rise 61 OF Total cooling 24000 Btuh Actual airflow 800 dm Actual airflow 800 dm Airflow factor 0.033 dm/Btuh Airflowfactor 0.077 dm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -� wrigF9tsoft 2024-Oct-0714:55:50 w* RigfSLite@Uriversal202424.0.01 RSU62448 Page i�• lal idis\1355 Little Pecoric Bay-Malalddis.np Calc=MJ8 Frort Door faces: E GreenWork, Project SUI111178 Job: 1355 Little Peconic Bay •y Dab-,: 10P7/24 B$mt By. GreenWorks -1 uZi- GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratirg.tsweb:HERSralirg.rs Projectormation For Malalddis 1355 Little Peconic Bay,Cutchogue,NY 11935 Notes: Design Information 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 °F 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 19135 Btuh Structure 3342 Btuh Ducts(R-8.0) 396 Btuh Ducts(R-8.0) 104 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19531 Btuh Use manufacturers data n Rate/swingg multipplier 0.87 Infiltration Equipmentsensible load 3005 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 319 Btuh DuctCentral vent(0 cfm) 40 BBttuh Heatingg cool*" gg Area(ftz) 2665 2665 Equipment latent load 369 Btuh Volume(W) 4621 4621 Airchanges/hour 0.32 0.16 Equipment Total Load(Sen+Lat) 3373 Btuh Equiv AVF(cfm) - 25 13 Req.total capacity at 0.70 SHR 0.4 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1418WJlNA AHRI ref 8934600 Coil RF1P1821SPANJABO3417 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 Airflow factor 0.031 dm/Btuh Airflowfactor 0.174 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.90 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wr1ghtsoft- 2024-Oct-0714:55:50 a Mw MW^w RigttSute®Uriversal202424.0.01 RSU62448 Page 'CC3'` _lalddis\1355 Little Pecoric Bay-Malalddis.np Calc=MJ8 Frort Door faces:E N Lower Level Gym Stc ge Basement Bsnit Bat Theater Job M 1355 Little Peconic Bay GreenWorks Energy Specialist Inc. Scale: 1 : 133 Performed by GreenWorks for: Page 1 Malakidis RightSuite®Universal 2024 1355 Little Peconic Bay 24.0.01 RSU62448 Cutchogue,W 11935 Phone:516-967-6959 2024-Oct-0714:66:38 HERSrating.us AJ@HERSrating.us ..ttle Peconic Bay-Malakidis.rup N Level 1 B Bath Bedroom t Kitichen/ ng Great Room Entry FYI] Bedroom 2 Mud Room Powder. BM Bath Job#: 1355 Little Peconic Bay GreenWorks Energy Specialist Inc. Scale: 1 : 133 Performed by GreenWorks for: Page 2 Malakidis Right-Suite®Universal 2024 1355 Little Peconic Bay 24.0.01 RSU62448 Cutchogue,W 11935 Phone:516-967-6959 2024-Oct-0714:56:39 HERSrating.us AJ@HERSrating.us the Peconic Bay-Malakidis.tup N Level 2 Brit Bat Bedroom 4 Master Bedroom Bedroom 3 O1B JJ Bath FbII-2nd ry Bath Prbmry WIC Bedroom 5 Job#: 1355 tittle Peconic Bay GreenWorks Energy Specialist Inc. Scale: 1 : 133 Performed by GreenWorks for: Page 3 Malakidis RightSuite®Universal 2024 1355 Little Peconic Bay 1 24.0.01 RSU62448. Cutchogue,W 11935 Phone:516-967-6959 2024-Oct-0714:56:39 HERSrating.us AJ@HERSrating.us ..ttle Peconic Bay-Malakidis.rup enWor Job: 1355 Little Peconic Bay AX G�e �s Duct System Summary Date: 10R/24 1st By. GreenWorks GreenWorks Energy Specialist Inc. Phorie:516-967-6959 Email:AJ@HERSratirg.rs Web:HERSratirg.is Pr• • • For. Malakidis 1355 Little Peconic Bay,Cutchogue,NY 11935 Heating Cooling EXtemal static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.401/0.099 in H2O 0.401/0.099 in H2O Lowest friction rate 0.134 in/100ft 0.134 in/100ft Actual airflow 1400 cttrn 1400 cfm Total effective length(TEL) 373 ft SupplyDetail Table Design Htg ag Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat Ln(ft) Ln(ft) Trunk BR1 Bath h 1473 59 10 0.264 5.0 Ox0 MFx 12.0 140.0 SO BR2 Bath h 1291 51 9 0.237 5.0 Ox 0 VI FX 29.3 140.0 st4 Bedroom 1 h 3035 121 88 0.253 6.0 Ox 0 VIFx 28.5 130.0 st3 Bedroom2 h 3562 142 115 0.314 6.0 Ox0 MFx 22.8 105.0 st4 Ertry c 2206 93 125 0.203 7.0 Ox0 VIFx 32.8 165.0 st2 Erty-A c 2206 93 125 0.157 7.0 Ox0 MFx 61.5 195.0 st2 Great Room h 4212 168 149 0.134 8.0 Ox 0 VI Fx 69.8 230.0 st2A Great ROOm-A h 4212 168 149 0.137 8.0 Ox 0 VI FX 88.0 205.0 st2B Great Room-B h 4212 168 149 0.151 8.0 OX 0 VI FX 71.3 195.0 st2A KitichenUrft c 2426 48 138 0.149 7.0 Ox 0 M FX 38.8 230.0 st2 KiticheriDirirg-A c 2426 48 138 0.148 7.0 OX 0 VI FX 51.8 220.0 st2 KitichenUr9rg-B c 2426 48 138 0.159 7.0 Ox0 VIFx 53.0 200.0 st2 MrdRoom h 2967 118 53 0.143 7.0 Ox0 VIFX 76.5 205.0 st2A Parery h 493 20 3 0.203 4.0 Ox 0 VI Fx 33.0 165.0 612 Powder h 1342 54 11 0.138 5.0 Ox0 VIFX 86.3 205.0 st2B SUPPIY Trunk Qetail,'Ta�ble Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2B PeakAVF 222 161 0.137 635 8.0 0 x 0 ShtMetl st2A st2 PeakAVF 1027 1179 0.134 844 16.0 0 x 0 ShtMetl st2A PeakAVF 676 512 0.134 861 12.0 0 x 0 ShtMetl st2 st3 PeakAVF 180 98 0.253 673 7.0 0 x 0 ShtMetl st4 PeakAVF 194 123 0.237 724 7.0 0 x 0 ShtMetl 2024-Oct-0714.55:51 W t'igh tSOft"�'�-- M.•�,.,,,.,.,W,..,U.,., RigkStiteOUriversa1202424.0.01 RSU62448 Page 1 �+C*- ...lalddis\1355 Little PecoricBay'-Malalddis.np Calc=MJ8 Frort Door faces:E Return Branch Detail Table Grille Htg Gg TEL Design Meloc Diam H x W Stud/Joist Duct Name Size(in) (CM (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Mat Trunk rb2 0x 0 1400 1400 73.6 0.134 642 20.0 Ox 0 VI Fx wrightsoft- 2024-Oct-0714:55:51 1 M•�•��•w - �.,�, RigltSLite@Uriversal202424.0.01 RSU62448 Page ACCA ...lalddis\1355UtflePecoric Bay-Malalddis.np CaIc=MJ8 FrortDoorfaces:E rGenVt/®� Job; 1355 Lille Peconic Bay �S Duct System Summary Job; IOM24 /® Znd By. GreenWorks GreenWorks Energy Specialist Inc. Phore:516-967-6959 Email:AJ@HERSratrg.Lr.Mb:HERSratirg.is Project • • For. Malakidis 1355 Little Peconic Bay,Cutchogue,NY 11935 Heating Cooling, Extemal 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 0.138/0.052 in H2O 0.138/0.052 in H2O Lowest friction rate 0.068 in/100ft 0.068 in/100ft Actual air flow 800 dm 800 cfm Total effective length(TEL) 280 ft SupplyBranch Detail Table Design Htg CA Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dim) (dm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk BR3 Bath c 575 24 44 0.090 5.0 Ox 0 Vl Fx 22.8 130.0 S6 Bedroom 3 c 1429 66 110 0.081 8.0 Ox 0 VIFx 19.8 150.0 SO Bedroom4 c 1487 83 114 0.078 8.0 Ox0 VIFx 17.5 160.0 st5 Bedrooms h 2550 84 36 0.080 7.0 Ox0 MFx 43.0 130.0 st5 Bedrooms-A h 2550 84 36 0.068 6.0 Ox0 VIFx 63.0 140.0 st5A Hall-2nd c 1343 65 103 0.085 7.0 Ox0 VIFx 21.3 140.0 SO Hall-2nd-A c 1343 65 103 0.080 7.0 Ox 0 VI Fx 21.8 150.0 st5 JRJ Bath h 174 6 3 0.085 4.0 Ox 0 Vl Fx 23.0 140.0 st5 Master Bedroom h 2396 79 76 0.073 6.0 Ox 0 VI Fx 38.0 150.0 st6B Master Bedroom-A h 2396 79 76 0.071 7.0 Ox 0 VIFx 34.5 160.0 s16A Primary Bath h 3320 110 82 0.074 8.0 Ox 0 VIFx 45.3 140.0 st6A PdmarywlC h 1680 55 16 0.072 6.0 Ox0 VIFx 40.8 150.0 st6A SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (CM FIR (fpm) (in) (in) Material Trunk st6B PeakAVF 79 76 0.073 403 6.0 0 x 0 ShtMetl st6A st6A PeakAVF 323 250 0.071 593 10.0 0 x 0 ShtMetl st6 st6 PeakAVF 478 507 0.071 646 12.0 0 x 0 ShtMetl st5 PeakAVF 322 293 0.068 590 10.0 0 x 0 ShtMetl st5A PeakAVF 84 36 0.068 429 6.0 0 x 0 ShtMetl sty -Fk wrightsoft' 2024-0ct-0714:55:51 •„ N,.«, .N.•, RigttSUte@Uriversal202424.0.01 RSU62448 Page ACCA lalddis\1355 Little Pecoric Bay-Malalddis.rnp Catc=MJB FrortDoorfaoes:E Return Branch Detail Table Grille Htg CA TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 ox0 800 800 76.9 0.068 573 16.0 Ox 0 MFx a� wrightsoft, 2024-0ct-0714:55:51 —11— 1.—.,.,- RigttSL&@Udversa1202424.0D1 RSU62448 Page ACCK ...lalddis\1355 Little Pecoric Bay-Malalddis.np Calc=W8 Frort Door faces: E .veenWor,ks .Duct System SummaryJob: 1355 Little Peconic Bay y. Date: 1017124 Bsmt By. GreenWorks,. GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSratrg.raWeb:HERSratirg.rs Project • • For. Malakidis 1355 Little Peconic Bay,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 0.145/0.045 in H2O 0.145/0.045 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual airflow 600 cfm 600 cfm Total effective length(TEL) 314 ft Su pply Branch Detail Table Design Htg CA Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basemert h 2836 87 40 0.065 7.0 Ox0 MFx 64.0 160.0 st1A Basemert-A h 2836 87 40 0.082 7.0 Ox0 VIFx 46.0 130.0 st1 Bsmt Bath c 93 6 16 0.088 4.0 OX 0 VI Fx 24.5 140.0 st1 Gym c 495 50 86 0.085 7.0 Ox 0 M Fx 20.8 150.0 st1 Gym-A c 495 50 86 0.077 7.0 Ox 0 M Fx 22.8 165.0 st1 Storage h 3100 95 29 0.065 7.0 Ox 0 M Fx 84.3 140.0 st1A Theater c 564 57 98 0.066 8.0 Ox0 VIFx 69.5 150.0 st1A Theater-A c 564 57 98 0.061 7.0 Ox 0 M Fx 89.8 150.0 st1 B Wire h 3602 111 106 0.078 8.0 Ox0 VIFx 26.3 160.0 st1 SupplyD- Table Trunk Htg ag Design Veloc Diam HxW Duct Name Type (I M) (crm) FIR (fpm) (in) (in) Material Trunk st1 PeakAVF 600 600 0.061 651 13.0 0 x 0 ShtMetl st1B PeakAVF 57 98 0.061 368 7.0 0 x 0 ShtMetl st1A st1A PeakAVF 297 265 0.061 544 10.0 0 x 0 ShtMetl st1 -� wrightsoft- 2024-0ct-0714:55:51 C� .M..� .-• -mN. Rigtt-SriteOUriversal202424.0.01 RSU62448 Pages lalddls11355 Little Peooric Bay-Malaiddis.np Calc=MJ8 Frort Door faces:E Return BranQh Detail Grille Htg Gg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk W Ox 0 600 600 74.0 0.061 489 15.0 0x 0 VI Fx . -�- wrightsoft- 2024-Oct-0714:55:51 as.• ,..n„e„ •,a„„•, Rigk-Sate®Uriversal 2024 24.0.01 RSUB2448 Page 6 ACCK ...lalddis11355 Lit le Pecoric Bay-Malalddis.np Calc=MJ8 Frort Door faces: E ,ffiOen9 or,k,s Static Pressure and Friction Rate Job: 1355 Little Peconic Bay Date: 1OM24 7St By. GreenWorks GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:AJ@HERSrating.LsVVeb:HERSraft.ts Project, • • For. Malalddis 1355 Little Peconic Bay,Cutchogue,W 11935 Available Heating Cooling ' (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0 0 Return grilles 0 0 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.50 0.50 Total • supply Return (ft) (ft) Measured length of run-out 16 14 Measured length of trunk 54 0 Equivalent length of fittings 230 60 Total length 300 74 Total effective length 373 Friction Heating Cooling (in/100ft) (in/100ft) Supply Duds 0.134 OK 0.134 OK Return Duds 0.134 OK 0.134 OK Fitting Equivalent Length :Detalls Supply 4AD=60,2A2=55, 12J1=10,2A4=70,1A=35:TotalEL=230 Return 6M=20,5D=40:TotalEL=6O wrightsoft- 2024-0ct-0714:55:51 c'A .M•.M ,• , a, Right-Sute@ Uriversal 2024 24.0.01 RSU62448 Pagel i lalddis\1355LittlePecoric Bay-Malaladis.np Calc=MJ8 FrortDoorfaces: E G'j0enWorks Static Pressure and Friction Rate Job: 1355 Little Peconic Bay Date: 1017/24 2nd By. GreenWorks v" h;*r GreenWorks Energy Specialist Inc. Phone:516-967-6959 Email:M@HERSraft.us Web:HERSratirg.is Project • • For: Malakidis 1355 Little Peconic Bay,Cutchogue,W 11935 Available Heating Cooling (in H20) (in H20) 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 Total • Supply Return (ft) (ft) Measured length of run-out 21 17 Measured length of trunk 42 0 Equivalent length offittings 140 60 Total length 203 77 Total effective length 280 Friction Heating Cooling (i n/100ft) (i n/100ft) Supply Ducts 0.068 OK 0.068 OK Return Ducts 0.068 OK 0.068 OK Fitting Equivalont'l-ength Details Supply 4AD=60,2A0=35,12J1=10, 1A=35:TotalEL=140 Return 6M=20,5D=40:TotalEL=6O 410- wrightsoft- 2024-0ct-0714:55:51 �,a•, ..,F.,. „.,�,,,,•.,, RightSUte®Uriversal202424.0.01 RSU62448 i� Page 2 ACC ...lalddis11355 LiWe Pecoric Bay-Malalddis.np Calc=MJ8 Frort Door faces: E Grec"nWO k, Static Pressure and Friction Rate Job: 1355 Little Peconic Bay Date: Green4 BSl11t By. GreenWorks ® GreenWorks Energy Specialist Inc. Phorre:516-967-6959 Email:AJ@HERSratirg.mWeb:HERSrattrg.rs Project • • For. Malakidis 1355 Little Peconic Bay,Cutchogue,NY 11935 Available 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 Total • supply Retum (ft) (ft) Measured length of run-out 16 14 Measured length of trunk 74 0 Equivalent length of fittings 150 60 Total length 240 74 Total effective length 314 Friction Heating Cooling (i n1100tt) (i n/100ft) Supply Ducts 0.061 OK 0.061 OK Return Ducts 0.061 OK 0.061 OK Fitting Equivalent Length 'Detalls Supply 4AD=60,2A0=35, 12J1=10,12J1=10, 1A=35:TotalEL=150 i Return 6M=20,5D 40:TotaIEL=60 Aj-r wrightsOft, 2024.Oct-0714:55:51 AM„�•� ,.w .m.,, RigltSLite@Uriversal202424.0.01 RSUG2448 Page laiddis11355 Little Peooric Bay-Malaiddis.np Calc=MJ8 Frort Door faces:E GreenWorks Energy Specialists Inc. r 516-967-6959 Info@HERSRating.USr 1355 Little Peconic Bay To pass current energy code(NY-ECCC 2020), the house was modeled to the following specifications: Insulation Foundation Walls: R-14 2" continuous high density spray foam Framed Floors: R-30 low density spray foam Above Grade Walls: R-21 low density spray foam Sealed Attic: R-38 low density spray foam applied to underside of roof deck Windows: U 5 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: z 9S%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. Generated by REScheck Web Software Compliance Certificate Project 1355 Little Peconic Bay - Malakidis Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 7,307 ft2 Glazing Area 21% 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: 1355 Little Peconic Bay GreenWorks Energy Specialist Inc. Cutchogue, NY 11935 Info@HERSrating.us Compliance: 7.2%Better Than Code Maximum UA: 828 Your UA: 768 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prof).Gross Area cavity Cont. . . Perimeter Zed Floor Ceiling: Cathedral Ceiling 3,097 38.0 0.0 0.027 0.026 84 81 1st Floor Ceiling:Cathedral Ceiling 100 38.0 0.0 0.027 0.026 3 3 Exterior Walls:Wood Frame, 16" D.C. 5,238 21.0 0.0 0.057 0.060 236 248 Mud Door: Solid Door(under 50%glazing) 20 0.250 0.320 5 6 Windows:Wood Frame 1,085 0.300 0.320 326 347 SHGC: 0.31 Cantilever:All-Wood joistFrruss 60 30.0 0.0 0.033 0.047 2 3 Basement Wall: Solid Concrete or Masonry Wall height:9.0' 2,295 0.0 14.0 0.047 0.059 107 134 Depth below grade: 8.0' Insulation depth: 9.0' Bsmt Ext Door: Solid Door(under 50%glazing) 20 0.250 0.320 5 6 Project Title: 1355 Little Peconic Bay- Malakidis Report date: 10/07/24 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 id57 Q 10/08/2024 Name-Title tignalturel Date Project Title: 1355 Little Peconic Bay- Malakidis Report date: 10/07/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-bleb 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 Uerif+ed iF+eld Verified # Complies Comments/AssumptionPl u Pre Inspectioro/Plan Eteyiew 103.1 'Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ' ❑Does Not [PR111 energy code compliance for the ;building envelope.Thermal j s� y N ?[]Not Observable ;envelope represented on b a � z , h� ❑Not Applicable `construction documents. 103.1, ;Construction drawings and x ❑Complies ;Requirement will be met. 103.2, (documentation demonstrate ❑Does Not 403.7 energy code compliance for ti x [PR311 ;lighting and mechanical systems .❑Not Observable ; 7 ;Systems serving multiple *' ;, f�; []Not Applicable ;dwelling units must demonstrate i y ;compliance with the IECC Commercial Provisions. 302 1 ;Heating and cooling equipment is Heating: Heating. '❑Complies Requirement will be met. 403 7 sized per ACCA Manual S based Btu/hr Btu/hr j❑Does Not [PR2] on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr ❑Not Applicable ~approved by the code official. i Additional Comments/Assumptions: 11 High Impact(Tier 1) ]medium Impact(Tier 2) 3'Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 10/07/24 Data filename: Page 3-of 10 Sect+an Ptans Verified IFreld 1Jer�f�ed Com bes� t Cammaents As utat ttac�s# � .'� Faundatian Inspect�ara ' f \falue � Value u � r � � p a f 402.1.1 ;Conditioned basement wall R- R- i❑Complies ;See the Envelope Assemblies [FO4)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 wall rt D` kl ❑Complies ;.Requirement will be met. [FO5)1 insulation installed per S ❑Does Not manufacturer's instructions. r ❑Not Observable ❑Not Applicable 402.2.9 'Conditioned basement wall ft ft ❑Complies isee the Envelope Assemblies [FO6)1 !insulation depth of burial or ❑Does Not 'table for values. distance from top of wall. ❑Not Observable ' ;❑Not Applicable 303 2 1 A protective covering is installed -ram- r ate ;❑Complies Requirement will be met. [FO117z 4 to protect exposed exterior s x' „" y , 5 k ;e❑Does Not ; insulation and extends a r minimum of 6 in. below grade. a 4 t 4 ❑Not Observable , _ k ❑Not Applicable 403 9 snow-and ice-melting system ❑Complies ;Requirement will be met. (FO121z controls installed. t ' ,} %❑Does Not, ❑Not Observable I ❑Not t Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3, Low Impact(Tier 3)! Project Title: 1355 Little Peconic Bay- Malakidis Report date: 10/07/24 Data filename: Page 4 of10 ' #a , iPrammg�I Rough Its InSpect�gn t Pla�ss!/er�fiec� �: F,ieEch V�rifie�t � 4 � '`� � ;°`�' & Req ifD Cvinpl�es2 Camrrsents/Assumptions 402.1.1, ',Door U-factor. U- ; U- ❑Complies. :See the Envelope Assemblies 402.3.4 - - ❑Does Not ;table for values. [FRl]1 ' ;❑Not Observable l �❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, 'average). i '❑Does Not table for.values. 402.3.3, 402.5 ,❑Not Observable. [FR2]1 1❑Not Applicable. 303.1.3 ;U-factors of fenestration products t s ❑Complies 'Requirement will be met. [FR4]1 are determined in accordance I ❑Does Not :with the NFRC test procedure or = r, r 0a ❑Not Observable ,taken from the default table. ' r4 "f " ❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ( ❑Does Not �< `instructions. ^ ❑Not Observable ; Y ❑Not Applicable 402.4 3 Fenestration that is not site built f r r y +❑Complies. Requirement will be met. [FR20]1 ;*is listed and labeled as meeting � �s 5� ` ' `'° ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC r ❑Not Observable i400 that do not exceed code r " ti ❑Not Applicable limits. 402 4 5 'IC-rated recessed lighting fixtures >: v ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ' 1❑Does Not and labeled to indicate s2.0 cfm 4 ?pNot Observable s leakage at 75 Pa. r�= "t 9 t . ❑Not Applicable i 403.3 1 ,Supply and return ducts in attics ❑Comp lesl ;Requirement will be met. [FR12]1 'Insulated >= R-8 where duct is 4 4 ❑Does Not j r >=3 inches in diameter and>= 4 T , s' z ' ° T i k� i❑NOt Observable R-6 where< 3 inches. Supply and t return ducts in other portions of f A 4 f ❑Not Applicable ;the building insulated >= R-6 for { diameter>= 3 inches and R-4.2F a lfor< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter E rx ❑Complies Requirement will be met. [FR13]1 !boxes are sealed with ( ❑Does Not 'joints/seams compliant with q 3 ' 't ❑Not Observable ;International Mechanical Code or International Residential Code, as I,* ?❑Not Applicable 'applicable. 403 3 S Building cavities are not used as " zti} ❑Complies Requirement will be met. [FR1513 ducts or plenums. �Y F F ❑Does Not f s ❑Not Observable 1 ❑Not Applicable 1 High_Impact(Tier 1) 2` Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 10/07/24 Data filename: Page 5 of10 Secf�on = Plans rlerfietl � `Field�l?'er�f�ect � � E # IFram�ng/Rough In inspection `, �� CompUes� r Comments/Assumpt�®ns 403 3 7 ;Ducts declared to be within the ❑Complies :Requirement will be met. (FR28]3 conditioned space are either 1) F t, ❑Does Not completely within the continuous 0 ❑Not Observable I air barrier and within the building k ;thermal envelope,2) buried s` 3 3❑Not Applicable t within ceiling Insulation in accordance with SeCtlOnrnA et st ; R403.3.6 and the air handier is located completely within the continuous air barrier and within4 s ;the building thermal envelope and the duct leakage is<= 1.5 cfm/100 square feet of conditioned floor area served by h j the duct system, or 3)the ceiling , insulation R-value installed ( << 47 against and above the insulated duct>=to the proposed ceiling N insulation R-value, less the R- i value of the insulation on the , 403 4 HVAC piping conveying fluids R- R- ❑Complies ;Requirement will be met. [FR17]z 'above 105°F or chilled fluids ❑Does Not below 55°F are insulated to >_R- j 3 ;❑Not Observable i ❑Not Applicable 04 3.4.1 !Protection of insulation on HVAC Y r' ❑Complies ;Requirement will be met. [FR24]1 piping. G - x "❑Does Not i k r k 4❑Not Observable r ..;❑Not Applicable 403.5 3 Hot water pipes are insulated to R- R ;❑Complies ;Requirement will be met. (FR113J2 i>R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403 6 = A tomatic or gravity dampers are e El omplies 'Requirement will be met. [FR19]z ,installed on all outdoor air x ❑Does Not t intakes and exhausts. ❑Not Observable =K ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3`` Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 10/07/24 Data filename: Page 6 of10 a�CtDQi1 s` l ` '' P Plans Uerifead ��eid yerif�ed a ;'' � 4 � /` i 'Q # Irosulataon�inspeckion ;; � Compioes7 Comments/Asstrmpt�orts ` & Iteq ID Value Ualue 303 1` All installed insulation is labeled ❑Complies :Requirement will be met. [IN13j2` t 'or the installed R-valuesr� ❑Does Not provided. G l '�� � x , � �❑Not Observable , f� � r � _ � � ��❑Not Applicable 402.1.1, Floor insulation R-value. R-,. R- ❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 1 303.2, Floor insulation installed per ; _ k a❑Complies ;Requirement will be met. 402.2.8 'manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the i underside of the subfloor, or floor , ❑Not Observable =framing cavity insulation is in ❑Not Applicable contact with the top side of 'sheathing, or continuous insulation is installed on the r underside of floor framing and extends from the bottom to the itop of all perimeter floor framing u members. 402.1.1, ;Wall insulation R-value. If this is a:, R- R- ;❑Complies a the Envelope Assemblies 402.2.5, 'mass wall with at least 1/2 of the '❑ Wood ❑ Wood ❑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 1 ( 1 t 303.2 :Wall insulation is installed per ❑Complies 'Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not .;❑Not Observable ' ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 s Medium Impact(Tier 2) 3's'Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 10/07/24 Data filename: Page 7 of10 Se+cteon a; F - Plans Uerii#red, 'Fretd,U'erifled '' t �' � �,�•' _;Final 6nspectton Provisions � - Complres� Comments/�lssumpteons 6c Re ID Value Value �. 11 2 402.1.1, 'Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood '❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable 303.1.1.1, ',Ceiling insulation installed per ❑Complies :Requirement will be met. 303.2 manufacturer's instructions. 4 ❑Does Not [FI2]1 jBlown insulation marked every 300 ft2. ❑Not Observable K i ❑Not Applicable 40Z 3 'Vented attics with air permeable ss� ���� 3 � ' �y at ❑Complies :Requirement will be met. [FI22]2 insulation include baffle adjacent ," ❑Does Not to soffit and eave vents that i❑Not Observable �sextends over insulation. ❑Not Applicable 402.2 4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI311 ,insulation >_R-value of the ;❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 lach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. i '❑Not Observable ❑Not Applicable 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 ;DComplies Requirement will be met. [FI27]1 ;determine air leakage with ft2 ft217]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 I w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 1 cfm/100 cfm/100 ❑Complies Requirement will be met. [FI4]1 =cfm/100 ft2 across the system or ft2 ft2 T-IDoes Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to i❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated { s ❑Complies i Requirement will be met. [FI24]1 by manufacturer at<=2%of ', ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403 3 1 Programmable thermostats L ' r ❑Complies ;Requirement will be met. [FI972 installed for control of primary e `� a El Does Not kheating and cooling systems and R initially set by manufacturer to P F a❑Not Observable t code specifications. t ;.F ❑Not Applicable A03 12 Heat pump thermostat installedA '❑Complies Requirement will be met. [FI10]2 on heat pumps. , F, j x ❑Does Not ry ❑Not Observable ° "EINot Applicable 403 5 1 Circulating service hot water ❑Complies ;Requirement will be met. [F111j2 systems have automatic or ❑Does Not _ accessible manual controls. i ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) , 2_ Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 10/07/24 Data filename: Page 8 of10 G�1`1011 r r S x + ' pr�1s Uerlfled �le!t��ePl>f1eC� a 1Fina1 lr�spect�ooVis�ores TCo pt�es7 Cam► ent nPr s/Assam iiib6g Sc`,�te`q ID RAM r , 403 6:1 All mechanical ventilation system El Complies Requirement will be met. [FI25]? Mans not part of tested and listed r, r' ❑Does Not HVAC equipment meet efficacy ' ❑Not Observable k and air flow limits per Table ' r� R403.6.1. 4 ❑Not Applicable 403 2',}t'` Hot water boilers supplying heat ❑Complies ;Requirement will be met. [ 126]? ,,through one-ortwo-pipe heating ❑Does Not a systems have outdoor setback ❑Not Observable control to lower boiler water ,F } 'temperature based on outdoor f Y f �< z , �,� � � 3� u.El Not Applicable , Stem perature. 403 5,:1 1 Heated water circulation systems ❑Complies ;Requirement will be met. [FI281. have a circulation pump.The - ❑Does Not system return pipe is a dedicated 3+ ^' return pipe or a cold water supply ,,❑Not Observable pipe. Gravity and thermos- rr ❑Not Applicable ;syphon circulation systems are not present.Controls for " circulating hot water system pumps start the pump with signal ;for hot water demand within the occupancy.Controls automatically turn off the pump ;when water is in circulation loop ` at set-point temperature and no demand for hot water exists. ;� Y x . 403 5.12 �Electric heat trace systems t w *t 7 ❑Complies ;Requirement will be met. [F129j? slcomply with IEEE 515.1 or UL � ' f ���` ❑Does Not 515. Controls automatically � adjust the energy input to the �,t 3❑Not Observable heat tracing to maintain the ` ❑Not Applicable ` desired water temperature in the Y + 'piping. i 403 5'2 3 Demand recirculation water 's ='❑Complies 'Requirement will be met. [>~f30]? systems have controls that Y , ❑ � � z , � Does Not , manage operation of the pump ( u f sr 5 $and limit the temperature of the n } ' ❑Not Observable water entering the cold water t' ❑Not Applicable ,;piping to <= 1049F. 403 5'57 4 "!Drain water heat recovery units -, ,� '' f" �°ry ❑Complies ;Requirement will be met. [FI31]? ' y'.tested in accordance with CSA `3❑ F ] Does Not B55.1. Potable water-side t pressure loss of drain water heat r , �� ❑Not Observable recovery units < 3 psi for w , r� ❑Not Applicable individual units connected to one or two showers. Potable water- a t 4 side pressure loss of drain waterh z h u heat recovery units< 2 psi for Nf r 4 t�cz individual units connected to =three or more showers. 404.1 90%or more of permanent = ❑Complies ;Requirement will be met. [FI6)1 3fixtures have high efficacy lamps3 � �� 4 „- ❑Does Not ' ❑Not Observable r []Not Applicable 404 1'1 Fuel as lighting systems have 1 --�- Z- g g g y t a❑Complies ;Requirement will be met. [FI23]3 ?no continuous pilot light. _ _ � �d�� ❑ Does Not ❑Not Observable I of❑Not Applicable 401 3; Compliance certificate posted. k"k, ❑Complies ;Requirement will be met. ❑Does Not S s gxx; ❑Not Observable []Not Applicable 1 High Impact(Tier 1) , 2 r Medium Impact(Tier 2) 3_ Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 10/07/24 Data filename: Page 9 of10 eCtlon f?tans Verifeed ' Meldfer�fiecl f ' #, Final Mspect�on Prouisions # Complees? +iomment5/Assumptions , W ilalue Vafue 303 3 Manufacturer manuals for as ❑Complies Requirement will be met. [FI18] 3 , �mechanical and water heating t ' �� s�, � ' , � ,,��P�+ ,�' 's�"" �❑Does Not systems have been provided. ❑Not Observable �,. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 .J Low Impact(Tier 3), Project Title: 1355 Little Peconic Bay- Malakidis Report date: 10/07/24 Data filename: Page 10 of10 Energy Efficiency 1 i Above-Grade Wall 21.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): r® . .,. Window 0.30 0.31 Door 0.25 Heating System• Cooling System- Water Heater• Name• Date: Comments �r�ert1011®rs a -_ ._.__._.. ►�� ,,,A% GreenWorks Energy Specialists Inc. :: ,�► 516-967-6959 Info@HERSRating.US 1355 Little Peconic Bay To pass current energy code(NY-ECCC 2020), the house was modeled to the following specifications: Insulation Foundation Walls: R-14 2"continuous high density spray foam Framed Floors: R-30 low density spray foam Above Grade Walls: R-21 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. a r 2018 IECC Energy Efficiency Certificate . . Above-Grade Wall 21.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): GIagg D. . Window 0.30 0.31 Door 0.25 Cooting;Fcjuipme Heating System: Cooling System: Water Heater: Name: Date, Comments FIELD INSPECTION REPORT DATE COMMENTS I-1�-2� �ov�✓l k � G� OIL Corn. uc _ ---- FOUNDATION (1ST) ------------------------------------ dc') FOUNDATION (2ND) z •aS.2S av h lam hi /u,s_ s� ,c I s •v/ k- ° ROUGH FRAMING& C PLUMBING Ce 1 • 02.E n5�/a�1dr�- a Cav//��. �LoyiC.�c. C���'i� -� �N J� s Avd k/ow-e-2 cook- si xes INSULATION PER N.Y. /�Q 22D� �101z �V - STATE ENERGY CODE foo u- ew FINALBIR del uws• bo ma's 4- ADDITIONAL COMWr<TS � • 2� • 2 S �un a v c.a,-�i D r r c�d_ ✓en � - - gy p �� ' Z -r - 2 PGtc` p°.� � VeG o rn '{ • I� • 2S Poo( (.e t,c- I Sam 4 I6 g-2Z C? - E\e.0 X 'o Jy Fate S�f r aG TOWN OF SOUTHOLD—BUILDING DEPARTMENT szr Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y • Telephone(631)765-1802 Fax(631)765-9502 htt s://www.southoldton . ov p Y$ Date Received APPLICATION FOR BUILDING PERMIT v u---, Fr-� For Office Use Only is PERMIT NO. S Building Inspector: -` `, OCT 1 1 9024 t f Applications and forms must be filled out in their`entirety Incomplete r n applications will not be accepted Where the Applicant is not the owner,an ` x, Owner's Authorization form(Page 21 shall be completed Date: P OWNERS) F P' PERTY x < Name lAwZ zef SCTM#1000 Project Address � Phone# Email Mailing Address: CONTACT PERSON N� { Name r Mailing Address. �Z Phone# — Email DESIGN PROFESSIONAL'`INFORMATION $ f. Name Mailing Address: Phone#: Email: s _ _ CONTRACTOR,INFORIVIATION:r m Name: Mailing Address: Phone# Email: ,3. DE$CRIPT.ION OF<PROPOSED CONSTRUCTION 4 New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ /, f Sd iw Will the lot be re-graded? EKes El No Will excess fill be removed from premises? ❑Yes o 1 �� z PROPERTY INFORMATION Existing use of property: Intended use of property . ._ A Zone or use district in which premises is s'tuated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. Check,Box After Reading Tf a owner/contractor/design professional is responsibla for all drainage and storm water issues as`provided by Chapter 236 of the Town Code. APPLICATION d5 HEREBY MADE to the t3uilding"Department forthe issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town`of,Southold;,Suffolk County,,New York and,other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions;alterations or for removal or demolition as herein described:The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on pramises and in building(s)for necessary inspections:False statements made herein'are 'punishable as a Gass A,misdemeanor pursuant to Section 230 .S of the Na'w York State Penal Law. Application Submitted By(pri ame): Vf vo ; ?10 '"�a L"IAuthorized Agent ❑Owner Signature of Applicant G--- Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 Qualified in Suffolk County V COUNTY OF 1 Commission Expires April 14,2 b�o /lM 141i y 101 A411��,� � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Olte 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 tt.h--ii�s �6ay of V , 20 `�`T/ /� •�J �Yl Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, �/ /*> residing at ZA� �:5a2ne2 ZW e, do hereby authorize «�1�r�'D� �/� U to apply on my behalf to the Town of Southold Building Department for approval as described herein. lb � L, 124 Owner's ' ature Date afkL �c�Clic�is Print O er's Name 2 �E8 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 tih ��� Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(cD-southoldtownny.gov seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: . !- Company Name: Electrician's Name: License No.: kAE _6I0 j4 Elec. email: o 7T Elec. Phone No:(Cl ❑I request an email copy of Certificate of o pl nce Elec. Address.: iwis Ag rugj 1l JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: ,. Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): r Square Footage: Circle All That Apply: q 2 Is job ready for inspection?: S[D NO 0Rough In ""� -� Fin I Do you need a Temp Certificate?: YES ❑NO Issued On 2- �S Temp Information: (All information required) ..,---' Service Size�1 Ph❑3 Ph Size: _A # Meters�_ Old Meter# EJ'New Service[—]Fire ReconnecC Flood Reconnect ElService ReconnectQUnderground[6verhead # Underground Laterals 1 2 M H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Ire C �f �� PERMIT# U Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel. Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. - Carbon Micro GrbDis Water BondLights Heat Pucks ERV HOT TUB SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments �o�oS�Ft:oc,��o Gy1 BUILDING DEPARTMENT-Electrical Inspector y i TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 �01 �a0 Telephone(631)765-1802 Temporary Certificate # B Date 2025 Customer Name Electrician Name Addresszj&ePhone 9/ /(► . 27 1 2 e-mail j e-mail #uJe1ec ;e-a, Phone Q 7 L SS, --� F fLicense# ME - & /d/ Size Soo A Phase 1 Overhead Underground #of Meters / Remarks #of Underground Lateralsl 1 2 New "H" Frame or Polel 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 a ui 1 This verification is valid for 90 days from the date 4ave. Authorized by V ,;JS11FF01K�� .'•t�,�;,�;;.��� BUILDING DEPARTMENT- Electrical Inspector taf�4� O� TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o ® ,:' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh(c�southoldtownny.g c(�ov - sea southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: --�- C,-T License No.: ,AE -61O i4 Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Qopl nce Elec. Address.: S JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: 0 Phone No.: Bldg.Permit#: (511436 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage-7-1-5 Circle All That Apply: _* ' 921 Is job ready for inspection?: WYESONO ES ❑ NO ❑Rough In T❑ Final Do you need a Temp Certificate?: Issued On ekt" Temp Information: -`' (All information required) Service Size�/1 Ph❑3 Ph Size: ZclA # Meters_� Old Meter# New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[Overhead # Underground Laterals D 1 2 D H Frame Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION Qc� 06() tool 3a ,.14tAh> u � grCH -� V BUILDING DEPARTMENT- Eiectrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 o ® � Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(c�southoldtownny.gov — seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: . Company Name: Qex-nc • > Electrician's Name: License No.: i,AE 61q 14 Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of o pl nce Elec. Address.: A JOB SITE INFORMATION (All Information Required) Name: ;1 Address: A Cross Street: Phone No.: & p ` Bldg.Permit#: �, email: i Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: ,g 2 Is job ready for inspection?- ❑ ES ❑ NO ❑Rough In ❑ Fin I Do you need a Temp Certificate?: YES ❑ NO Issued OnhAzo( 2 �S Temp Information: (All information required) Service Size�Ph❑3 Ph Size: _A # Meters�_ Old Meter# ENew Service[—]FireReconnect❑Flood Reconnect❑Service Reconnect❑Underground[ vJ r ad # Underground Laterals 1 R2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI's 3 Surface Sconces H H's UC Lts Fridge HW POOL Panel ' Fans Mini Fr. W/D Pump Exhaust Oven Sump HeaterfT—� Trnsfmr Smokes DW Generator Salt Gen.42-& r� Water d�' Carbon Micro GrbDis Light Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower ,� Have Service Amps. Used� Z Sub Amps Have Used Comments PERIMtT# l Cra Address,. i3j �.jrrte. F Gcn"rc. P1k� Switches ei-3 C_"�ctk 0'f It--1255 J Outlets q5 GFI's �.3 V E Surface t OCT 2 2 2025 Sconces t Bur=.:;inc Department H H's ;3� UC Lts a FridgeC� HW POOL f Fans Panel Mini FrC2) W/D C� l Pump ' Exhaust -7 Oven Sump Heater Trnsfmr Smokes it DW ��--� Generator .-i— Salt Gen. Carbon Micro GrbDis Water Bond j Lights Heat Pucks ERV HOT TUB/SPA 1 Inst Hot DeHum Transfer A-- Disc Combo Cooktop Minisplit Blower AC0 AH d-) Hood CI) Blower Service Amps Have-so/f Used Sub Amps Hav sed Comments ( gairnp �d� l � 1r-y'1 ^��r"� ��,• J \N' ] AI[a� h cn rcAt I i � aZ< w i-d, I C[-)A l l t l• M+.�r -4 �• J nrSnP� fir Iq C1'CC1 �i: 1511 lire' c'�T `1 �17Y�M� 3f2' C., •�-' l�l-� la l yy i I V Scott A. Russell ��,°SUS ST01kMWA\TlEIRL SUPERVISOR Iwl[ANAI �G IEMIENT SOLMHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 C"`. Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT UVERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT Q NLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) ,• t - - — - - - - —r , APPLICANT:: (Property Owner, Agent, Contractor, Other) r1, NAME: Giusepoe Adragna Date:'' 12/12/2024 f � '(Siyiulutel i Ilt 9,i:i =i Contact Information: a2arch162amai1.com tG-Mail8Telephone Numher7 j If (516)289-2461 rN Property Address / Location of Construction Site; I Y 1000 S.C.T. r.l 1355 Little Peconic Bay Road . (, t District , :F Cutchogue NY 11935 ; r - 111 11 t_126.3 F� Section Block Lot t _: ffC t fa ... .... ............: ij itt TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ' , tj - Area of Disturbance is less than I Acre: No S.P.D.E S `Permit is Regia,imd l ; - Project does Not Discharge to Waters of the State. No.S.P.D.E.S,Permit is Required 1.. ;F : {. 2► ® - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly i? to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit : DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. if f; - Area of Disturbance is Greater-than I Acre&Storm-water Runoff Flows Through Southold 1= = i, Town's MS4 Systems to Waters of the State of New York. THE.APPLICANT MUST_OBTAIN i a S.RD.E:S:Permit through the Southold Town Engineering Department ) ; if Prior i'to_Issuance_of_a Building Permit._ 11 i w l_l � � 7 b {f; Reviewed By: . Date: r r FnR M 0 CM('P-Tnq ortnhPt•gn i Q N21011 ' 30 ' ' E 18 - _PE PIPE / , V'a`C'4NT �IMPi�OVED LOT - PUBLIC UJ,4TEfis mPE I �� 1.O'lU IMPROVED LOT PUBLIC (LATER -J LOT 4� 7, 0 M N. \ I I I I I ,' Q PIPE MON7 . I� . . �� . . ter . . � . . i�� . . ® . I. ®� . . . pt�e� . . . . . . ®s . . ram . . � . . �� . . � . . .�s . . �� . . �� . . . . ® . . . . ® . a . . ® � . . . ® . . � In . . � . . I\ I I I 20"OAK \ \18"OAK MOH. - I / � II II I / // 18"OAK \\\ - 18" I\\ 20"OAK rn \ \ P I I I I I I / —_—__——b \ SILT FENCE LIMIT OF DISTURBANCE / It ,ri —34 > 1-------- ------------------------- r - ----------------- • ;-- — <4PPROX. GLEARINCz OF I ro,000 SQFT. — ———————————— \ 32 --- ----- /_ _ �- —a.\ C8 S.F.) ON GRADE ,yam _ \ _ �� rJ \ \ I I I 222.4' / DEEP - ®i / i % B\' ' ":� �:_;: i' -:3' --©-Q —Ja---'----- s c' • \.. 1 \ I 21.4' 21.4' POOL \ I —_---_ i DR1'WELL` \ EQU P I r��\\\ ��\\3 \ 1 1 I I — -----------� �• IQ ! U o a a� -- ,am' I8.0' 3ro.0' 78.4 6 ---- \\ �;., _ -- -18x3(o VINYL IU BURIED� _ \ i ',"..� , ,, _ `I •�' \ 1 _ ROPAN ts4S�--- -- FOOL 1 PR OSED — RAISED 32IE o o 7 ° \ I I I 2-STOO�`T' DUJ LL IN - ::\ I-j � - 0 F 1648 sQ. T.) - ------- ------� : - Q) � d J I a 19�5 S.F.} . ; Iz �,\ — I I I I / F.F.EL. � 3 .Ora `�\ E LARD 0 23. OI _ i� 1 I I F _� N Q rn I I I• I i \ U) oF. o Q t 10-0 X 16' DEEP 2IA' 33.,' ;/- ____— l LA\ (++ Z U�1 LEACH INCH POOL / `'' _ ---_ �' I \ U a `� o t 3 c3 co - ---- - zz oAK --- ------ 1 _ FRONT PORCH _ j .. \ f^ 1 (202 SQFT.) I \ N I , aQ) 1 1 —T --J I /^ �� 20"OAK \� v o o to\t �� i♦ v n '; �4 I \�% t U \ �I `--- - \ (t0 SE REMOVED) / \ \ o I o � o t\tco CD CD d \ II W \—�� �. , \ I I 1 ,, C i' w N I - FU/A tANOK ' ) 18"OAK \ I o e I -Cl _ a PAT 10 (TO BE REMOv:D/ I I. \ �, \ A � _� Nwt I ON GRADE � z � � � � o _ , __y __ W S — I' �f I I \ \ U it PIT-2 / \ \ EL _ i 10 0X10 CRAV -- `� , �' ♦ / �' \\ \ --- - 26 - ----____J �' �\ \\ I' DRIVEWAY... G,4RAC� , 'DRYWELL o SQFT.) C594 SQFT �ry 3 /e _ I8 AK I `i \ ® � \ \ '.,, � / \ \ i �. / ,/PSG . .._-- ----• \ � \ I \\ ♦.. ..�\\ ; \ . \ \ :` - �.,_ \ , 26 PIPE I J I U +, ti\\ / _ DEEP / \\ // _ - - DIRYLUELL l -- _._. ._ - _ - / / G -/. _...... _..__.. _._. 1_ t ♦ \ \ �\ p 1 I 25 ®20 ~~`. 20"OAK ` ♦ \ . \ N. \ -_ U i '� I i a ® . A85 - 0,U 1 I / EDGE OF PAVEMENT Y •., �\ ��. - ...,., \ \� � . ® 10'OAK i � \� I I I / 5 CID Q) W �Nm -� .........._.__..... ..,...._..._,._,..... Sign b Seal: PROPOSED \ � NEW UTILITY ,,, POLE ., , WATER METER It 1s a violation of the law for any person unless acting under the direction of the licensed architect,to alter OV>Ep L an Item m an way. I an Item bganng the seal of an Y Y� architect Is altered,the alterm architect shay affix to �\ his item the seal and the notation"altered EV'followed by h15 signature and the date of such alteration,and a specific description of the alteration. Architect: llr MAX MMrA2 X- A��� I T �7 U R A L 5 17 P L ,41� - _-- - -- --- �- / F r. I I _ I I I SCALE 1 - 15 -0 MA50t>MRY PAVER UN1T5 f, wepwI WE ME5h W"r MINNvA,M OOAR / \ • ':' '' •' 4"LLNG REfE AAD C6WAG:TED:j*RADE CONCRETE POC6E MASONRY PAVING DETAIL WA TO 6ULE ZONING INFORMATION ZONE: R-40 AD RAC ILIA DESCRIPTION MAX/MIN PERMITTED IPROPOSED DESIGNS, LLC LOT AREA 40,000 sciSt. 5-I,500.B soft. LOT WIDTH 150.0ft. MIN. +- 10' ° • STEEL WALL UJ/ A-FRAME SUPPORTS A2ARCH16@GMAIL.COM (516) 289-2461 GRAVEL 5ACKFILL LOT DEPTH 1�5.0ft. MIN. ± 310' VINYL LINER FRONT YARD 50.0' S0.0' .. VINYL LINER BASE Prae�tTtle:1355 Little FRONT YARD 50-0' 222.4' UNDISTURBED EARTH REAR YARD 50.0' 132.8' P e c o n i c B a y Cutchogue, NY SIDE YARD 15.0' 17 4' FLOOR AREA MAX. 5,993.04 SQFT. 5,926.13 SQFT. Draw g itle m T BUILDINCx HT, 21/2 STORIES -- 35ft 33'-11/2" SITE PLAN �T } LOT COVERAGE 20% 11,572.16 SCISt. 5,195 SQFT. 8.98 io SI 1 L PLtilV SWIMMING POOL MAX. GROSS FLOOR AREA LOT 2:. 5,100 SQFT. PLUS E`% OF LOT AREA IN EXCESS OF 40,000 5-f,860.8 SF. - 40,000 = 17,8r00.8 SF. FC C L 5 E f �� 17,8ro0.8 SF. x 5% = Sg3.04 S.F. Fro ect#: scale: 5,100 + 893.04 = 5,993.04 SQFT. - - - 1000-111-11-26.3 As Noted LOT COVERAGE/ BUILDING AREA: SCALE: N•T•S• Date: Sheet#: RESIDENCE 2786 February 20, 2026 x of x FRONT PORCH 202 GARAGE 594 heet: RAISED PATIO 965 POOL 648 SP — I OU � U 5,195 SOFT. laaal Tlo %D 19.7 SUFFOIK CO:1NT'OEPARTM£M OF NFALTH 6£RNO£s DL I LI+T I Q P I RN..N.,ys. 3 'Eu20 �sNm 8e I i lI �11bN p PAT£ V I I �I pp "• rnwN bu I I?dl Q.� O DUFFY NASSAU DINT a I �.\+ YAP OF OUffY AT NASSAU AIM �� II III vy ./II.l55AU P01NT n or SOUTHO�D .,u a nxW \ SP I ad'• NASSAU POINT, SOUTHOLD, NY KEY MAP 1'-600' ."y n rx.rsarw \IIIIII �?, No Arm w.,...d w w•."ww».�.A N w"m,.v a u. m 6v,"w 6 /r„BDG WATER m.r..n uN."powNm.m m.P.uN rNaRn a"r..a rAw.wnm I]�M•I) / M �J Ox.q s"nny aron Jm LOT O N/398 a' 6ieMM'ul I \T I I I I I��o N m D.am,.x.ts Di"[b q' 4'pb 0ry0 wamm 1 \I I P I C` �F •� �rO=O 71.m.06 SO.R. l`�I I NOp 7i. J�. 0 w•ypP r. 1.eO RES NOrE:INNO'JADVE/AL7ERWITIVE ON SIrE WASrEIYATER t�-Tl rO DKEII.IN(S HOODED \ \ I+ I I Oe� c r TREATMENT SYSTEMS(NORWECO/FIUI) cm ARE REQUIRED. 2P�p•h W/PUBSDC WATER I I r �,•,,,� TYPICAL PLOT PLAN a yam^ m�[R�wml '° \ �1 I P _ (NOT TO SCALE) rllpPmrr uK[ +r°vv �4•. h / II wx. ur T 111�. l IIIIXIIIIIIIIIIIII"n'_m oaa�aa �I�I�I�I JS, I I �4 I I I I I I I I woK I I I I I I I ICI I �" IIIIII IIII I IIIII I D.m � swo6[fAWI.Y R¢ ` III III I III'I{,�L a. .IIIIIIII I I 1' I -294.04 R�76.00' °j O I I I I L�B4O0 I I I I I I I I I I �'- � PwE I I I I I I I I I I I I I I I I I I,lq•I6r _ _.._._ Ir CA III G; I I I I I ,Y I IV II I`/ ` IIIIIIII 4't1� III IIIII II ' u 0 r � t LOT 402 Im V[fiOQ Lwo xQ v I IIIIIIIIIII I I I Oh /DWELUNGS YN. Ya vOaE aowaAzi rmq a W,YE must\ /e' I I I I 1 I I I I I I.n�/i % III50,WATER T r+r6r,aUH uoe u.Mwr.e.ala wPPM.)aN/w 6Oa IDIPAM6ON q Iero zD'ONI III• �.%/ / w�au°A"�s.In'.sm';wrllw.(mb�av: ti w Pao UrA rRD.�rn /I�I�I� / •.m m or w am. //,« ,.t,� � ,fr eW J8 A.R[Re�1�'Y /.w• I III y°• 9 / (�rfR���n�l�w pFrxl�`. �Aet'�q�il :r� •�.{` 22—I j ///` Nti O`0/ __�• AG£. /Y�LMLEL WP6.P.E N15PE UCI oTo ir. c. :FwE�Ar 6O w Lommes;: LOT o"DaDDr°en '•, / 'bvM "'% _- ._ - 0,._ . 600uxiroD-- fi p /II II 4� AP€A:/r?�L[?BY ar.NuO IIW: ; eI I IdI I I •��: RWhNING BOARD I I MLxEer cERrlrr mAr nus uw WAs Y. rFfAurrD '� 6uNm I 1 I Ie® I I I I V/ rROY M:iUAL SURVEYS COMPLETED AUGUST I. t011, y .• ' ;•^•UTNtOLD AND THAT ALL CONCRETE YONUYENIs SHOWN THUS:.E _.-_ XEAEON NTUNLY EKIST ANO TXEW POSITgNS ARE / I.oY (I III O: __._._. CORRECTLY SHOWN AND mYENS10NLL AND BATE 6t HII D ..� GEOOf C DETNLs ARE C q ECT. DWELLINGS / I qW/ `T� 41,}r W/PUBUC A. CUP. 'a I50' , 57,060E SO.R. I II y0r h/ KENNETH WOYLHUK IS UC/OS �a O" ♦Y / / I MAP OF DUFFY AT NASSAU POINT FILED Y0H / FINAL PLAT FOR STANDARD SUBDIVISION o I ANC i° / / /IIIIIII / NOy 15 1oL1 S.C.LM.#DIST., 7000 SECTION: 111 BLOCK: 11 LOT:26.1 / / � % '"'�•" / ,�r�I�I iY ! D so 100 150 REVISED 04-11-21 „G� REVISED 10-05-19 ` _ ZONED R-40 OWNERS:J6ME9..q�YGq mf /('IIIIIIII ^0, / P, MIN YA1rm D.uw MARY ELLEN DUFFY THE WATER SUPPLY,NEU.S DRy11lTS/.5 AND CE SIDE YARD:Is'YIN(m.Tom) LOCAROVS 9r014N ARE FROM RE7D OBSERVADOYS YON I I I I \+ RF.tR rARO:50'ION. P.O. BOX 1237 AND OR DATA G9TAAN£D FROM OMERS I ITT TI U I I I I I I i' CUTCHOCUE NY 11935 I I I I I I gl I,.Isx�co�'u+n I I Ievw NAVD88 pui� I AREA: 131,369.9 SOFT. or 3.02 ACRES ntvAnar wruY: I I I I I I I UNAUMOWTED NIIXA ROV M ADanw ro IN5 yMM'Y IS A NCU nOY OF SECDLW Tf09 a IM NEW YORK SI/E EDUG RW lAW. CLfl£S N'IMs SURVEY YAP NO/PFAROr:iH£LINO SURIw W El®OSffO,Y SNAIL NOr BE COy,9p[TD E DE A VALID IMK M✓Y. tllA4ANRES MpfJ1EO Wo M yflp RUN R=170.00' ow.r ro THE POr1T[V FOR ANDIr R¢y/R4£Y Is PRLPARm AxD av as DyulF ro nrf nnE OYVPANY,eDlvwYw u AODecr AND LLNwc RrsnNnpY �.. ..� �.. usrEO Wy¢aYe w0 TD rxE Assro¢Es a n¢Inmwe ursnTDllav,LVARANTEfS ARC xor mANymAelE. ,'/=i..� 1 1N[OOTEIS OQ p'Y£NWNS S4OKN MFRfdJ FRDII n/E PR(ifRrY UN£S Rl ME S-ucwR S ARE FOR A 59E0'RC PURPOSE ANO(/SF AIfR(TppE MfY ARE`\ "�.. [n6TA0`gR ` Vr rpj' 1`� NOr INIENOFO IOYOY/YfNr lllf PRLpERiY IRrfS O4 ro dROf ME ERECTION OF fEND:S AOdRCNAL SIRUCNRES M AND 01 INPRDI£Y M EASSMENTS V AND/M SUOW/MACE s1AIM/URES RECOROFD OR UNREmDEO ARE Nor GUAR TEED UNIESS PNry r EYDDVr CN W PREAOyS Ar W TINE DF 1VRw:y OwE1LNGs vn' 40 wmEr ac:LOTS 1 &2 (OVERALL) W/PUB�WATER a 'TA , CERTIFIED TO: ",•" ��. MAP ar:DUFFY AT NASSAU POINT •/9• MARY ELLEN DUFFY; s, Im IarA Lor 1 LOT[ LIDYDRIED SITUATED Ar NASSAU POINT °' A wooDm OB,SfJ.B I.P. 6.n YId1aJ L.D.e; A.0 J S.I.36,69 Tartu-SOU7FOLD =-{ )� 1 b Jr CIEARwc eOJ00.0 F]>.Wi 10.A00.0 SF.JI.It 38'SOD.O S.F.[S.JIT ;) KENNETH N FOYCHUK ua D SCTRYPVTNC,PLLC SUFFOLK COUNTY,NEW YORK [' D" Prol'We67Ow1 Wd Sun y10`ADd De i(to BUTRR 26.46S.J S.i.J6f 10.JS0.1 Sf.]I.>x NE]1.6 SF.N.IR 1 P.O.BOI 153 AquebaWYq NW York 11931 rot Lor ARr 71.ws.r sr.Ioox m,em.e s.F.Tam[ 1]I,J69.9 SF.IWI RtE 115-116 sole:1"=50' DATE:ALI 1. 2015 enoxR(0.91)OIA1-L666 rAi 161U EDe-ImR /AK-./ � a m.uuuw u..®r m rra..e�..o A re..0 x•.,es,n, S.C.T.M. NO. DISTRICT: 1000 SECTION: 111 BLOCK: 11 LOT(S):26.3 LOT 398 9 LAND N/F OF -A STEPHEN LADDY MON. % ELLEN OKIN - � \ =30.75'LOT -85.84 MOH. 50 MON. PIPE MON. LOT 402 LAND N/F OF / VEGETATED 4 ,M JOSEPH & SANDRA NON—DISTURBANCE BUFFER CICHANOWICZ LIVING REVOCABLE TRUST\ �S' MON. CID J MOH. / / �• Uv PIPE co o / U.P. Oj LAND N/F OF NORMAN GODFREY j0 p �Q ,�`� ate• /i �/ / � PIPE 1.0'W / U.P. LOT 2 VACANT NO STRUCTURES- PIPE 0.4'W / / MOH. / PIPE ����• /• U.P. / /1 a 7T/-7,1 / / / / / / / / /30' WIDEVE6ETATED/ / INON-DISTURBANCE BUFFER/ / / MON. / / / / / / / / / / / MON. R=179.00 N /•• U.P. ZONED R-40 EXISTING WATER MAIN FRONT YARD: 50' MIN p SIDE YARD: 15' MIN (35' TOTAL) REAR YARD: 50' MIN. U.P. � THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL *� LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS v AND OR DATA OBTAINED FROM OTHERS. AREA: 57,860.8 S.F. or 1.33 ACRES ELEVA77ON DATUM: UNAUTHORIZED AL TERA 77ON OR ADD177ON TO 774/S SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 77-1E SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7777J770N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7777JT70N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 2 CERTIFIED TO: MARILAND LLC; MAP OF:DUFFY AT NASSAU POINT CORE TITLE SERVICES LLC TITLE 28698 FILED:NOV. 15, 2021 No.12221 SITUATED AT: NASSAU POINT TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 > PHONE (831)298-1588 FAX (831) 298-1588 FILE #15-118-1 SCALE:1 »=40 DATE:JUNE 10, 2024 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. xoychuk N l e i i I C P Morro Eo Lor-PuaL Wn kT oiHr 43?.CJ(cJ I P""�"°T.F,al. TEBT PIT I e*e TE5r PIT] .•+rs�c y:4 1 .i;.-0j.H...y:.....j..b.. .. .�............. ....,.kl. an p<re: 6omzn . on onre. + .n. ------------ ` 1 � � I i I � I �>�d6' nreo k ® I _ -I •m FO \ - I F �wy�f,J• �.+, e�,s.:r.^•`•'.. Y AOl K , / • s �, o. GW 02, GP ai _ - ! I •�H �b i! GM H 1_ d _ (' j 'yam\\ € Iglu GC re+•...a..4..�,>,..r:w„a.r. - .. L.2� v v sw�, 7' R I�aa °o, �k. .xa.aa...a.nbk 21�.050 m: It-185,4b H� illy so n x•aba p a '4® -�'�.. -a..� `•. 5���. � „ as w.c++Exr C a :�-� o,. I oL wawanam•w. � p y N ` ---- - S8 F- DeN.a OF Co- Sews MH �n��w,�e•' LL \ - area a pJgLIGW pDra.r Fra Axnapk De Coxslatnnx fouA CH '0•0r"O ..m�n•.enrr 0 N pa9 rw nnz..eun•e.n. Srvae worn R°smeua ONLY • esae vr°a,cwn.rsanrciaaw°avux.a �121T GH w.xo n submit e.F.anw.ur.,NannnFn QgTE H.S Rev.No_ 73" m.mer,AnN°aw e°�arzw°mta xaas.o°eaN mam ar«r,.e.� DRAINAGE DEVCIN 'o y�r ARGF-IITEGTURAL 51TE PLAN J wa°N dJ f°ekM»�I u a� M �5,,ti r°n EXPIREsiHREE RUN W,E OF MPRWnl m C�U P z SCALE.I'.1m•-O" ��—'� �••�l�d°�vi. _ tarn �"\,� '' �' - 4 <...n<I.a. �_�--- _r:.._ � eu x ew a•,,.a wa.>,nm au wassr m xsaw cw I—__ --�\ \ /_-..--- f9��g a '�I� � nueae,e.ewex..nsmaier.°n+ay..tows.a,oxm rva�ia�anniwaicaevwrrta ` Y�OFNE�- n RI;N L� 0 e: �,. trT'N¢5wE tPFArFn M MTT i W kCAf jY 2-STORY DWELLING PATIO ;': nr.nu.°eN `j"'' RREL.a 33.00' l l l5 EFJ ;.LwAL x d+, •"' p" t t - ';` ¢fc sfxnc. ___.- _ LOkt�Raa N tn` I iLmurElx O,i k /� CELLAr{m 23.00' ' DEEP n 1 l2011 5E2FT.) ,-, I LEACHNG POOL DRYWELL U Inwio P� "9 ILEACHNG i• PIPE �: ����� I �� -� - �—�'•��` — -- 9 �11 -RIFSYIi N£Lifd FRONT PORCH N6sn CT I T OOO a02 SOFT.) Ito6E •pCHI (/•\: I -_-- p�pLyp�pp.___i a'M[k fFc\�-¢f,9lRx o Cab CLPAN OJT - Fi,J1 A1115 ' BREEZEWAY .r... n. vATaNY� , Ca53 5G7FTJ J• tan,`acx'r nsix10. �/� koaDF ven FK•o-muxe :--- --- --- -'---- .a aw CONTROL PANEL DESIGNS, DRNS NA N16 t'� D wrKxleo°» <a C ��_i'��Fl,TIJRE ild'a � �� "`^-"'r m Reswra,rtp nwnvw ""`�'��y�,""neunvnn ame ro almzes-Saar /. (GARAGEG,GARAGEA�ulrslaa w I EU)AY GRAVELn.,nxsn,K .Fsav reap"aar•. a""oi waao- P DRIV £ .,a:naarz 1355 Little 12b21 SCZFT.J .. I r:,. ,x.,•.x He „>,�. • a nu M.s=a saFrJ ne M `% Pc t.oe�a,HYY w . i:e o.n kns+:�„�xm ra�arz�ve�.,� wwmw,reV°xe iei a'PSiu'.�Tn",xu \.; SITE PLAN maw"0,kek:"a°,n"`"a"alwN�`rev�aei,"M SCWWM -7. N ONE W"�u� / f � y _. .............. ___—.= aaFF 'nF,.FaMaa.nkaSala r� m�aTI x�aiuc tMi fn'�NNY•�[6�A✓ `t W%aM�a yM:aii eitiCDaM[�io — � � 4ieN'�IKYtn aat�:u Sew%Rn4°YO n utlpo[aFae r �t' aW`f —100.00p@AINACE a SANITARY SI SP 6CALE,1".W'.0• SECT IONMNEW SECTION&9VIElN S.C.T.M. NO. DISTRICT. 1000 SECTION: 111 BLOCK: 11 LOT(S):26.3 ' ✓� p�� LOT 398 i-AND OF S EPHEN/LADDY �j �� V�`� MOH. ELLEN OKIN _ -30.75' LOT 1 65•84' \ MOH. E MON. A PIPE MON. LOT 402 / / / / LAND N/F OF �• / / VEGETATED , JOSEPH & SANDRA NON—DISTURBANCE BUFFER 4� ON. CICHANOWICZ LIVING REVOCABLE TRUST UV MOH., & PIPE IR?co o � IV ��. Q Q ^^ LOT NOFo0F o,1�' ?ea '4'LAND NORMAN GODFREY j� ry �Z o� Q PIPE 9O /kli 1.0'W 9 cj / �tv /�,� / U.P. / 4, / / c�� LOT 2 PIPE 0.4'W MOH. / f-r1 ru la i1 . PIPE / / / / / `��� C°'u.P. JAN 2 9 2025 130' WIDE VEGETATED/ INON-DISTURBANCE BUFFER/ MON. / / / / / / / / / / / / MON. R=179•()0 /' FOUNDATION LOC. 01-24-25 U.P. ZONED R-40 EXISTING WATER MAIN FRONT YARD: 50' MIN Q SIDE YARD: 15' MIN. (35' TOTAL) REAR YARD: 50' MIN. U.P. Z3 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 57,860.8 S.F. or 1.33 ACRES ELEVAT70N DA77JM: NAVD88--v- UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLAT70N OF SECT70N 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 174E ASSIGNEES OF 174E LENDING INS777IJ 70N, GUARANTEES ARE NOT TRANSFERABLE. 174E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER 1MPROVEMENM EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 2 CERTIFIED TO: MARILAND LLC; MAP OF:DUFFY AT NASSAU POINT CORE TITLE SERVICES LLC TITLE 28698 FILED:NOV. 15, 2021 No.12221 FIDELITY NATIONAL TITLE INSURANCE COMPANY, SITUATED AT: NASSAU POINT TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE "- ' PHONE (631)298-1588 FAX (631) 298-1588 #15-118-1 scALE:1 —40 DATE:JUNE 10, 2024 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Boychuk S.C.T.M. N0. DISTRICT: 1000 SECTION: 111 BLOCK: 11 LOT(S):26.3 LOT 398 9 LAND N/F OF / _Ao \ STEPHEN LADDY MOH. �D —\i ELLLLEN OKINKIN L=65�1 MON. LOT 1 / / S E . �y�p0 MON. 278i PIPE LOT 402 \ `/ / / / / / / / }�y`�l MOH. VEGETATED , JOSEPHLAND N&F SANDRA / / -NON—DISTURBANCE BUFFER 4 � CICHANOWICZ LIVING REVOCABLE TRUST\ / / / / / / / / / / ON. �� J� MON. / \x\ / / / Q PIPE Co / m C�(vim Cp :: q AgnD..,. / 44 Q� LOT 400 LAND N F OF 'ti~ ...:..... . ;: .. / , �/ / / :....s 0 ..:.... .. Z G ti NORMAN ODFREY ii'.:' :....................................::: :: .'• ::::'•;;:•::::::..:::::.. x o Al 1! : ':<ii::? 'ii:'•:'•i.'•:<>: •2'° 9s: . : •°: . - :: ?:Siiti?:?::::'tFt:2:i;;:?` COVERED PAVER O / J PORCHfW C D. CID PIPE : ......................:•.:•'1.0'W ON O O GEN. WINS :,'...:.ry Q Re��c �2 C.D. BiS' F\ / IQVLP. GAS 51'42' A.' �MELEC. PIPE LOT 2 0.4'W MOH. / SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE Date 3/2/2026 H.S. Ref.No. R-24-1217 PIPE ' / / / / / / �v• U.P. The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found — •�/ / / / / / y to be satisfactory FORA MAXIMUM OF 7 BEDROOMS. �7 /-1-7 7-7-/ /30' WIDE VEGETATED/ / / / JOWATtuw PAI,PE.,CHIEF INON-DISTURBANCE BUFFER/ / /' Office of Wastewater Management MON. / / / / / / / / / / / / MON. FINAL 1 1-03-25 R=17 9.()() FOUNDATION LOC. 01-24-25 U.P. ZONED R-40 . EXISTING WATER MAIN 0�� FRONT YARD: 50' MIN ' ' — SIDE YARD: 15' MIN (35' TOTAL) A U.P. REAR YARD: 50' MIN. L� 774E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL Aj LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 57,860.8 S.F. or 1.33 ACRES ELEVA77ON DATUM: NAV988—_Y—_—__--Y_ UNAUTHORIZED ALTERATION OR ADD177ON TO 7HIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF 774E NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 2 of N, k CERTIFIED TO: MARILAND LLC; MAP OF:DUFFY AT NASSAU POINT P�� N M. wp �o CORE TITLE SERVICES LLC TITLE 28698 FILED:NOV. 15, 2021 No.12221 �� y�� FIDELITY NATIONAL TITLE INSURANCE COMPANY; � c SITUATED AT: NASSAU POINT TOWN oF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 'Ls O508g2 J� Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #1S-11S-2 SCALE: 1"=40' DATE:JUNE 10, 2024 PHONE (831)298-1588 FAX (631) 298-1588 N. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Roychuk Generated by REScheck-Web Software Compliance Certificate Project 1355 Little Peconic Bay - Malakidis Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Conditioned Floor Area: 7,307 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: 1355 Little Peconic Bay GreenWorks Energy Specialist Inc. Cutchogue, NY 11935 Info@HERSrating.us Compliance: Passes using UIA trade-off Compliance: 7.2%Better Than Code Maximum UA: 880 Your UA: 817 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Zed Floor Ceiling: Cathedral Ceiling 3,097 38.0 0.0 0.027 0.026 84 81 1st Floor Ceiling:Cathedral Ceiling 100 38.0 0.0 0.027 0.026 3 3 Exterior Walls:Wood Frame, 16" o.c. 5,427 21.0 0.0 0.057 0.060 240 252 Mud Door: Solid Door(under 50%glazing) 20 0.250 0.320 5 6 Windows:Wood Frame 1,205 0.300 0.320 362 386 SHGC:0.31 Wall to Garage: Wood Frame, 16"o.c. 153 21.0 0.0 0.057 0.060 9 9 Cantilever:All-Wood joist/Truss 60 30.0 0.0 0.033 0.047 2 3 Slab on Grade: Slab-On-Grade(Unheated) Insulation depth: 4.0' 37 10.0 0.640 0.700 0 0 Insulation position: Horizontal Insulation Project Title: 1355 Little Peconic Bay- Malakidis Report date: 12/13/24 Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Basement Wall: Solid Concrete or Masonry Wall height: 9.0' 2,295 0.0 14.0 0.047 0.059 107 134 Depth below grade: 8.0' Insulation depth: 9.0' Bsmt Ext Door: Solid Door(under 50%glazing) 20 0.250 0.320 5 6 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 re uirements listed in the REScheck Inspection Checklist. AJ Afkham-Certified IECC/HERS Compliance SpecialistA-� 12/13/2024 Name-Title gignhturL6 v Date Project Title: 1355 Little Peconic Bay- Malakidis Report date: 12/13/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.2 ;documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the 10 '.building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable U Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: I Heating: ?❑Complies ;Requirement will be met. 403.7 .sized per ACCA Manual S based ; Btu/hr Btu/hr ❑Does Not [PR2]2 ion loads calculated per ACCA ; Cooling: Cooling: ,A Manual J or other methods Btu/hr ; Btu/hr t]Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 12/13/24 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.2 :Slab edge insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies [1701]1 ;❑ Unheated ;❑ Unheated ;❑Does Not ;table for values. 14) ❑ Heated ❑ Heated :[-]Not Observable ❑Not Applicable ; 402.1.2 :Slab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies [FO3]1 .depth/length. ;❑Does Not ;table for values, '❑Not Observable ❑Not Applicable 402.1.1 ;Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 !insulation R-value. Where interior; R- R_ ❑Does Not table for values. insulation is used,verification may need to occur during ❑Not Observable Insulation Inspection. Not ; ;❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies ;Requirement will be met. [FO5]1 i insulation installed per ❑Does Not manufacturer's instructions. �J ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [FO6]1 insulation depth of burial or ;❑Does Not table for values. distance from top of wall. ,❑Not Observable ❑Not Applicable 303.2.1 ;A protective covering is installed { ❑Complies ;Requirement will be met. [F011]z !to protect exposed exterior ( ❑Does Not insulation and extends a t minimum of 6 in. below grade. ` ❑Not Observable I I iE]Not Applicable 403.9 1 Snow-and ice-melting system ❑Complies ;Requirement will be met. [FO12]2 controls installed. ❑Does Not I ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 12/13/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FRI]1 ❑Not Observable ❑Not Applicable 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, 402.5 ❑Not Observable [FR2]1 ;❑Not Applicable V 303.1.3 ;U-factors of fenestration products I ❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance ❑Does Not ;with the NFRC test procedure o, ;taken from the default table. ❑Not Observable #❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier f❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. :V ❑Not Observable i IE]Not Applicable 402.4.3 Fenestration that is not site built ❑Complies :Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not J AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable ;400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 isealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. -]Not Observable J❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where< 3 inches. Supply and ❑Not Observable I return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 !for< 3 inches in diameter. 403.3.2 Ducts,air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not J ;joints/seams compliant with 1EINot Observable International Mechanical Code or International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as } ❑Complies Requirement will be met. [FR15]3 ducts or plenums. j ❑Does Not .9J ; ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 12/13/24 Data filename: Page 5 of10 Section "Plans.Verified Field Verified # Framing Rough-Inanspection •Value Value Complies? Comments/Assumptions &Req.ID• _ 403.3.7 Ducts declared to be within the ❑Complies :Requirement will be met. [FR28]3 conditioned space are either 1) ❑Does Not I completely within the continuous air barrier and within the building ❑Not Observable ; ;thermal envelope, 2) buried []Not Applicable ;within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within `the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of conditioned floor area served by !the duct system,or 3)the ceiling insulation R-value installed I !against and above the insulated j duct>=to the proposed ceiling I insulation R-value, less the R- Ivalue of the insulation on the 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 !above 105°F or chilled fluids :❑Does Not ;below 55 2F are insulated to>_R- ;❑Not Observable J 3. j ;❑Not Applicable 403.4.i Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24] piping. ❑Does Not U ❑Not Observable IE]Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies ;Requirement will be met. [FR18]2 >_R-3. I ;❑Does Not J ; ;❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 ;installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable IDNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 12/13/24 Data filename: Page 6 of10 section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 ;or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable J ;❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 lin substantial contact with the j ,underside of the subfloor,or floor IE]Not Observable iframing cavity insulation is in J❑Not Applicable contact with the top side of ;sheathing, or continuous ; ;insulation is installed on the underside of floor framing and i extends from the bottom to the ;top of all perimeter floor framing ! i members. 402.1.1, ;Wall insulation R value. If this is a R- R- I❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall El mass ❑ Mass ;❑Not Observable [IN3]1 iexterior,the exterior insulation requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 i Wall insulation is installed per } ❑Complies Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not ; ❑Not Observable i❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 12/13/24 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final.Inspection Provisions Value Value Complies? Comments/Assumptions &MOM]- . 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, 402.2.E ;❑ Steel ❑ Steel ;❑Not Observable [Fill' :❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]' Blown insulation marked every :300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 iVented attics with air permeable ❑Complies Requirement will be met. [F[22]2 'insulation include baffle adjacent ❑Does Not to soffit and eave vents that ;extends over insulation. ❑Not Observable IEJNot Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies !Requirement will be met. [FI3]' insulation >_R-value of the ;❑Does Not adjacent assembly. '❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ;❑Complies ;Requirement will be met. [FI17]' ach in Climate Zones 1-2, and ❑Does Not I<=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. [FI27]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 1 ; ;❑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 j handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]' cfm/100 ft2 across the system or ft2 ft2 j❑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 ❑Complies ;Requirement will be met. [F]24]' by manufacturer at<=2%of ❑Does Not ;design airflow. I IElNot Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [FI9]2 'installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. s FlNot Applicable 403.1.2 Heat pump thermostat installed ❑Complies ;Requirement will be met. [FI10]2 ;on heat pumps. ❑Does Not ❑Not Observable ' ❑Not Applicable 403.5.1 (Circulating service hot water �❑Complies Requirement will be met. [FI11]z systems have automatic or ❑Does Not accessible manual controls. I ❑Not Observable ; ❑Not Applicable 1 I High Impact(Tier 1) 12 IMediurn Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 12/13/24 Data filename: Page 8 of10 section Plans Verified. Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 403.6.1 ;All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 Efans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable ; I R403.6.1. ❑Not Applicable 403.2 "Hot water boilers supplying heat i ;❑Complies ;Requirement will be met. [FI26]2 !through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable itemperature based on outdoor ❑Not Applicable ;temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies ;Requirement will be met. [F[28]2 I have a circulation pump.The ❑Does Not }system return pipe is a dedicated =return pipe or a cold water supply ❑Not Observable !pipe.Gravity and thermos- ❑Not Applicable ; syphon circulation systems are I not present. Controls for circulating hot water system pumps start the pump with signal ;for hot water demand within the occupancy. Controls ; automatically turn off the pump 3 ; ;when water is in circulation loop j is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the 7 piping. 403.5.2 'Demand recirculation water ❑Complies ;Requirement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the [-]Not Observable I water entering the cold water ❑Not Applicable !piping to<= 1049F• 403.5.4 !Drain water heat recovery units ❑Complies ;Requirement will be met. [FI31]2 !tested in accordance with CSA ❑Does Not 655.1. Potable water-side !'pressure loss of drain water heat ❑Not Observable i recovery units< 3 psi for ❑Not Applicable I individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to Ithree or more showers. 404.1 90%or more of permanent ❑Complies ;Requirement will be met. [F[6]1 Mixtures have high efficacy lamps.S� ❑Does Not ❑Not Observable IE]Not Applicable 404.1.1 ',Fuel gas lighting systems have { ❑Complies ;Requirement will be met. [FI23]3 ;no continuous pilot light. ❑Does Not ej ! IE]Not Observable I❑Not Applicable 401.3 i Compliance certificate posted. ❑Complies ;Requirement will be met. z f ❑Does Not ❑Not Observable f ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 12/13/24 Data filename: Page 9 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 303.3 ;Manufacturer manuals for ❑Complies ;Requirement will be met. (FI18]3 mechanical and water heating ❑Does Not ,systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: F- 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1355 Little Peconic Bay- Malakidis Report date: 12/13/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.25 CoolingHeating & Heating System• Cooling System: Water Heater: Name• Date• Comments 0 APP 0 ED AS NOTED ELECTRICAL DA p f INSPECTION REQUIRED FEE? b BY., NOTIFY BUILDING DEPA AT 631-765.1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: Mechanical Ventilation 1. FOUNDATION-TWO REQUIRED system shall be required FOR POURED CONCRETE per NYS Ener Code 2. ROUGH-FRAMING&PLUMBING gY 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE .- REQUIREMENTS OFTHE CODES OF NEW _ : 'PLUMBING V�AI'E .-- ;:- ATEI4 LktS..NEEES` YORK STATE. NOT RESPONSIBLE FOR 'f TINda'ZO-W,COVERINO.. DESIGN OR CONSTRUCTON ERRORS ;f. COMPLY WITH ALL CODES OF PLUMBER CE TtFiGATIOt, NEW YORK STATE&TOWN CODES ON'LEAD CUN'I'ENT`v�EOF AS REQUIRED AND CONDITIONS OF :ERTIFICATE°OF pupA�; SOLDER_USED-IffWATER 58a1 0MfbV MiG BOARD SUPPLYSYSTEMCANNC- SOTRUSTFES EXCEED 2%f0 OF 1% l r mac 'TRUSS PLACARDING REQUIRED C' DO''NOT PROCfl lNNITk{ ^ ' OCCUPANCY OR FRAMING iJNTi �. OF FOUNDATI�III4 ( . USE IS UNLAWFUL HAS BEEN APPRafE63y.Y Y WITHOUT CERTIFICAT 9 { �F OCCUPANCY 'IMMSDIAT ENCLOSE Po ' tE ,��lPOV Como" ;BEFORE WATEt ; .,...._.: _.::.. _� :.:r.. ,;,, .T. .........:....: Must provide Manuals RETAIN STORM WATER RUNOFF D, J and S as per " PURSUANT TO CHAPTER 236 All exterior lighting NYS Energy Code OF THE TOWN CODE. installed,replaced or E; repaired shall conform . to Chapter 172 Blower door of the Town Code and ductwork testing required. . . .�� . T,45LE 1R301,20) • --� CLI iATiC 4 GEoeF,, tf'IS{iC DESIGN CRiTERI,fit I """"""% U A IL NICGROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM: WINTER ICE BARRIER AIR (� MEAN 6a 1 sIr--%I N W vt--< LOAD SPEED 5NOWTO EO�ASNIG WIND REGION DEBRIPECIAL SONE ATA OR FROST DESIGN NDERLAYMEN FLOOD FREEZING ANNUAL WEATHERING LINE DEPTH TERMITE TEMP REQUIREMENT N4zARDS INDEX TEMP . _.. . V 3r /Tit MOD/ �25 PSF 130 MPH. N/A N/A YES B SE ERE K/ NE VY 15`F YES VARIES 1500 OF S2 g°F •2 1W 9-;- r Q) Ill 1�,, �-) 11�R ITABLE R6m2.3(I) TABLE R60�23(U - continued �I A ILI si7t'- VT � ' M %111011,10H h %�_ .A� Y ' 011mkDFASTENER SCHEDULE FOR STRUCTURAL MEMBERS .11, FASTENER SCHEDULE FOR STRUCTURAL MEMBERS . LR, IL NUMBER AND TYPE SPACING OF DESCRIPTION OF DESCRIPTION OF BUILDING ELLEMENTS abod DESCRIPTION OF &PAGING OF FASTENERS > M �OF FASTENER FASTENERS BUILDING MATERIALS FASTENER b,cd,e Q) (inches) INTERMEDIATE SUPF'OR75 lindne� �' SDI I 6 bfl I h I Woods rut ur panels, u of and wall sheathing to r n particleboard w framing E � W" I .; � Framing,31 1 EDGES(i .71T '1A �� NIN' r h Joist to sill or lease toe nail p t ,and pa ttcleboa d all sheathing to f a � g 3 Sd t t al a Is s bFioor ro r�' 2 Staples Sles 13/4 5/I6 - i/i ,wall) s � E '� " x " su oor or less to eat i joist Face nail 6d common nail lsubfl�or 6" led e Sd common nail (roof) 4" rake 12g interior zones U o — � - l s v or bg(rid I 128 C 2" subfloor to joist er,blind and Face Hall 2 16d Sd common marl (roof) 6" edge I �� 4) Sole plate to joist or locking(, face nail 16d 16" o.c. I)B- 11/4 loci common nail or 8d 6" edges rn o � L, deformed nail 4" rake 12 0) `'" � ko Of a) Y) � Top or sole plate to stud,end Hall 2-16d Other wall sheathing' 'd U s~ "regular cellulosic fiberboard : 0 ;; N Stud to sole plate,toe nail 3-Sid or 2-16d � 9 1=galvanized roofing net(6d t-, MICROLAM: sheathing common Hall staple 16 ga.,Inz long 5: P owida 4 inch slab with 6 inch x 6 Inch 10/10 UAOF on 6 provide res, steel lad d ladders slipermanentl h raged metal naiad f DIVISION 09-FINISHES: Double studs, face nail loci z structural cellulosic fiberboard i 3 6 N a) R. de nl r I a 01 -GENERAL REQUIREMENT mil vxapor banter in Cellar and Garage.(All slabs are g 24" O.C. 2 galvanized roofing nail ad in N 172 Q" SCOPE: sheathing common Hall staple I6 ga-ii1/2 long 3 6 in S�, fn " at egress wells or wood railings as field conditions Provide samples of all finishes to Owner for approval Double top plates, face nail I loci 2" is4 galvanized roofing nail ad U) 0" 95%,compacted fill).Pitch porch/patio and garage dictate. This work Includes the complete furnishings and All Proof of insurance shall be verified in mriting to the alab2s I/&inch per foot minimum away from house. p 9 prior to ordering.All Interior finishes are as specified 24" O.G. he structural cellulosic Fiberboard V) Uwner and Architect Including but not limited to Installation of 611 "Micro-lam"lumber beams as shown In by Owner's Interior Designer. Sheathing common Hall staple I6 ea,134 long 3 (o C O General Llabllit ,Workmen's Compensation and Dlsabillty. ,vide poured concrete foundation walls lase plan Provide EPDM Flat roofing and ail related flashing the drawings,herein speclFled and necessary to Soe plate to joist or blocking( at braced wall panels 3-16d 16" oc. I/� gypsum sheathing c galvanized roofing mall.601 4 3 c>3 > 0 y complete the work Interior walls and telling;Tape and spackle drywall,(3) common nail.staple galvanized,Ike 8 O a (D r The Owner shall be responsible for maintaining the Pro p where Indicated.Installation shall meet manufacturer Double to etas,minimum 8-tint offset of end outs, face nail in I I For thickness and reinforcing). requirements. proper property Insurance during all phases of work. coats(l prime,2 finish). Tape shall be fiberglass type. J — MATERIALS: Walls and celltng to be ready Far paint. lapped erase 8-16d long- sa screws,Type W a S 0 1�11 Chi 5 134 galvanized roofing mall.8d a All Ifooti a shall be poured on virgin soil and minimum Provide 5-1/2 inch metal studs at 16 inches O.G.with The nitro-lam lumber beams shall be manufactured From /8 gypsum sheathing common nail.staple galvanized,15 4 CD The work and materials shall ne guaranteed For one(I) "9 in year,commencing with the General Contractors final 36 'Inches below grade. top and bottom tracks In all basement partitions - micro-lam brand parallel laminated veneer lumber All drywall shall be attached to framing with screws only, Blocking between joists Or rdf@ens t0 top plate, toe Hall 3-Sid payment.During this time the contractor shzil make Do not our concrete in wet or below 40 degree adjust gauge due to spans. utilizing 1/10"or 1/8"thickness Douglas Fir veneer glued max.12"o.c. p g e $ \ good on all detects.Granting of a contractor Certificate of p up p 9 p Rim Joist to t0 late, toe nail ' long. F screws,Type W or 5 0 \�C) Wood Structural anal,,combination subfloor underlayment to framing ep C) '-r Ina continuous laces with all rain parallel with the p p Sd 16' c.c.elan each edge p weaather. Provide drip caps at all exterior openings. length of the member. Laminated veneer limber shall be All labor and materials shall comply with the g g q Occu ant or the owners use of the remises shall not of elrgle one-piece length,free of ringer Joints,scarf requirements of the USG sum Company and(NYSL.) / bid deformed nail or constitute acceptance of work p All concrete shall be at least 3,500 psi.General Joints or mechanical connections to Full ten tin. q Gypsum p y Top plates, laps at corners and* intersections, face nail 2-106 3a and less 5d como„nail 6 ° O Gorntractor shall be responsible For providing the Provide copper crickets at roof as shown. g Section R1023. The contractor shall visit the site and veil"y all 12 5 Z '-'' Architect and Owner with receipt indicating concrete MEMEERS: conditions. Any discrepancies,voids or p•oblems shall Provides 5/8 inch Type X gypsum board in garage and Built-up header, two pieces witlh 1/j" spacer Ibd _- T/g - I Sd common nail or co reported to the Architect before submission of atreem th based upon cylinder tests.Provide separate provide and covered ports patios a back. Ice verses shall be dried as required.Adhesive used to u 8d deformed nail 6 12 w . be gg mechanical room(tape and spackle)and seal all cyilinder tests for slabs,footings and walls. and water shield.Extend up walls 12 inches. lamina*the veneer shall be waterproof,meeting the bid. A submisslon of bid shall imply contractor pr 9 openings with approved flame retardant caulking as Continued header,two pieces �_ 16d I/8 - ll/4 10d common Han or 6 12 8d deformed net( acceptance or the drawings and all existing conditions. All concrete work shall comply with the requirements of requirements of e re firedD-25 spread uniformly applied to prescribed by IN.Y.S.G.) For 51: 1 Inch: 2S.4mm, I foot:3m4.Smm, I mile per hour-1.609 Icm/h ihss American Concrete Institute (AGU,Act 301,304, Provide copper drip caps at all rake boards. the veneer at line required spread rate. Ceilingjoists to late,toe nail 3-Sid 11 Contractor hereby specifically acknowledges that the 3095,311,315,318,and 341 and(N.Y.S.G.)R4022 and ASTM Provide kitchen. Inch moisture resistant gypsum board to all p a. All nails are smooth-common, box or cieformed shanks except where otherwise stated. contract documents are full and complete,and c11�1 Provide I/2 Inch web ettfFeners - to steel beams(both DESIGI: baths and kitchen. - sufficient to have enabled it to determine the cost of sides)below steel columns/beams above. Micro-am lumber beams shall be designed to meet the Continuous header to stud,toe nail — 4-Sid b. Staple are 16 gage wire and have a minimum 16-inch on diameter crown width, de6lgs shall and loads indicated on the plans. All Provide V2 Inch"duro-rock"gypsum board at all c,Nails shall be spaced at not more than 6 Inches on center at all supports where spans are 48 Inches or reater, the work and that the drawings,the specrf�cailone and Reei"forctng: all addenda(if any)are sufficient to enable the A))All reinforcing bars are to be the diameter shown, Provide standing seam copper roofs as Indicated- engine shell ra In accordance with standard shower and tub enclusures in bathrooms. Ceiling foist, laps over partiifoms, face nail 3-I(dd d.Four-foot-by-8-foot or 4-foot-by-9-Foot panels shall be applied vertically. g Contractor to construct the work outlined therein in g fully Flashed- enowlmmg practice. Complete design calculation e- Spacing of fasteners not Included In this table shall be based on Table R6023(I). ds feign d Intermediate grade Miler steel having a are t 'member forces and stresses and allowable load accordance with all laws,and otherwise to Fulfill all of des( n strength of 40,000 psi per(N.YS.G.)Section Provide I/Z Inch paperlesa drywall in basement/cellar. Ceiling Joist to parallel raftd5, face Hall 3-Ind F.For regions having basic wind speeds of 11Omph or greater, Sd deformed nails shall be used for attachin wood and wood Its obligations under the contract documents.In RA0g4.6 and ASTM A 615,A 10(6 or A 996. are tole available upon request For each Mimber m — addition,IF Contractor performs any construction Comply with the Following American Welding Society hunberleslgn. The design of the Micro-lam lumber Interior trim: All trim Joints to be Filled with wood filler structural panel roof sheathing to Framing within minimum 48-Inch distance from gable end walls, If'mean roof ell ht Is, more activity aril IF it knows or should have know that any of B.))Typtnle cover For all reinforcing shall be three(3) Standards: ID to be under the supervision of a registered the contract documents contains a recognized error,In Inches unless otherwise directed. W 9 and sanded ready for paint. Rafter t0 plate, toe nail G.))All bars are to be continuous unless spedFlc lengths AW5 DL1 Structural welding code proFesonal engineer and in accordance with line NRB 2-16d up to 35 feet maximum. g o e than 2S Feet, I" brace to each stud and elite, face nail 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 consistency or omtasion,Contractor shall be AW5 DI2.1 Reinforcing steel welding code accep'nce,and provisions of the national design Wood floors: All wood Floors to be sanded,stained — area shown-All splices are to be forty(40)bar g speci{I9tion For wood 1984.1 (2)coats and receive(3)coats of non-yellowing Z eta lee, 13j4 Framing shall be spaced 6 Inches on center,When basic wind speed is greater than 80mph, Halls for attaching panel roof sheathtn to polyurethane.No floor to be stained/sealed until wood I" x 6" sheathtn t0 each becrini face nail 2-8 intermediate supports shall be spaced 6 Inches on center For minimum 48-inch ridges, eaves, and able end walls amid 4 Inch g responsible for such performance and shall bear the P coat For correction thereof. d...) a ld minimum. Comply with ASTM A-6, snare(requirements for D...)Welded wire fabric(IALF)Is to be 6 Inches x 6 delivery of rolled steel plates,shapes,sheet piling, PROTETION: Incches$ aces,"10 x"I0 gaga which shall consist of is properly acclimated and dried, g .g, ,yam The Contractor shall be responsibls For the removal of p 2 5ta ley, I3/4 tV all waste and debris in compliance with all local,state, ee-✓id drawn members hauvrngsato be Inge l slabs and bare for structural use. pi•oducshall be el beams,Irks any other wood P�-� CNANIGAL/HVAC: I" x 8" sheathing to each be2inc-g, faCE nail to gable end wall Framing. g es on center -8 h.C:ypsum sheathing shall conform to 4$7-11 Gl9 and shall be Installed In accordance with(SA 253.Fiberboard sheathiing shall conform to ® }� and federal regulations and shall indemnify and hold less,than 40,000 psi. p Conform to various ASTM standards,as noted,and all 3 staples, 13j4 either AHA 194.1 or ASTM G 208. G the Owner and the Architect harmless from any losses or amid steps. requirements of the overni authorities. PROTE'ION: — I. Spacing of Fasteners on floor sheathing panel edges supported by Framing members and at all Floor erimeters oral . S acin F ,--I Provide all necesea roughing for complete Wider than I" x 8" sheathing tr each bearing, face Hall 3-8 p y p g o The ucaham lumber beams,like any other wood installation per plans. 4 staples, 13/ fasteners on roof sheathtn anal led es a Iles to anal led es su dried b framing members and at all roof (sane seine r E.,.)Alreinforcing Is to be securely fastened to resist governing � � "g p prod 4 g p g 1p p g pp y g p p to s. -i--) mcovemeni Burin concrete placement. MATERIALS PROPERTI damaged thalle be exercised during handling to prevent loci 24" O Eilock.ing cP roof or floor sheathing panel edges perpendicular to the framtn members shall not b r claims In connection therewith.This clause shall survive 9 g e equtred except at Intersection or �- the termination of construction,or completion dF the F))At egress wells provide(2)"5 bars et top and damaged the beams. Contractor to provide and pay for all necessary Built-Up corner Studs -G• adjacent roof planes.Floor and roof perimeter shall be supported by framtn members or solid blocktn _ Owner/Contractor agreement. boottom and"5 bar at I6 Inches O.C.vertically I.Structural steel shapes, late,,and bars shall be inspections,tests and approvals. The drawings and speUFtcations are Intended to G,.)Provide'&dowels at 36 Inches O.C.extending from ASTM A_36. p HARDaE: fcootin s into walls. All heroes is to be fabricated by others according Built-u irdere, and beams,2 tnich lumber layers coordinate.Anything found on the drawings and not 9 2.Gold Formed steel tubing shall conform to ASTM All fixtures and fittings to be provided by Owner and p g I(Dd Nall each layer a,follows: g mentioned In the specifications or vise versa,or A-501 to Beta contained in the contract drawings, installed by Contractor. g U anything not expressly set Forth in either,but which Is Ndo admixtires shall be Introduced into the concrete 3,Steel pipe; ASTM A-53,type E or S,grade B. Black rta ge at top and bottom and wfithout written approval of the Architect. p p staggered. (1'1 U reasonably Implied,shall be Furnished as though finish,except where indicated to be galvanized. All plumbing work shall comply with all applicable codes Two Halls at ends and at each I-U•-i r> specifically shown and mentioned In both,without extra 4.Anchor bolts,ASTM A 301,grade A,non-headed INSTALIfION: and standards per(N.Y.S.C.)Part VII.Install fixtures and 2" lank, e" 9.1 charge. AAII concrete placed into forma for vertical height of g The MiOlam lumber beams are to be Installed to p 2-16d moors than 36 Inches shall be vibrated. type. fittings In strict accordance with manufacturer's At each bearing 5.All steel shall receive one of red oxide primer after accordte with the plans. Temporary construction Instructions. ROOF rafters to ridge, valley:r hip rafters: During the course or construction IF modifications to oxide beam pockets at all beams as noted. fabrication in shop. loads bond limits Indicated thereon are not toe nail � O the design occur as a result of existing conditions, Prrr p permitte Holes,cuts or notches not previously All piping to be copper or cast Iron except for vent face nail 4-I6cl — request of client,architect,etc.The Con'.ractor shall approvby the engineer shall nor be made. The Final lines.All water supply piping and piping For heating 3-I6d r I O submit two written copies of a change order with the ndece5sa sleeves to Foundation For all utilities as ERECTOR SHALL PROVIDE ADEQUATE TEMPORARY erectloif the Micro-lam lumber beam shall be under Rafter ties t0 rafters, face (''''� neecessary.verify In Field prior to pouring concrete. BRACING FOR LATERAL STABILITY UNTIL THE shall be copper. 3-Sid r'--I U amended price. The Contractor shall not continue with STRUCTURE 15 FULLY BRACED BY THE INSTALLATION the dlrson of qualified construction supervisor. an changes until he receives written authorization from LACEMENT: OF PERMANENT STRUCTURE: Insulate all hot and cold water supply lines.Provide � U y 9 P ® $-� �U--I the Owner or Architect. Lateral I holding and withdrawal are as provided in new water service to residence. Silum shall not be more than four or less than two the color Douglas Fir sawn lumber. Nails installed i--i IF to the course of construction,a condition exists p parallel the glue lines on the narrow Face shall not Connect all roof leaders to dry wells.-as Indicated on imchse,as measured at oint OF placement and by ASTM IVI ION 06 -WOODS PLASTICS AND COMPOSITES: be aped closer than 4 Indies for 10-penny common which differs from that as indicated on these plans,the 1�43 p site plan.Provide 6 Inch below ground PVC piping. Contractor shall stopall related work and notify the STRUCTURAL LUMBER: nails aminchee for 8-penny common nails. Nails installecerpendicuiar to the glue lines on the wide Provide high el'Fictency gas Fired boiler(95% ' Architect. Should he fail to FOIIOW these:procedures Minimum compressive strength shall be 3500 P51 for and continue with the work he shall assume all ,structural concrete and 2000 PSI For paving at 28 All lumber and labor shall comply with all local,state race shoe installed in accordance with the cods. efficiency or greater)to accommodate residence.Size responsibility and liability arising there 1'rom. days- and Federal authorities having Jurisdiction. 'here nag specifications are based on a member at of boiler to be determined by heating contractor. " least Y.'"ck and 3-1/2"wide. Holding power or bolts Boiler to accommodate all zones of radiant heat and n The AIA document A-201(latest edition)"General g Installedsrpendlcutar to the glue Imes Is as forced hot air as follows: T.U.RIDGE — — _ — _ — — — — — — — — — — — — �/ Constructions,or the Contract for Construction"shall C,orcrete shall not be re-tempered by addition of Exterior wall to be 2 Inch x 6 inch O.C.with single Bole — — — — — — — — wuater of cement after it has partially hardened. plate and double top plats.Notching and drilling of providers the code For dense Douglas Fir. A.)(5)zones Of forced hot air to be coordinated with 4"DWV(TO ROOF) t-� r-q e, O prevail whenever possible. all studs shall comply with(N.YS.C.)Section R602b Architect and Home Energy Solutions. 4"DUN(TO ROOF) r.J lace retnforcin accord in to GR51 recommendations: SFecifioproval Is required for other than nailed B.)Separation of first and second Floor zones to be 4"DWV(TO ROOF) 4"DldJv(TO ROOF) All work shall conform to the 2015 Residential Code of fl 9 g and bold connections. coordinated with Architect and Nome Energy Solutions. 4"DlW CTO ROOF) New York State(latest edttionl and all rules and "In.3"cover For surfaces in contact with grade and 2" Interior partition walls to be 2 Inch x 4 inch O.G.with ccover for other surfaces,unless otherwise noted. Lap single sole plate and double top plate unless C.)Provide Taco circulating pumps For all heating regulations therein and with all other agencies having ire mesh 12"min. otherwise noted. STRUCTURAL PROPERTIES: zones. ,r^--i g uwelded w • Jurisdiction. D.)Provide Isolation valves For each zone. � �®(''��I .—4 I The Contractor shall make sure that all t•ede's work cConsolidate concrete by band or with mechanical Exterior wall sheathing shall be 5/8 inch CDX plywood E "20CZ0©0 FB . 2,000 P51 E.)Provide all necessary wiring ,_" and munici a1 codes(BOCA) wibratorst maintain proper reinforcing locations. unless otherwise noted.Secure to Framing per(N.YS.G.) No 0:1itttes are acceptable,unless specifically F.)Provide Indirect hot water storage tank to n O conforms to Federal,state a p Table R6023(l) noted malneer, accommodate residence. L ✓ C) -_ _I.J and ordinances. These shall supersede drawings,notes Ill,temperature falls to 40 F or below,uniformly heat G.)Provide Honeywell T81 thermostats for all zones - _ and dimensions in all cases. The Architect shall be K2 PLYUIC'd? coordinate all locations with Owner prior to Installation. I' u I " notified of such changes before work is started. twater and aggregate to maintain concrete between 50 Roof Sheathing to be 3/d Inch CDX plywood. Roor d7thm9 shall be CDX 2410 plywood,5/8"for 311 I " Non-Familiarity with governing rules and regulations will tamd 80 F at points of placement. Do not use Frozen All structural lumber(headers,posts,floor joists end sheaths with Heating systems to be installed in strict accordance l u 3" 1 " billing. In the event that work Materials,calcium chlorlde,slats or anti-freeze. All las Fir meparMting 16"or less,end'/."otherwise. with manufacturer's requirements. 1• not be cause for"extra"b g roof rafters)shall be construction grade Doug e has to be replaced for non-compliance,Tins Contractor <exterior concrete shall be err entrained. L)All heating equipment including type and location of h��� I-�" ^� � Larch and better surface dried to max.14%moisture Floor ehhirr9 shall be 32/16"structural I <II G-D thermostats and zoning to be approved by Owner. WATER LAV LAV WATER LAV /� I- " c-�I Q shall be held responsible IF he has not notlfled the content,stress graded lumber. Lumber shall have the exterior'thick APA rated,TiG,glued and Walled. J.)Provide outside reset controls and complete CLOSET CLOSET 4V - LAV WATER Architect before Initial installation. (Maximum deviation from flush,plane or plumb surfaces g Following minimum stress properties: computer controls for boiler. ' CLOSET shall be 1/5"per ft t slabs shall be level,unless 9 All I w,l shall be grade marked and meet the The Contractor shall make an corrections required by ,otherwise noted. py g K.)Provide outside err source boiler Mechanical Room i y FB =815 psi standardF American Plywood Association.(APA) (One 5q.In.per 2,000 BTU bolter capacity)with a duct the Architect.Approval of drawings or schedules shall Finishes shall be as Follows,unless otherwise noted: Fv .15 psi with a register within 12 Indies of telling and a second — SFIOW{ — — SHOWER not relieve the contractor from responsibility for E - lk00000 s( register within 12 inches of finished floor. T.O.SECOND o — — — — — — deviations from drawings and specifications,unless he Interior slabs -steel trowel smooth Finish p DIVISIOII -THERMAL AND MOISTURE PROTECTION• FLOOR o SHOWER — — — — terior slabs-broom finishperpendicular to path of L.J Provide new gas service to residents. 22" I W Sign dt Seal: has celled attention to such deviations tin writing)at Ex - All structural lumber snail comply with and be erected In CA• 2" the time of submission of bid and secured written travel. INSULATION: 2" RED A accordance with the national Forest products 3" C.O. ` Provide complete central air conditioning system I�,r �" 3" 31, 2" `CO C� approval. SVor shall it relieve him From responsibility for Formwork not au ortln wet ht of concrete may be association's National Design Specificallon for Wood throughout residence(number of zones and location of errors in shop drawings or schedules or the proper pp g g (typical), all ditfusers/grilles to be coordinated with Architect l- a I- 11 �j�j p equipment and controls. removed after 48 hours of curing at not leas than 50 f. Construction,latest edition. Insu!aticall be roll faced(t *call. '"t�� (G`c`�.R'�O /�,�(v performance of mechanicaleq p prior to Installation).All equipment shall be selected by �': ``. Footings shall be set at a minimum of 4'-O"below All lumber shall be grade marked. f-roviclAt insulation throughout the first and second Home Energy Solutions. `I �� The word "provide"shall mean to Furnish and Install all finished grade. Floor opropriate thickness: Provide complete system of supply and return materials necessary to complete the work in Provide Joist hangers for all flush framed conditions, Res all 2 Inch x 6 inch walls (Insulated)ducts to be utilized for central air accordance with accepted construction standards and DIVISION 05 -METALS: as manufactured by Simpson,Teco or equal. Install in Rm all 2 inch x 4 Inch walls conditioning. fit•,_ Z S Zr - i-14" * D accordance with manufacture's instructions. 1-�" I-kj" It is c vi I do a r manufacturer's recommendations. 3" Provic-49 bait.Insulation at ceilings at attics. Both heating and air conditioning systems shall be 3" I- I- " All items specified are to establish quality of works STEEL WORK,IN GENERAL,SHALL CONFORM TO THE Carpenter shall do all cutting an Fitting of woodwork R-38�insulation permitted IF covering 100%of I' " l-1(t" 3" , p P o pi' on, g 9 p 9 designed,Installed,and/or adjusted by contractor to l ft�" Unless n f e products of other manufacturer's equal quality design,color FOLLOWING AMERIGAN INSTITUTE OF STEEL p cetlin extending over exterior to wall late. CONSTRUCTION AM STANDARDS. required bg the plumbing,heating and electrical ga g p p provide For the distribution of heat and air I WATER l 11 DISH DISH and quality may be substituted if approved by the contractors or any other mechanics to Install their work conditioning to all spaces. LAV WATER license, - L)ASH Architect d,melting establ ished If destc n and Functional Provicontinuoua R-8 insulation at interior or I CLOSET LAV SINK SINK ASHER ASHER WATER LAV ACHINE way. If v I� 9t-d�i�r,.t e Ag chitect criteria. -code of standard practice For builders and bridges All lumber in contact with concrete/masonry shall be extericF basement wall or cavity R-13 batt.Insulation CLOSET CLOSET architect i epq rh{g chitect y The first(10)feet of all supply and return ductwork shall affix It t d and the -Specifications For the design,Fabrication,and treated in accordance with(NYScd.Sill plates to be at Into basement walls. leaving and returning the air handling units shall be erection or structural steel buildings,including the g g g7 '� 7 notation 'altered _ led b his All work shall be executed in accordance with the (2)2 inch x 6 inch ACQ.Contractor shall be responsible lined with I Inch acoustic lining.The balance of all SHOWER SCR y commentary and supplements- ro ensure that the proper means of protection are Provict-10 insulation at basement slab perimeter 36" ductwork shall be Insulated with 1-I/2 Inch 3/4 lb. T.A.FIR_ ST FLOOR + o 0IJ o Signature and the date of such alteration, - best-accepted trade practices and as per 9 — — — — — — — — manufaclurer`e recommendations. -Specs for structural Joints using A51T1 A-325 or uttitzed during the handling,cutting,drilling, of all In de 15 required for heated slabs. — Ij— — — A-d90 bolt,. g - density,lapped and tied with Fiberglass tying cord. treated material. first fl 2" and o specific description of the alteration. The Contractor Is to indicate to the Architect the Provi�-38 bait insulation between cellar-first floor, DIVISION 31 - EARTHl110RK: 1C.O. 3u C•O• 2" C:o. 2" 2" proposed dates and hours during which work shall be Provide new copper Flashing as dictated by Reid -second floor,unless otherwise noted. 2u conditions.All rooFin and related flashing shall be joist of the floor joists to a depth of I m of the -�j" 3u performed. The Contractor shall prepare and update g diet span shall be permitted except In the middle third Landscaping:all trees and scrubs which Interfere with i ��� 2u C.O. 3" copper or lead coated copper. J p Provi#ound attenuating insulation In all Interior walls. I " monthly construction schsdulest Completion date may pp of the span per IN.Y.S.C.)Figure R502.8. the construction of this project shall be removed*and not be extended without written notice. 2u C.O. Provide all necessary joist hangars,connectors,bolts, Notching, or cutting or TJI floor joists shall be new ornamental trees and shrubs planted,new lawn areas sleeves,slots,nails,screws,etc,as required to provide g 9 9 J Insulatln basement/cellar shall be mildew resistant shall be seeded after finished grading is complete. y, The Contractor shall obtain all required building complete ob. in compliance with manufacturer's instructions.See (Pape$). See Landscape Plan provided, AI"Crl.lt@Ct: permits,approvals,underwriters certificate,"C of O," p J specifications on Engineered Lumber Data Sheet. and/or completion for all work indicated for agencies Provide heavy duty Joist hangars at miccrolam Provil In thick rigid insulation at perimeter of Storm drainage:contractor will verify requirements of i I- �� having jurisdiction. roundm per(N,Y.S.C.)Section R4033 to protect local authorities For storm drainage. 311 ____ _ __ connections as manufactured by Simpson or approved Double Joist or provide ladder joists at 16 Inches O.G. water o The Contractor is co supply owner,in willing,a waiver equal.The Architect shall coordinate all connections or under all partitions running parallel to same.At wet r fing / major structural members -the Contractor shall notify locations provide space between double joists and Provide new storm water drywall as Indicated on plans, 1- 11 OF all liens for himself and all suppliers and J All insion shall have a Flame spread rating not F.A.I. WATER LAV / subcontractors,at the time of each payment request. the Architect when all members are to be Installed. R5002 solid at 48 inches O.G.per IN.YS.G.)Figure \�l/-11�� greathan 25 and,make development Index not to Provide new septic system in Front yard including CLOSET \\ � �tt// � subc 7 exce450 per ASTM E84.Exposed atilt Insulation septic tank and leaching pool per plan. j -Do not scale drawings,written dimensions supercede Provide termite shield at all foundation work per on Fie shall have a critical radiant Flux not less than scaled dimensions.•` (N.Y.S.C.)Section R324,compatible with ACQ sill.Set Provide minimum l3)2 Inch x 4 Inch er unless 2 Inch x 6 inch r posts below structural beams Meader unless otherwise 0.12 crier Sq.Gm.per(N-Y.S.CJ Section R320.4. Provide 6 foot construction Fence during all phases SHOWER termite shield on sill sealer Insulation. p _ I . noted.Block solid to Foundation or Framing below. of construction as dictated by the building department T.o.CELLAR. T > — — —— Upon completion of the work the Contractor shall have FLASHING: and as needed For a secure site.Provide hay bales J— ° L � � o — ——— — — — ——————————— _• — — — Provide all reinFord end mesh For all concrete work all areas cleaned Including but not limited to "g and silt fence in rear of property as prescribed by the vacuuming,washing and polishing. as specified in"Concrete"section and per(N-Y.S.G.) Provides all necessary temporary bracing,shoring,etc, Flashwork shall Include all flashing required far a I C.O. 2u Section R406.4b d ASTM A615,A106,A996,with until all Framing and sheathing is in place. village. / Minimum 40,000 psi compressive strength. comp installation of new roofing,trim,entrances,all � 3" �" Broom clean affected areas and cart away all debris. p p Provide Fire stopping of the type and location per indict'on drawings. Repair and/or replacement of It shall be the responsibility or the Contractor to Provide 5/8 inch round x IS Inch long anchor bolts at (N.Y.S.C,)Section R602.0 and draft-stopping per gutteind downspouts as required to create a water properly tarp all exposed portions Of the structure at The Contractor is responsible,during all phases of (N.Y.S.G.)Section R505.12. titou the end of each day until such time as the residence Is work For all construction means,methods,techniques, all foundation walls at 23 Inched O.C.-minimum 2 per // sequences,procedures and safety precautions wall and maximum 12 inches from each corner per completely water tight. s (NY.S.G.)Section R403.Ib.Provide 3 Inch square Contractor shall be responsible for any modifications FlashFor roofing shall be copper sheet:ASTM,Iboz. f/ connected therewith. washers. which may be required by the 13ullding Inspector,within (�pXcold rolled). Separate all dissimilar metals Provide Owner and Architect with drawing Illustrating I C:o. �)))) The Contractor shall Furnish and install all material and the scope of the Contract as set forth in the plans or wIlh Ininous coating. Joints to be soldered. all new and existing subsurface utility locations and ��ff / equipment as shown,and unless onstall se note,all Provide steel Framing members as indicated on plan. as outlined in the proposal,at no additional charge to dimensions.This drawings shall Include water service,egste ' equipment shall be new and of best quality. the Owner or Architect. Pov zinc coated copper flashing pans at all gas and electric services,drywalls and septic system — — Fabrication and erection of all structural steel work a+Isadore and windows with sills within 12 Indies of and all related piping. The Contractor Is responsible for the coordination of shall conform to AISC specifications for the design, Materials for millwork shall be kiln dried to a moisture rcofslow. 4Y NOTE• ALL 6AN I TARP CONDITIONS p n F structural steel for content less then 12`6. 50ILS: TO NEW SANIITAt�NE --__ ! all necessary inspections during work as well as for final fabrication and erection o Ali tows and doors shall have drip caps. building department approval and for obtaining the buildings - latest edition. i \ \ 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 LOCf-"tTIONV TO I...�� REVIEWED( (J,JD Occupancy/Completion. All steel shall conform to ASTM designation A-36 steel. tight,blodked and put together to avoid opening. such work as may be necessary to the depths as shown Countersink all nails at all trim.the Painter shall be C(V4 08-OPENINGS: on the drawings.All trenches For footings,Foundations, The 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,solid and undisturbed B1' S)4N I T,ati��' ENGINEER IN FIELD AD RA`,I�A construction work and method or construction required 3-1/2 inch round x 0318 inch wall thickness(extra to paint. Cortor shall verify dimensions and quantities to the bottoms. Fiat,*;'report any discrepancies to the Architect.All her under.By submitting a contract price,General strong)unless otherwise noted on plan,.Prime columns Provide Fire stopping at all plumbing and electrical roupening dimensions for doors and windows are Contractor is deemed to have represented that Its per(N.Y.SC-)Section R4012. Foundations have been designed based upon u ��--e+ ,///'''e.��y�•• Firm,supervisory staff and workman are expert and penetrations bath vertically and horizontally to comply tlie2onsibility of the Contractor. assumed soli bearing capacity of 2 tons per square DESIGNS,�S� the a method and expert and of All bolts shall be 3/4 inch diameter unless noted with(N.Y.S.CJ. foot.Any visible unstable conditions not brought to ! I I ' r }� /� /t LLC experienced In t type, p Cortor shall review the door swings with the owner the attention of the Architect shall be the f I I I I 7� work required,including the work necessary to produce otherwise,ASTM A-325. Provide(6)Sd nails at both ends of all 20 gauge prig placing and door orders. responsibility of the Contractor. I lkk4-�� VVVoofff Nl I ! )`='f the best possible aesthetic appearance For this metal straps. A2ARCH 16@GMAIL.COM project,consistent with the Contract Documents,and Provide top and base plates per plans. p WINDOWS: (see window schedule.) the!have offered such expertise and experience as an Fill used or encountered underneath foundations and I (51�)289^246 Inducement to the Owner to enter into an agreement with Provide 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. spacing).Install in strict compliance with manufacturer's win shall be low-E glass- Size and function as density in accordance with the modified proctor test. I on masonry/concrete. indd.Contractor to verify sizes,(rough openings) Maintain 1:50 horizontal to vertical slope For any Installation guide.Provide strand board at all box beams -double at all openings.Provide lateral wityei numbers prior to ordering windows,and to excavation adjacent to footings. The Contractor shalt arrange with the Owner for proper Joist and other framing connectors shall be storage of materials on the site so that all is done In manufactured by Simpson,Teco or approved equal. bracing ra i n 8t allllaltOion Jshall cornplyaw tin manufactuorerse on relent'discrepancies to Architect. �I st orderly and secure fashion. Winans walls are poured to grade,the contractor shall Project Title , anProvide galvanized hurricane ties at all roof eaves at requirements. Pre and Install all Insect screens,colonial grills backfill against then with clean earth. Care shall be 1355 Little andware(as per owner's request), taken to brace the work adequately to prevent All site work Including,but not limited to storm water each rafter. Store TJI materials In dry location and protect during disposal and septic system shall meet the requirements deformation or dforcollapse. pp 'y'� of all agencies having jurisdiction Including but not All steel to steel connections shall be bolted.Provide construction as recommended by tins manufacturer. A'�e within 118)inches of Floor to be tempered. //////��'��' P l�C O Tl�C B a y limited to the Nassau County Department in Health t (4)- A325 bolts(3/4 inch)at all column to beam All materials used For backFill shall be Free of debris t, n , J the Suffolk County Department of Health. corrections. All floor Joist shall be bridged at mid-span or at DOORS:(size as Indicated on plans) and organic material larger than 2 Inches in diameter, f1J/'U\ V Y / 7�7�j intervals not to exceed 8 feet. Metal,solid wood SKYLIGHTS:(as Indicated on plans) length or width ' Cutehogue r 1V 1 The Owner shall secure the services of a licensed land Provide aluminum(unless noted as copper)gutters and blocking,and(2)5/4"x 3"bridging is acceptable. sing In hazardous locations shall be tempered Water shall not be allowed to stand In excavations until 1 surveyor For the Final survey. leaders throughout residence.All leader locations shall ///��� be approved by Architect prior to installation. All wall openings,4 fee!wide or less,shall have double Irg glazing in and adjacent to all doors,and in after concrete work has set. Contractor shall remove C The Contractor shall provide temporary port-a-sap for studs at jambst spans wider than four 4 feet shall have Isis meeting all of the Following criteria: such water at his own expense. a J " duration Contractor the protect. double studs for header bears plus jamb stud. /used area of an individual pane is greater than t, Steel connections shalt be two angle standard "g (P I, GIUSEPPE ADRAGNA, HERE connections wherever possible.Connections shall be Temporary sheet piling,shoring or bracing shall be Drawing Title: �I,VISION 03 -CONCRETE: adequate to carry the reaction due to maximum Joists shall be doubled around all openings,under all Etom edge less than(IS)Inches above the Floors, provided as required to maintain excavation banks in a y T R uniformly distributed load that the beam is capable of parallel walls and partitions,and at cantilevers beyond a edge greater than(36)inches above the p CERTIFY TO THE DEPAR'.TME>F safe and stable condition. BUILDINGS OF THE TOWN OF � Conform to the Following codes and s andards.latest supporting for Its span based on the A.1.5.G.Safe Load the Foundations wall. P,� I �, /edlttons: Tables. for morn walking aurraces within(36)inane, No blasting shea be permitted. SOUTHOLD THAT TO THE BE9F MY II\ \{7/`- 1 IJC. 1 V 1 bTypical interior new,non-bearing partitions shall be 2x4 Itaily of the glazing. n/All steel shall have Factor rust inhibitive coating studs at 16"oc.with 5/8"sheetrock. Tape,spackle and Contractor shall retain a licensed civil engineer to PROFESSIONAL KNOWLEDGE. 1///IV _ -American Concrete Institute-302 recommended y finish ass specified. o and Install Interior and exterior doors as p g up DOCUMENTS CONTAINED HEF NOTES T C practice for concrete Floor and slab construction,"301 including inside all columns. p adorn ail dent n ands envision related to 1`1 O TE iJ specifications For structural concrete for buildings,s318 Did on plans in strict accordance with (substexcavandartion,d -l underground the nd utility services, 1 f building code requirements for concrete. Provide all metal straps from roof rafters down to Typical exterior wails:new construction shall be 2x6 at bturer's specifications. (substandard-less than 2-ton/sq.Ft.)soils encountered, CONFORM TO THE LATEST 2� /� foundation per details as manufactured by Simpson or I6"cc, roads,and site structures not usually considered INTERNATIONAL CONSEIR'VAT Q l -Concrete Reinforcing Steel Institute Manual of approved equal.All 20 gage strips shall have six(6) sitar doors shall have weather stripping as part architectural to nature. Standard Practice. Sd nails each side.Straps at base of first floor walls Provide lintels or headers at all openings,whether or r assemblies. CODE AND 2020 N.1'.S which wrap 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 ENi=RCZY Project ;�: Stole: -American Society of Testing Materials CA5TM), double hot dipped galvanized and Installed with conditions shall be as follows: n all hardware protective coverings until final with two coats of asphaltic,self-priming plastic cement, 11 stemless steel or hot dipped galvanized nails.Provide :ante trowel or spray applied to walls If water table Ile CONSERVATION CODE GOMRCE. load-ut-a-ze.3 Standards o noted. As Noted all straps per plans and as required by the building IF d'-0"or less — 3-1/2"x 9-1/2"LvL determined to be minimum 2 feet below basement slab -B.O.C.A.Code,and all other[oral codes and department.All exterior columns with wood posts shall If&'-O"or less 3-i/2"x II-1/8"or Ire shall be accurately located,securely elevation.Bentonite or 60 ml liquid waterproof Date: Sheet f/ have galvanized raised post bases and post caps or 5-I/4"x 9-1/2"LvL led and operate smoothly. membrane as mfr. By Anti-Hydro or equal shall be used NOTE October 03, 2024 1 of x authorities. IF V-O"or less ______ 5-I/4"x 11-1/8"LvL galvanized tie downs as required.All main roof IF water table Is higher. Contractor shall verify water Provide continuous poured concrete footing(see plan members including hips and valleys shall have tie downs table in the field. PROGRAMMABLE THERi-1O5T For size)with Minimum(3?"5 bars and continuous I-I/2 at plate and ride. IF a header Is not Indicated at a bearing condition, inch x 3-IR Inch keyway.Footings shall comply with Inform the Architect before proceeding. Provide continuous damp proofing on all foundation CONTROLS WILL BE USED FC✓AG sheet: (N.Y.S.3-Section R4ay. Provide zinc coated copper flashing pans at all walls with approved rigid insulation cover per(N.Y.S.C.) EQUIPMENT- erovid doors and at windows within 12 Inches of lower All walla(exterior)shall be braced against lateral Section R406.1.System to extend to bottom of �¶u roof lines. loads by structural sheathing,16 ea.Steel strapping,or footings including 45 degree cant.Backrlll shall be — O O 1 O o let In Ix4 corner bracing. clean bankrun or approved equal not until walls are properly braced per(N.YS.C.)Section R404.1.1. at O II 2 1 113 IS"OAK I I PIPE N ,' -- PIPE V�4C,4NT � M N. 1\ , , I 0.4 w , ,� l O'w li"IPROVED LOT - PU 3L IG UJ�4TER -� �.\ LOT 437,�� I FROVED LOT - PUBLIC WATER I PIPE MON, c� \ 20"OAK I \, I� PIPE I `\ IS"oAK MOH. 20 OAKin a� ---_SILT_PENCE LIMIT _OF DISTURBANCE_ / `* , �_ '� ■ 5 OF 16,fl0o SQTT,7----------- ----------- I -------- \ 34 I ■ � � I J I I ! /- - - - - - - - - - - - -��- - / �\ 32 � \------- --- - 1 10. - '� - - - - - - -r- n ONCxRADE` .33� - - - - - - ` - - - - Yu \\ o C84SFJ - - - - - \ 0 \ \ , 222.4' / / DEEP 0 3 - Q----- rn - --\-- DRYWELL '°' 2I.a' OL --©O _ J --y-------- 18.0' EQU P 1= I r� \� 3 \ ■ ., -18,4 6 `ROPaD' ---------r3 45�-- �- - -_-32 - 0 I o � r , I 1 ► , / �-----=� 2-STD Y DUJ L IN R41SEi a ,� 325^-___ I o r I , J / �/ �/ /�-\/ - P,4T I O/ I / (648 SQ.FTJ - i� I I +- N .� 4- 1 / I 65 S.F.) - - _ E LARD 23. >a' Iu ���, �\ LQ a� a a� r 1 I I ( (2� 6 Q I-4 I I !� \ _ v a, /1 \ 1 I I Cnj ,1 LEACHING POOL �' A. 33.,' \ _ __ /�J I I \` ■ _ r. M a, q // f w1 ----- ' FRONT PORCH --- i� I I-. \ ■ (� \ co m a iy / =' \ I I `�- /� �cl ;"-- _TT J/ I (202 SQ,1=TJ 22"oAK I� I fry R. C� i 1 ♦ v I IN I �\ A �- / 1111111 ' i ( 1/�^� I (TO BE REMOVED) 20"OAK �\ a \ M o v 1� \�\ 10 : . P�4T I O 18"oAK I `� \■ o � ,_ _ I I' �� FUJI GEN10�/ ll - ' ' I � � \ 1 I \ / p I I/A TANK // J I I 11 I � -TT -T `LI / - ' ` 0 s I lT0 BE REM0 I�) �` ---- o -------- N GRAIDE I 16.9' ..1. CxRAVEL !10'0x10' i' \ ■ \ -1 I 1 ♦♦ / { \ �\\ \ - - 26 -----__ _f/�'� //� // \\ �... '� pRIvEWAY... ,4C� --- �DR1EEP �' 1 I I �\ � W03 I (262�I. SQFT.) C594FT 1 K ♦� \ - - en 22.7 \ /i ) __ - - \-f, 'ham PIPE U-- ------------- ` // �- W�\\ I / ' I' �' �� � �`� -- - 18"OAK // I DEEP r ■ N / I r o / \ .. 'DRYWELL - ■ / ♦ \ �`__ /\J / I ♦ _ _ I / / 1 \ L �j CSC \ /' / ( ' ' w i :e ' I I // �� ■ ® . .� N gt saw ul ` 20"OAK ® ' `\ \\ _ �� ■ ■ ■ wwo •I-I ® . \ �\\ ■ " t ;\\ r / EDGE OF LO -'-' U IV- L " 5 Oa low llmam* PAVEMENT■ ■ \ \ tit ■ ® 0 OAK c ; . I / Y) MOH. � b i r � N 0 `601 1-1 Q z \ \ 2 % I '" NEW UTILITY � ROPOSED 5ign45eal: POLE ; WA ER M E1� ED -1 It 15 viola pens ,unl 5 acting LOT - ����� �� uncle he c ar alter OX � LO G to ate II•`��� %'0 an Ite i Y.If eann I of an • arc I d, ng ,hall affix to by Item t ati followed by his signa no u Iteration,and a Specific de sc I n. Architect: Pre-existing Grade Calculations A RC� ( �_ C T I�RA>� 5 1 T �I ,\N 31.00 + 33.00 _2 = 32.00 x 78.00 = 2496.00 1= - 33.00 + 29.00 _2 = 31.00 x 37.40 = 1159.40 SCALE : 1" = 15'-sa"29.00 + 28.00 +2 = 28.50 x 10.00 = 285. �1 28.00 + 28.00 =,! = 28.00 x 16.90 = 473.20 �- 28.00 + 29.50 _;>_ = 28.75 x 10.00 = 287.50 - MASONRY PATIO (8" ABOVE GRADE, 6" MIN) 29.50 + 26.50 -2 = 28.00 x 55.10 = 1542.80 l - 2" SETTING BED DIVERSION RIDGE REQUIRED EXTRA STRENGTH FILTER FABRIC 26.50 + 31.00 _:! = 28.75 x 39.40 = 1132.75 5 - - 4" POURED CONCRETE SLAB (3,500 PSI) WHERE GRADE EXCEEDS 2% 2 x OR GREATER NEEDED WITHOUT WIRE MESH SUPPORT IN 246.80 7376.65 REINFORCED W/ 6x6 Imam W.W.M. �'- 1% SLOPE AWAY FROM POOL COPING ROADWAY / T STEEL OR \// �\ � . //�/ /ii//�1 WOOD POST 7376.65 _ 246.80 = 29.89 Pre-existing Grade � 36 MONOLITHIC . . FOUNDATION CITRIC PG 13,500 PSI) TRENCH � ATTACH FILTER FABRIC - LOW GRADE OR TO VIRGIN SOIL FILTER FABRIC SECURELY TO UPSTREAM _ SIDE OF POST "�+ ,�., <• .. .'.e e e Q a,..da:e dd n SECTION A-A ZONING INFORI`-1ATION ZONE- R-4O ° - POOL COPING Flow NOTE: " ° STRAW BALES, SANDBAGS, SPILLWAY USE SANDBAGS, STRAW BALES „• ' -- AD RA lei �I. C A DESCRIPTION MAX/MIN PERMITTED PROPOSED 8 �e I d - Pool WALL OR OTHER APPROVED METHODS � ° :'�`'.': FW EVENT OHUEIIGHTERM TO CHANNELIZE RUNOFF TO n a. ( ( I I I d _ REFER R PLAN FOR BASIN AS REQUIRED. DESIGNS, S I G]r\ 1 LOT AREA COMPACTED SOIL BASE OPEN OR SOLID COVER \ 10 MAXIMUM SPACING WITH f ��+1 S, LLC 40,000 5cl.ft. 51,860E sclft. ' .. ,. ' d SUPPLY WATER TO WASH / •` WARE SUPPORT LOT WIDTH 151a.0ft.MIN. t 1(I�' I I I I I I RAD�BY�CONBRICKEDRA R iN WHEELS IF NECESSARY /' �/ FENCE _ a FIELD ALLOW 4-MIN. 12T M REINFORCED CONCRETE \ .\ \ \ 6 MAXIMUM SPACING WITHOUT A2ARCH 1 6@GMAIL.COM d OVER S e - T Flc I I' (516)289-2461 �.d e e ° FGR AdJUSTME .I. FRAME & GRATE Qp (H_'/D RAT MARE SUPPORT FENCE LOT DEPTH 11?3,0ft. MIN. ± 310' @ d•. ; I RIM 8 THICK/{5 AT E.W. 3 TOP OF RING ELEV. 2. M SEE PLAN FOR FRAME AND COVER TYPE STEEL OR WOOD POST FRONT YARD 50.0 50.0' c{l _ HOPE INLET PIPE I I 36' HIGH MAX. `' <' <, (FOR SIZE AND INVERT �...:��,�, FRONT YARD 50,0' Z22.4' I I I I SEE PLAN) __ 4` TOP ELEV. ti FLOW FLOW Project Tale: ° e d ' RECAST CONC. r� I- I d I�, - --- R�N 4° o ° o ° . FLOW 1355 Little REAR YARD 50.0 132.8' ' n .°° PONDING HEIGHT PONDING HEIGHT Peconic Ba a GEOTEXTILE A 1 A 3/4- MIN. DRAIN ROCK y SIDE YARD 150' 11.4' •d< . d aa' I !I-i I- I I-III d ° f ®®®®® - ---- w • • COURSE AGGREGATE I _ ---- b°� ,2' MIN. 9- MAX Cutcho ue, NY -I i I-III- I _ -III=III=III=I I d ®®®®® _ 1 MIN. 6 THICK ° FLOW a- g FLOOR AREA MAX. 5 cf93.04 SQFT. 5,926.13 SQFT. =i I-III I1=1 ®®®®® - - I ° .° ° ° STORAGE HT. BUILDING HT. 2/; STORIES -- 35ft 33 -lI/s -III-III\III-I I = -8" II -III-III-I I d --- � �` y/ '`/�/T� Drawl Title: f2-MIN. 12- MIN. "9 __7 _ I-I I •-0- � �w DIVERSION RIDGE � LOT COVERAGE 209. 11,512.16 sciTt. 5,195 SOFT. 8.98 % ' m®®��e - --- d m®®2n® _ -__ of 50' MIN. 'x6- TRENCH SITE PLAN =1 \_= I I _=1 I \III=1 11= I I _\ I I=III m®®®® - --- ' IFIOTTOMPLAN WITH COMPACTED f� SWIMMING POOL MAX. CsROSS FLOOR AREA LOT 2: OF BITH nLLCO 5,100 SQFT, PLUS 5% OF LOT AREA IN EXCESS OF 40,000 I-I I -III- I - I I-I I-III _-III _-III- I d AS NO N''.: 1" '�' NOTES: TRENCH DETAIL INSTALATION WITHOUT TREN .Hwc; 51860-a SF. - 40,000 = 11,Ski0$ SF. _ _ e ° d °d ,. o MINIMUM TO 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT -III-III-III I I-III- I -III- -III-I I d ;•, TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY NOTES- 11,860,8 SF. X 5% = 893,04 S.F. ° d `) 6.INT0 ACCEPTABLE ' `. : `.' { GROUND WATER REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE 5,,00 + 89304 5,99304 SQFT. _I-III-I I-IIIi I I-III-I I -I i ii I i-I I -_-III-III- TO WRAP SEDIMENT. ect_ LEACHING MATERIAL +.-;:''` ? BACKFlLL UNDER AND AROUND DRYWELL PONDING EFFICIENCY. Prod �. 5�� _ F;, , WITH GRANULAR MATERIAL CONTAINING 2, WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE 1000-111-11-26.3 As Noted -I I -I I I- I I I -I I I I I-_ I I I I-_ I I -_I I I-_ I I I II /LESS THAN 15x FINE SAND, SILT ec PUBLIC RIGHT-OF-WAY. SEDIMENT WHEN NECESSARY. 9' MAXIMUM RECOMMENDED STORAGE LOT COVERAGE/ BUILDING AgEA I CLAY. (SILT k CLAY FRACTION NOT TO 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED HEIGHT. RESIDENCE 2186 EXCEED 5%) WITHSEDI CRUSHED TONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL Date: SheetN: FRONT PORCH 202 t ®� r VIRGIN STRATA `: ENT BASIN. NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY December 12, 2024 x of x GARAGE 594 I I STABILIZED. RAISED PATIO 965 _-_ - __-,.. ._ _ DRYWELL TEMPORARY GRAVEL CONSTRUCTION 5heet: POOL 648 SCALE: 3/4" = 1'-m" SCALE: NTS ENTRANCE/EXIT DETAIL SILT FENCE DETAIL 5,195 SOFT. SCALE NTS SCALE: NTS IS P 10 0 . 0 0 _ o I I I le"OAK ��� VACANT 9MPROVED LOT - PUBLIC WATER TEST PIT 1 GIUSEPPE ADRAGNA RA. OBSERVED BY: PIPE N 2 1 3 PIPE IMPROVED LOT - PUBLIC WATER - % \\\ LOT _�� TEST PIT 2 GIUSEPPE ADRAGNA,R.A. I ' I 0.4'LU I ' 10'lU LIC. 040151 LIC.•040151 M N. 1 I I I ^ I ' • PIPE MOH. DICE DATE: JULY 30, 2024 DIG DATE: JULY 30,2024 r r �� y r r r r r r rrr� r r r r r�� r lr r r am/)r r - r r rrrrl r r - r r - r r '■{_ r r e r r �Q r � r r r�r r r �r r r � r r �1� r r � r r �� r r r �r � r C� r r �■� � r r r � r r � r �.�, r r e r r 1 1 1 I 20"OAK I �� 18"OAK MON. TIME: 12:00 pm. TIME: 12:30 pm. 1 1 ! 1 \\ 1B WEATHER: 8'T' MOSTLY SUNNY WEATHER: &7 MOSTLY SUNNY �� `���� START GROUND ELEV.: 31.0' START GROUND ELEV.: 28.0' , PIPE ( i i � I 1 / la"OAK . 20"OAK ♦ 1 1 I I I I ® � ® ® ® ® I DEPTH OF PIT: 19.0' `� / ram® �� DEPTH OF PIT: 200' • 1 1 , 1 I �� ��� �2 GROUND WATER: NOT ENCOUNTERED GROUND WATER: NOT ENCOUNTERED / - - - - - 1- - - - - - - - - - - - ��- - - - - - - - - - {- - - - - - - - -�' - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - - i MATERIAL CLASS OF MATERIAL CLASS OF - - - - - ,-� _ . DEPTH (FT.) ,� , _______---_-_-_--�` DESCRIPTION MATERIAL s 1 / -1-, DEPTH (FT.) a� 1 1 1 1 ' 34 I DESCRIPTION MATERIAL ♦ 1 � 1 1� I I f 222.4' / � ---_-_ DDRYWELL ,,,, ,u(IVv I ��' � ` _ � `31 TOP SOIL II-65 TOP SOIL 11W- ' ' ' 6 SILTY SAND SM S-65 SILTY SAND >2- 18X3�o I I COARSE SAND GW COARSE SAND GW r°' -01 <GRAVEL 6-65 � • 11 1 \ I 1 ' ' 2-S O��Y D�L I - / COOL I I . <GRAVEL 6-65 6, • `JFFEL�g 33.00' P 5 51O o00kO - ---------------�-- -1 I _.. E LA R a 23 0' 20:iF. IT-I I I \\ m C' ♦ i ji\ I \ I I j ` _ I I ■ MEDIUM/FINE SW MEDIUM/FINE T 65 > O ♦ I I 1®'1 x I6'DEEP - -' n�POOL � �-' ■ m •«. FRONT PORCH - - C141 SOPT.) - -- -------- �\ I \ U\\ SAND 1-65 a) t3 1 - �-•-r (202 SQFT.) 22"OAK -�- --1 �1 OAK _ Q 1 5.0' s. BE 1 .0'-2 -�20 I \\ I (� n' I N P. � � '0 I ♦ <-=_ \ ! I �' ,' �-___/ FUJI CENImJ / 11 1 = �' 18"OAK 1 \i p Uj I N I/A TANK ,/ l _ ; I BILE Z WAY c� (TO BE REMO D) �� ',,{`�g •l0. I - I (253 Q.FTJ I I \ \ END OF PIT m 2 .V �\ r __ _ \ \ MM� Q I END OFPITA !9 rn p P. Y� ♦ I _ I 1 \ �\ \ �� / tu' . '1 ��.,_ _ _ - - r^� --- - --- I i \ \\ i NOTE: c13 •� G C4.p I`` ♦ / E_' i \ ` \ \ `�� '/� ���'� / i __ 1/ 1• 1328 \ \ TTi U � PER UNITED STATES DEPARTMENT OF o R• �• ( � I _' N _ l _ - I .. . G`' \ `'10'OxlO' \ .' z, ■ 1 � I THE INTERIOR GEOLOGICAL SURVEY .LJTE O _ R4VEL \� D P 1 I I \ \ I WATER-SUPPLY PAPER 1619-GG PRINT 3 \co co 1 \ \ \ -_ / DRIVEWAY... ::: A D LL I \ \ 1 HIGHEST GROUND WATER TO BE AT EL.60(2621 »; o 0 (513 �� 3 - - - I c>' ■ 11 18 aK I MAJOR DMSIONS •"u- TYPICAL NAMES E �-, c\t CO Z - - - 2 1 i 3 4 \ \ ',�iY 13'�.�ls• r.?$ '`C SQ VW WELL-GRADED GRAVELS.GRAVEL-SAND MiXTURE8, `\ ♦ / 1 S'Z11'I- - - �i r"_', -26 PIPE] / I U 1 NCS * ;s, LITTLE ORNOFINES. 18"OAK/ I QZ ------ - \ ------ �� �- - _ _ `\ ram{ GP POORLY GRADED GRAVELS OR GRAVELSANDIMIXTUFtE3, } 5 �\ ♦�\- \��` \ _ �� - - - - 1DEEP - I ■ N � LITTLE OR NO FINES \\\ `.\\ \ ® I - - - - - / I / ■ ; I df 1211 0 W W p m O M slLTr oR/1VELS.C�RAVEI SMIDSILT MDCTUREB. � \\ � \\ ���'_----\=\ \�•�. � /' � .- -- -- `- - 0 / i - �i _ �lf � // / � . S` CLAYEY -SA GC L$.GRAVEL ND•CLAY MIXTtMS. _ �` �- - /- /- - - _1_- 'I /J ■// LSW WELL-GRADED SANDS.GRAVELLY SANDS,UiT'LEORI* (1d 18"O `_-�� \\\ ,ri y 1 ; ; j< / // I r r�� --7•6 11 N � W Mp�� � 1i11 FIN7=s. / _ __..� � \v / % I p( I ` // �' _� r r �+..0 __ 1�S r r; ` v t� d,1 i= I a` (,+P POORLY GRADED SANDS OR GRAVELLY SANDS.LITTLE OR r . - TILL W / • ri '� a 6 to NO FINES OL - r ram•' 'n r i/"•' r '�'�� " �i HIM A Sim$ANDS.SANDBILT MIXTURES �j� Gda ♦ ` \\ / \\\ �`\ r . r �• '' 1 O�y � ' I! llJ 20"OAK \ t \\ \ '7A 1.i �� r w • '// 5 ,0 i'// " 18 . / yOff. ` • \ _ \ \ `- •, �r r r Irn SC CLAYEY SANOs,SAND-CLAY MIXTURES. LCS 1 • \\ \\\ �a r r It\• " j / '� EDCzE OF PAVEMENT ` O � V �i `��� ~� r r�. \ •\ . �� O'OAK 1� 1 ` I I i / j [n Vl �A1 INORGANICsaTs AND VERY Fi�ES&WJ .R=ROURShLnOR U �i 1 O ,�I1 L CLAYEY FINE SANDS OR CLAYEY SILTS WiTH SLIGINT M AS71CRY •""` •�,� �/C - 0 � \\\ r r r�.y\. . ■...r r r MOH. O C/ INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY GRAVELLY CLAYS, � N SANDY CLAYS slLn CLAYS.LEAN CLAYS Oco U \ f- -� �; \ \ NEW UTILITY ROPOSED / \ • 'T. I = W ORGANIC si-TS AND ORGANIC SILTY CLAYS OF'LOW U N \\ POLE WA ER M Ef4 � � N J OL I~ \ N J C� PLASTICITY. N 'Q) \\ ti O V) • � INORGANIC SILTS,MICACEOUS OR DI91'OMACE�fJUS FINE � U MH a� F< � SANDY OR SILTY SOILS,ELASTIC SILTS. Q D LO�-g - PUBLIC WATER G� �� o � C�,.� INORGANIC CLAYS OF HIGH PLASTICITY.FAT CLAYS � � p) � !, IMPROVE ? 4- Z o 1 5 O L! ORGANIC CLAYs of MEDIUM To HIGH PLASTICIRY, .} 1 T7 ORGANIC SILTS. • --i !=I V) o I DRAINAGE D E 5 i CAN 10'DIA•68.42 GF/I'SECTION 3"=s5' LO U a+ � COEFFICIENTS: ROOF: UD IMPERVIOUS. LO G124V£L:0D U A C� 1 T C T U A L 5 1 T FLAN DR41NACsE ROOF GRAVEL DR TERRAGI=S POOL < DR41NArsE DRl WELL EFFECTIVE DRAINAGE LO Q) Q) REFER TO PLAN FOR SYSTEM AREA lafJ AREA la.0 AREA le.fJ RRACE(s.f REQ'D lc.fJ NUMBER DEPTH(ft) PROVIDED � U N FINISH GRADE OPEN OR SOLID COVER A 1616 2,(D2�1/2,101b 202 0 11 A-i 16 1,0"34.-1 111 SCALE : 1" = 20'-0" FRAME AND CRATE BRICKED TO GRADE BY•CONTRAC[OR IN REINFORCED CONCRETE CONCRETE �� FIELD (ALLOW 4 MIN. 12 MAID COVER SUB - TRAFFIC B (p25 Q) 11t9 I161 640253_I 10 6842 C.f. BRICK UP OVER BELOW 1' MIN FOR AiSJUSTME I. FRAME & GRATE TQP (H-2o RATED] 4" DIA. PIPE MIN. AS REEL D GRADEMAX2 8 THICK/ 5 AT 6" RING ELEV RIM SEE PLAN FOR FRAME AND COVER TYPE E.W.E.W C 1162 0 0 0 2905 G-1 S X 3 �.9 c.f. Sign & seol:pS_o 2' M I EL ,L> .� ----- \ TIGHT JOINTS TOP LE 1' MIN. HOPE INLET PIPE MAX. - MIN. SLOPE 1/8' FT. (FOR SIZE AND INVERT111 � V. TOP ELEV 8 DEEP �',r En, --------------- - -- ---- -� [--------------- CONCRETE3 MIN SEE PLAN) _�OUT i �Ik4• I RECAST CONIC. TOTAL 3,463 2,62V4,101b 917 1,161 1,925b TOTAL 2,11168 _ / \ / \ IN X INV _ -__ STORM DRAIN nr, �111FOR DI TRIBUTION POOL I -- ` __-3'-0" GEOTEXnLE ® NOTES:N. MIN. 1. ALL DRAINAGE STRUCTURES SHALL BE PRECAST WITH PRECAST OPENINGS FOR DRAINAGE PIPES , AND SHALL CONFORM TO NASSAU325+ / +32.C� in ®�L�®®® •-__ w O COUNTY AND/OR VILLAGE STANDARDS. :A,�' 4 N I 2 ALL STORM DRAINAGE PIPING TO BE 6" HIGH DENSITY POLYETHYLENE PIPE HDPE ® 1.OY MINIMUM SLOPE AND 5X MA�(IMUM SLOPE I I ( )Ir It is a`; i�t r for arty* ens , 214' 214' w ®®®®® - _ _ UNLESS OTHERWISE NOTED. ALL ROOF DRAIN PIPING TO BE 6-0 CORRUGATED POLYETHYLENE PIPE (CPP) O 1.0% MINIMUM SLOPE. unless 'a tixll� ntl on th _ - I 6=1ol0000000 0 - _ _ I o 3. 12" ADS BASIN - GRATE COVER FOR ALL DRAIN BASINS SHALL BE 12" ADS NYLOPLAST DUCTILE IRON GRATE WITH CAST IRON FRAME, licensed`' rarl i a n i 1 -� c� C3173 oo ' ®®®®®® - AND LOCKING DEVICE (OR APPROVED EQUAL) CAPABLE OF H-20 LOADING. way. If a t y m 1. - - - - - - - - _ I lg0' I -6z �OC�II�OOOOOOC �' - __-_+ architect is r eltErin r" Itect 1 a= F W 4. CONCRETE STORM DRAINAGE UNITS TO BE PROVIDED BY LONG ISLAND PRECAST (631) 286 - 0240, OR APPROVED EQUAL 0�� ot=loo®0000 _0• ®®18®® o,� shall affix tip it�m�flyal9� the I \ I =1 0 <Z o of o000 00o L' 1YP - -__ 5. ALL INLETS AND GRATES SUBJECT TO VEHICULAR LOADS ARE TO MEET H-20 LOAD RATING REQUIREMENTS. o ol000c o0o w - -__-I w w notation "alterr y his GROUND WATER ) �DI�DOOO�� ®®®®® signature and the date of such alteration, ( �� i\ I :< v �� and a specific description of the alteration. BURIED ____ 4"---I 3T-O-MIN. ®®®1�® _-- �ROPANEtj - S \- _ ' 10'0--►�� TO GROUND BOTTOM OF 112 PRESSURE TREATED ® ®� \\ I BACKFlLL UNDER AND AROUND DRYWEL t WATER I R'" ELEV. MOUNTING BOARDS CUT POST AT AN ANGLE I AS NOTED ON N` „" ;- i WITH GRANULAR MATERIAL CONTAINING ; 6' PENETRATION INTO ACCEPTABLE ----- I i I NIMUM TO 70 ALLOW WATER TO \ �� LESS THEN 15% FINE SAND, SILT & CLAY. LEACHING MATERIAL RUN OFF ' 2 s ® D SUE L L I NCB (SILT & CLAY FRACTION NOT TO I SEE SOIL BORING FOR DEPTH TO 6' MIN. PENETRATION •. �'' GROUND WATER FUJI CLEAN NEMA 4X t 77���FFF EXCEED 57) ACCEPiTABLE LEACHING MATERIAL INTO ACCEPTABLETR PANEL Architect: U.)TS GON I ROL \\ O \ I j \, LEACHING MATERIAL BACKFlLL UNDER AND AROUND DRYWELL PANEL . .. 33•��I `� �' ORENCO NEMA 4X BLOWER UNIT--,, �/ r RING DEPTH MAY BE GREATER �/ LESS THAN 15x FINE SAND, SILT & ELEC SERVICE / J 1 �j a WITH GRANULAR MATERIAL CONTAINING ,� l / \' THAN EFFECTIVE DEPTH �. rx CONTROL PANEL `� ' I \� CLAY. (SILT & CLAY FRACTION NOT TO TO AIR PUMP - N 1 CELLAR 'a 23,00 I C sERVtcE --- - - - , _00, �' ' o TO PUMP BASIN AIR PRESSURE l9 in i ,''�\ I VIRGIN STRATA':' ALARM TUBE 10'4, x 16 1 \(2611 ,_ _ - LEACHING POOL DRYWELL CONTROL 'WIRING TO DEEP 1 / NOT TO SCALE SCALE: NTS z TREATMENT TANK LEACHING SCUMBAFFL POOL `�`" F'VG PIPEI � I I tt CHAMBER Volume(gal) � PRESSURE TREATED � "' /FT. MIN.' ' 2' Sedimentation Chamber 558 WEATHER RESISTANT M 4X4 POSTS MIN,,I E 1 FRONT P0FDGP _ _ __ - - Anaerobic Filtration Chamber 556 ENCLOSURE SUPPLIED QUICK DIISCONNECT 1 I Aerobic Contact Filtration Chamber 248 BY MANUFACTURER d I (2 O2 50FTJ I 22"OAfG MIDWEST P065P Clarification Chamber 125 � C) (TO BE R © ECIRCULATION Disinfection Chamber 11 MAC BOIL AIR00 O / EPTIIG 1 AIR SINFEC MN Total Volume 1,498 BLOWER I I UMP ISINFECTION - ' ' 1 CYLINDER(OPTIONAL) PNEUMATIC HOSE GLEAN OU1T 1 + I I --------- -- /// ' i 4" THICK PRECAST ELEC SUPPLY 1=UJ1 C: Ni(m I ! d I �� � @ 4•INLETPI •ouTLErPIPE SPECIFICATIONS TO DOSING PUMP I/A T EN -- ' ' = I CONTROL LINES TO Anaerobic Media PP/PE CONCRETE PAD FROM DWELLING 00' / / C 2 5 3 5 F T.� I A Board Type Aerobic Media PVC/PP!PE TREATMENT TANK ss• Aerobic Media PP/PE Tank F5.3 RP CONTROL PANEL 3 ADRAGNA FFLUENT Tank FRP I - , AIR LIFT PUMP PipingPVC/PP/PE NTS -1 -1 DESIGNS, I~L,C \ -- 1.----=�-- st Iron -Access Covers _•-- I \ \� ► I / I I Cj -.- I 10.0 INLET BAFFLE- ® Disinfectant(Optional) Chlorine Tablets A2ARCH 1 6C GMAiL.COM \ 2`! ® NOTES 13. THE TRANSPORT PIPE SHALL HAVE A CONTINUOUS' SLOPE TO J/ UTURE ' . I (5i6)289-2461 10'4' Q . I 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ALLOW THE PIPE TO DRAIN IN BETWEEN PUMP CYCLES, 'PANSION UI GfRAVE�L r i ARRIVING ON SITE USING A METHOD APPROVED BY THE 14. PROVIDE A RESIDUAL HEAD OF 5' AT THE END OF EACHOOL C)jR i Y�1.U,4 i A A I MANUFACTURER. LATERAL. CONTRACTOR SHALL DO A SQUIRT TEST TO DOCUMENT +� OW BAFFLE J MR INTAKE 2. THE ENGINEERING OF RECORD A SUIT"COUNTY THIS REQUIREMENT IS MET. Project Title / I I I CLEANING OPENING) k �'��f}I i RECIRCULATION PI ( B REPRESENTATIVE AND A FUJICLEAN REPRESENTATIVE STALL 15. EVERY FIFTH ORIFICE TO BE INSTALLED 1N THE O'CLOCK 1 355 Little 1G/ FLOW OPENING(TYP. OBSERVE THE SEPTIC SYSTEM PRIOR TO BACKFILLING. POSITION TO ALLOW THE LATERAL TO DRAIN IN BIETWEEN (2(o2.7. SQ. TJ. - 1 i . I 3. A FUJI CLEAN REPRESENTATIVE WILL BE PRESENT DURING CYCLES.PLACE AN ORIFICE SHIELD UNDER THE PUPE AT THE (5 .J 4 SOFT.) + 3 a•ACCESS COVER SYSTEM START UP. LOCATION OF THE DRAIN HOLES TO PREVENT SCOIURING. P e C O n 1 C B a y i I I 20•ACCESS COVE 20•ACCESS COWS 2r ACCESS COVE ISINFECTiON 4. THE OWTS INSTALLER SHALL HOLD APPROPRIATE I/A OWTS 16. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF THE /� 7 CYLINDER(OPTIONAL) lrL1�C11O 11e, NY . ) ) ) OW OPENING ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH TREATMENT TANK. THE TREATMENT TANK SHALL WENT THROUGH g AND SHALL BE AN AUTHORIZED INSTALLER. THE SEWER PIPE NO ADDITIONAL VENTING IS REQUIRED. 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT 17. MAINTAIN A MINIMUM COVER OF 4.5 OVER THE PROPOSED WATER ram• t,�• OARDTYPE SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. SUPPLY LINE Drawing \ 1 I 22 9 ' CONTACT MEDIA 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD SURVEY AS 18. ALL COMMUNICATIONS & ELECTRIC LINES TO THE CONTROL Title: \ \ i REQUIRED BY SCDIi PANEL AND TO THE OWTS SHALL BE INSTALLED ITN PVC PIPES. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN DIRECT BURY SHALL NOT BE ALLOWED. SITE P LA N THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL 19. THE ORENCO EQUIPMENT SHALL BE INSTALLED ACICORDING TO BE PROVIDED TO SCDH.THE SERVICE CONTRACT SHALL BE FOR THE INSTALLATION INSTRUCTIONS PROVIDED BY ORRENCO AT THE S CWWM A MINIMUM OF 3-YEARS AND SHALL COVER INSPECTION AND TIME OF DELIVERY. NON-CONFORMANCE WITH THE ]INSTRUCTIONS --RECIRCULATION MAINTENANCE OF THE DOSING PUMP AND DRAINFIELD. WILL VOID THE ORENCO WARRANTIES. 8. A GARBAGE GRINDER SHALL N07 BE INSTALLED UPSTREAM OF 20. SPLICING IS NOT ALLOWED BETWEEN THE PUMP BASIN SPLICE AIR IIFT PUMP A- = 6•s" THE OWTS. BOX AND THE ORENCO CONTROL PANEL. ------------- INVERT ELEVATION PRIOR TO 2t SPUCES MUST BE PEWORWD WITH THE WATERPROOF WIRE Project g: Scale: CONTRACTOR SHALL CONFIRM CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF NUTS OR THE WATERTIGHT CLICKTIGHT CONNECTION SUPPLIED 1000-111-11-26.3 As Noted J I \ a-t1 a-ttRECORD OF ANY © ® 10. PROVIDE DEDICATED CBREAKERSSIN THE MAIN DWELLING WARRANTIES FOR THE PUMPO. USE OF OTHER WIRE NUTSAND FLOAT WILL NCO Date: Sheet f: i EROBIC MEDIA © ® ® ELECTRICAL PANEL FOR THE OWTS AND PUMP BASIN. 22. DISCHARGE PUMP FLOAT SWITCH DiAGRAM DRAWN FOR ��� I \ � 11. 20" R[ ATE, AND COVERS SHALL BE ILLUSTRATION PURPOSES ONLY.WIRING SHALL BE PERFORMED IN i October o3, 2oz4 x of x _ ...". =-" .._.- - ERATIONASSEMBLY - AND ALL RISER PAN,SAFETY GRATE, _ _ ,.__ TUF TITE RISER 20-R1SP-GREEN,COVER 20-RISL FLAT,A ACCORDANCE WITH THE WIRING DIAGRAM SUPPLIEI'D AT DELIVERY. Sheet: ORENCO 20" RG20 SAFETY GRATE 12. ALL 24" RISERS,SAFETY PANS,AND COVERS SHALL BE _ 10 � . o - A 1 i�l A4 (e A1�1 I TA °� >� i T �l� ANTUF-TITS RISER 24-MSP-GREEN,COVER 24-RISL FLAT,AND 24" ORENCO RG24 SAFETY GRATE SCALE 1" = i0'-0" SECTION A-A VIEW SECTION B-B VIEW If ----------- — ------------ � II i II I ---------- II I v II - --T -T--�--r- � II I ----- • • • . ° O I I I i i II ° ° a • . > I I I I I II .4 • �t DRAIN •. I I I I I II � � � 1-------------- o _ Q ° ----- n41 • . 1 ---------- ao I—— n I o \'s4e 0 00 co 2" a rn a ;'V 005 �SD . rn o o >d L a w aD STORAGE I I rx a REG ROOM 00-I I I 0 I I \ � p � d• O O .- 006 I I � \\\ PROVIDE 2" (R-14) CONTINUOUS FOAM I I p CO O o '- I 1 m �, INSULATION EXTERIOR WALL \ I z° cat c� INSULATE ALL PLUMBING SUPPLY LINES _ ANY SPRAY FOAM INSULATION USEID IN Y\ 36,, j I UNFINISHED SPACES MUST RECEIVE A COATING t HSS OF AN APPROVED INTUMESCENT PAINT AS AN INTERIOR FANS AT ALL BATHS, PROVIDE EXHAUST FAIN VENT 5"x5"x5%6" IGNITION BARRIER OR PROTECTION BY' MEANS \ U? t I I W/ RIGID DUCT TO EXTERIOR. IF NOT SPECIFIED USE 1100 CFM COLUMN OF MIN. '2" GYP BOARD SHOWER s Q PROVIDE 5/a" TYPE ABC +8 NOTE: a UV I F u,, STAIR TREAD AND RISERS TO 1 ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 00N5T. x GYP. BOARD Q 0 CONFORM TO 2020 NYSRG R311.�.5 ° 1 I UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.J' a WALLS d CEILING BATHROOM 0 ° RAILING NOTE: I I GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING "' MECHANICAL � 004 ° HANDRAILS d GUARDS 70 BE MINIMUM3C�" I I O m O E - ABOVE NOSING OF TREADS 1 I '� PER 2020 NYSRG SECTIONS R.602 6 R302.11 U OLL z `; 003 HSS INTERMEDIATE RAILS SHALL RESTRICT HSS HSS ••a I O _z Q BOILER �p 5 P,4SSAGE OF 4" SPHERE CAS PER 2020 s 1 s �SD f r� T.G. 5"x5„x 46 5"x5"x%6' 5"x5"x x6 IV Q COLUMN NYSRC SECTION: R-311."L8 COLUMN COLUMN I I O +-> DIRECT VENT I U p 36"x84" I------------ w APPLIANCES TO F-I-- _ HSS L------------- GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2O20 3 w z EXTERIOR I I I I I I n „x5nx (6' S'-0 NYSRC R-312.1. HANDRAILS SHALL BE 34-38 ABOVE NOSING o z >o ® COLUMN UP pQ00 ® SD +8 z N I I I I I I OF TREADS AND COMPLY WITH 2O20 NYSRG R-311.8.3 @ o �co I I I I I I �; 10" TREAD m co L-TI--J J- _- THEATER O SOUND INSULATE ALL BATHROOM ��Np POWDER ROOM WALLS LADDER r� + O ' AND CEILINGS. T �I �� 1 GALLERY O 008 ;i + _- O �' DRAIN k7 ALL HABITABLE ROOMS TO COMPLY WITH R303 "' I V) Q) SEE LIGHT AND VENT CALC5 FOR THE ROOMS ° ° . • i o.. WINE CELLAR U A. 002 I S- ALL NEW INTERIOR AND EXTERIOR STAIRWAY `-" I8, , 20'-4" a i Z STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WJALL UNEXCAVATED I -I-' MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND, BOTTOM PORCH SLAB ABOVE o OF STAIRS AS PER 2020 NYSRC SECTION R-303.1, R:-3038 INTERMEDIATE RAILINGS p .- .. . °: , a ----------- SHALL RESTRICT PA55AGE OF A 4" SPHERE E TRIANIGULAR ° . a•.. , Q) Iv OPENING FORMED BY RISER TREAD BOT. RAIL OF GUARD 1 I I 1 Q TO RESIST PASSAGE OF 6" TREAD , % a ----------------------------------------------------------------------i 2'-0°�! I i i I 1 Sign 4 Seal: UNEXCAVATED GFCI'REGEPTACLE5 SHALL BE PROVIDED THROUGHIOUT I SLAB ABOVE 1 1 ,��FtED ARc'S'i DWELLING UNIT AS SPECIFIED IN NYSRG E3902. I ; ; I I ��5 ePPE R. R-10 RIGID INSULATION 24" IN 'M PERIMETER UNDER SLAB ; 1 SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ I I I It is viola pers ,unl s acting MANUFACT. COMPLIANCE W/ 2020 NYSRC SECTION R308 ; ; uncle he d c ar to alter an ite I --- 1 I arch to ' i d Y.�f neann hall of an `---------�c------------------------------- Iofa xto lowed COUNTERTOP RECEPTACLE NOTE: SCALE : '�4" = I'-�" I i j hipitemt � 9 Iteration, by his signs n� u Iteration,and a NEW 2x& WALLS, UNLESS OTHERWISE NOTED I N I s eafic descri f th n. IN KITCHEN PANTRI E5, BREAKFAST ROOMS, DINING R(OOM5 -----------J AND SIMILAR AREAS, RECEPTACLE: OUTLETS FOR T.G. TEMPERED GLASS 2 0 1 2 4 COUNTERTOP SPACES SHALL BE INSTALLED IN ACCIORDANCE 100 CFM BATHROOM EXHAUST FAN W1 W/ NYSRG E3901.4.1 THRU E3901.45 RIDID, SMOOTH DUCT TO EXTERIOR Architect: LINTEL SCHEDULE: (EXCEPT WHERE NOTED) ------ — UP CLEAR R-mN STEEL ANGLE SIZEAc� 3-Y2 x3Y, x ,fb UP O 1-0' ,�_0„x 3-�t"x h UP TO 8'-0" 5-0"x 3-'t"x` , 01 UP TO 10'-0' 4-0"x3�"x3/a NOTE:USE THIS TABLE IF HDR NOT NOTED BATHROOM RECEPTACLE OUTLET TO BE LOCATED AS PER NYSRG E3901.6 UNEXCAVATED GARAGE ABOVE PROVIDE "SIMPSON" CONNECTIONS OR APPR'VD E=AL AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC 51Z:E5 AND NAILING REFER TO DATA SHEET J� D RAG� iA PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RE51C)ENCE AS DESIGNS, LLG PER NYSRC. A2ARCH 16@GMAIL.COM ELECTRICAL CONTRACTOR 15 RE5F'ON5IBLE FOR COOMPLYING (516)289-2461 W/ ALL STATE RECEPTACLES IF REQUIRED BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO Project Title: 1355 Little ROUGH-IN. Peconic Bay Cutchogue, NY SMOKE AND CO ALARMS TO BE HARD- WIRED AND INTERCONNECTED, AS PER 2020 NYSRG R313 4 R314.. Drawing Title: INSULATE ALL WALLS AND CEILINGS AT GARAGE. CELLAR PLAN ALL DIMENSION E WINDOW OPENING( TO BE VERFIED IW/ WINDOW 5CHEDUL E AND VERIFIED IN FIELD Protect/: Scab: 1000-111-11-26.3 As Noted Date: Sheet N: WHERE THE WINDOW SILL OF AN OPERABLE WINDOW 115 December 12, 2024 x of x LOCATED LESS THAN 24 INCHES A13OVE THE FINISHEED FLOOR Sheet: AND GREATER THAN 12 INCHES ABOVE THE FIN15HELD GRADE OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIIDED AS PER 2020 NYSRC R3122 A — o ` Q o a'-011 35'-2" 2P1 E5 10'-SIII 10'`8I" 10'-SIII 10 -8I11ol 2 32.25 + 2 2 2 .- EGRESS 2 14'-11 1,4'-2III i 6'-0° 20'L6" U � I CH, i SHOWER OE T.G. BEDROOM Of i z I x 108 - J 0 -1 AREA: 222 6F. I I 0 w0 LIGHT 8%: 11.16 REQ'D / -W- in VENT 4%: 8.58 REQ'D ( �'/D--- SD ' c 'Q) ^IN T.G BATHROOM I n L 6'-0 14'-'I- 12',0 I � � � N - i(dg I 2020 NY5RC MI503 2 pCO VENT EXHAUST HOOD DIRECT TO `' z "-� - EXTERIOR W/ SMOOTH WALLED, RIGID DUCT. PROVIDE 600 crm 4150 o Q o SEPARATE FRESH AIR DAMPER c r FOR MAKE UP AIR PER MI503.6 I 3 r, �� 9 BED D ------------------------- ' �D.W.�'I o a - a) QUEEN _ / + - - s,, KITCHEN ®n I \ / I `t a cz 106 I �x\ Ida c� � I II � 10 -0 \� INING 00 GREAT ROOM o o o CID 105 104 o INSULATE ALL PLUMBING SUPPLY LINES =1�r ANT Y ro 32.5 z �' `" PR ;-----------------------------------------J a+ DOUBLE INTERIOR FANS AT ALL BATHS, PROVIDE EXHAUST FAN VENT �5D 96 HE16HT W/ RIGID DUCT TO EXTERIOR IF NOT SPECIFIED USE 100 CFM ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 GONST. UNLE55 NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.Y' _ 6 '�4" 6'-�4" �s6 _61I BACKYARD GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING "'-'r �I�r z PER 2020 NYSRC SECTIONS 602 R302.11 �, CLOSET CLOSET z REF -m m < PooL 1 t c _ BAR/ _ GAS FIREPLACE Ih�SERT (� CLOSET BEV CENTER - PROVIDE FRESH AIR INTAKE - PROVIDE TEMPFRED GLASS DOORS C +, tid - PROVIDE 4V'CONCENTRIC FLUE DUCT (}� O I 2 - PROVIDE V2" CbNBUSTION AIR DUCT h� 1-4 GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2O20 / 8' 3e, I + Il / 96,, NYSRC R-312.1. HANDRAILS SHALL BE 34-38 ABOVE NOSING I : J I 1 I I I I I I 1 I I I J I I I I I I I I I I I I I (D OF TREADS AND COMPLY WITH 2O20 NY5RC R-311.83 I �co DN I I \I i UP I I I I I I I I I I I I I I I I I II I I I I I I I I 1 I I I I I I I 11 ------- �SD HALLWAY 16R �.5 i ; i ; ; ; I I i i i 10" � EA 10 TREAD 10" TREAD ------- ------- �o SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS Q O 0 I nj�+°j 112 STAIR TREAD AND RISERS TO _ \'/ + 4 3225 + O -i U m CONFORM TO 2020 NYSRC R311.1.5 ENTRY 61 GALLERY @ ' O AND CEILINGS. @� I U W J RAILING NOTE: )0) C HANDRAILS d GUARDS TO 15E MINIMUM36" O-1Z ABOVE NOSING OF TREADS �' � I u� - � v W I INTERMEDIATE RAILS SHALL RESTRICT „+%� 6+ 5 -0 ALL HABITABLE ROOMS TO COMPLY WITH R303 Q�� L-- SHOWER PASSAGE OF 4"sPHERE (AS PER 2020 Vl ; 96,, _ N @ NYSRC SECTION: R-311.1.8 1- Q� O SEE LIGHT AND VENT CALC5 FOR THE ROOMS o o - z�_ I II I MUDROOM +� �I N 10L 0 BEDROOM "2 g C + 32.5 C IDRYERIIWASHERI )02 ALL NEW INTERIOR AND EXTERIOR STAIRWAY = I10 _ ' O °�`n aREa: zzz sF. Tom- I POWDER /� 1®I � >' LIGHT M 11.16 READ M1502.4 DRYER EXHAUST I �,- � O VENT a%: eaa REQ'D -'�' -"' -'�" DUCT VENT TO EXTERIOR I ROOM -� STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL � � � � - 100 QUEEN I ENTRY PORCH WITH 4" RIGID DUCT. --- 103 `9 �--I MOUNTED FIXTURES W/ 3-WAY 5WITCHE5 AT TOP AND BOTTOM BED rn e, r OF STAIRS AS PER 2020 NYSRC SECTION R-303.1, R-303.8 BATHROOM @sD ��6/ + 32.4 ,� ® o 0 Lo ---+------ 6+96 -1cV INTERMEDIATE RAILINGS e ------ ---------------- ----- + 31B ----- ; + 31.0 - G i . • 30.6 c U Q) SHALL RESTRICT PA55AGE Of: A 4" SPHERE 4 TRIANGULAR _ I „ + 32.4 e� Q Z OPENING FORMED BY R15ER TREAD 4 BOT. RAIL OF GUARD -r 14'-9211 v 5'-3" 2 -10 8'-0 2 0 8'-0 2'-o a'-m 2 10 TO RESIST PASSAGE OF 6" SPHERE EGRESS + 30.6 111_Q21I + 318 W-2211 + 28 + 2e.0 + 3u 919n 4 seal: C GFGI RECEPTACLES SHALL BE PROVIDED THROUGHOUT 101-82" 10'-82 ��RE��cS'i DWELLING UNIT AS SPECIFIED IN NYSRC E3902. R @ MUD ROOM VESTIBULE .k SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ + 30 1I + 30.6 30.0 + It Is viola pens ,unl s acting MANUFACT. COMPLIANCE W/ 2020 NYSRC SECTION R308 unde he d g� _ ar to alter J � I an Ite I Y.If m earin I of an I S T F L O O FR �L �f ' IS, archlte 1 d, Ing hall affix to i + h15 Item t followed 3' 0" 8'-0" -8'-0" 3'-0" by him signs no u Iteration,and a COUNTERTOP RECEPTACLE NOTE: SCALE 11411 = 1'-0" specific descrl t n. NEW 2x6 WALLS, UNLESS OTHERWISE NOTED IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS + 0.0 + 300 AND 51MILAR AREAS, RECEPTACLE OUTLETS FOR T.G. TEMPERED GLASS 2 I 2 4 COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE 100 CFM BATHROOM EXHAUST FAN W/ W/ NYSRC E390I.4.1 THRU E3901.4.5 O RIDID, SMOOTH DUCT TO EXTERIOR E3901.'1 OUTDOOR OUTLETS Architect: PROVIDE NOT LESS THAN (1) RECEPTACLE OUTLET AT - LINTEL SCHEDULE: (EXCEPT WHERE NOTED) BALCONIES, DECKS, PORCHES THAT ARE ACCESSIBLE FROM THE INSIDE -----r-------r--------m-------7- CLEAR P N STEEL"LE SIZE � ) A E3903.3 LIGHTING OUTLETS ADD. LOCATIONS 'II II II I UP TO 0" 3-X5"x 3-,t"x 5(6n PROVIDE NOT LESS THAN (1) WALL SWITCH CONTROLLED UP T08,ID" 4-0"x 3-V x LIGHTING OUTLET TO PROVIDE ILLUMINATION ON THE N II li � y 8-0 x 3� x EXTERIOR SIDE OF EACH EGRESS DOOR 4-0"x 3- "x Yet C .I II I UP TO 10'-0" � EGRESS WINDOWS TO COMPLY W/ o NOTE:USE THIS TABLE IF HDR NOT NOTED R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS -NET CLEAR OPENING NOT LESS THAN 5.1 SQ.FT. l7 ;; ;; ;; ; PROVIDE 5/a" TYPE "X" GYP. -NET CLEAR HEIGHT NOT LESS THAN 24 INCHES `� ;; ;; ;; ; BOARD 6 WALL5 4 CEILING - BATHROOM RECEPTACLE OUTLET TO BE LOCATED A5 PER -NET CLEAR WIDTH NOT LESS THAN 20 INCHES -q q II GARAGE NYSRC E3901.6 -SILL HEIGHT SHALL N07 EXCEED 44 INCHES FROM FLOOR � ;�, _ OII II II I 11 II 11 I I- Fg- {7 PROVIDE 'SIMPSON" CONNECTIONS OR APPR'VD EQUAL AT d) 4 11 PITCH SLAB Ye," PER FOOT M d) - N I II ;; TOWARDS O.H. DOORS N ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC SIZES AND " NAILING REFER TO DATA SHEETZvi i�j j iNEAT 1 II I DETECTOR AD RAC ILIA x II II 11 I I I I II PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS "' 11 DESIGNS, LLC u u II I PER NYSRC. u it u I A2ARCH 1 6@GMAIL..COM ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR COMPLYING it 11I i (516)289-2461 II II II II II 1 -IN � II II II i W/ ALL STATE RECEPTACLES IF REQUIRED - i! II II II I BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO N VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO " i = ProjectTt�e:1355 Little ROUGH-IN. ------------------------------ - 22 -0 m Peconic Bay 1 ATTIC PULL i Cutchogue, NY (DOWN ACCESS( SMOKE AND GO ALARMS TO BE HARD- WIRED AND L------- INTERCONNECTED, AS PER 2020 NYSRC R313 4 R314. Drawing Title: + 2 0 30.0 INSULATE ALL WALLS AND CEILINGS AT GARAGE. 61_C]211 �L 91_ II 0 61_p211 FIRST FLOOR PLAN J 22'-I1" ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ WINDOW SCHEDULE AND VERIFIED IN FIELD Project*: Scale: 1000-111-11-26.3 As Noted Date: Sheet N: WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS December 12, 2024 x of x LOCATED LE55 THAN 24 INCHES ABOVE THE FINISHED FLOOR AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE sh"t: OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS A _ 1 u u PER 2020 NY5RG R312.2 5'-(B" 4'-112" OL - - - - - - - 41'-4211 Q.) o r EGRESS - i I cD 0 I i OCkI I 0 �'--1" il'-4111 13'-3" im'-2" "� LOWINRDOUl NCOKSS 2 - I I I ------I------ I i �- .I-, EGRESS CRESS 3'-mn C' S T I j ^ -� U O V in S U2 d • v„ I I � a Q.. � P, °� �.' o s�, o }3EDROOM BEDROOM c4 I I KING 0 ATH OOM 205 204 BED I L------------- 3 "" '�' PRIMARY 2_06 AREA: 234 5F. AREA: 234 SF. ®� _ m a > C © LIGHT 8%: 18.12 REQ'D LIGHT 8%: 18,12 I�EQD I 1 d� 4 Q. A-r' BEDS M F01PENT 4%: 936 READ VENT 4%: 936 REQ' I 2m7 QUEEN QUEEN AREA: sob 5F. T.G. I GREAT ROOM - \\\ BED BED I BELOWCD 00 O �- � 1 LIGHT 8%: 24.48 REQ'D vENT 4:: 1224 REQ'D - 1 -IN 0 SHO ER I z r c\2 co �r INSULATE ALL PLUMBING SUPPLY LINES SHOWER I = I INTERIOR FANS AT ALL BATHS, PROVIDE EXHAUST FAN VENT W1 RIGID RIGID DUCT TO EXTERIOR. IF NOT SPECIFIED USE 100 CFM OO CLOSETF01 � ALL NEW INTERIOR EXTERIOF. WALLS TO BE 2x6 CONST. UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.Y" � _____ � �+8 teeLa GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING 7� PER 2020 NYSRC SECTIONS R.602 6 R302.11 0 CLOSET ,+�°' (S a+ i I 5D �SD e - I C 0 +� ® ATH OO" jI O _______ 203 I 0° GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2O20 SD I 1 I I I I ' I I I I I I I I I I SD Cq NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING �co OF TREADS AND COMPLY WITH 2O20 NYSRC R-311.83 = DN' -0 PRIMARY ISR r ENTRY ® PRIMARY ENT Y lm" TREAD 5ATHROOM d) i1 + 2m9 BR,, NOTE: SD C O SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS = 2m8 STAIR TREAD AND RISERS TO - - --IN �k ` ?¢, CONFORM TO 2020 NYSRC R311.1.5 U —IN AND CEILINGS. _ T.G. � + �8�„ �+ALLwAY - 1 �, 1 RAILING NOTE: �b crl 9'-roll HANDRAILS 4 GUARDS TO BE MINIMUM36" 201 ABOVE N051NG OF TREADS INTERMEDIATE RAILS SHALL RESTRICT ALL HABITABLE ROOMS TO COMPLY WITH R303 TG �� PASSAGE OF 4" SPHERE CAS PER 2020 �i �+ NYSRC SECTION: R-311.1b BEDROOM o b SEE LIGHT AND VENT CALCS FOR THE ROOMS - 2m2 UZ PRIMARY _ C +85r, / AREA:at: 221 S REQ'D U VENT 4%: 864 REQ'DCLOSET T) 6l 210 ro'-lm" T Im'-m _,im'-�" 6'-Im" IO AN EXTERIOR STAIRWAY = CLOSET QUEEN ALL NEW INTERIOR D E E o Tom. I.. - 33';_S BED O STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL O 12'-m2 0 =N = MOUNTED FIXTURES W/ 3-WAY ,SWITCHES AT TOP AND BOTTOM "" O o I OF STAIRS AS PER 2020 NYSRC SECTION R-303.1, R-303.8 =1N sHoWE — 1 " 101 I I 1 -- ---------- 15'-9211 +, INTERMEDIATE RAILINGS N N I SCUPPER TO RO SHALL RESTRICT PASSAGE OF: A 4" SPHERE 4 TRIANGULAR I I TO ROOF ro Room I .---I Q z OPENING FORMED BY RISER TREAD 4 BOT. RAIL OF GUARD , I22'-11° 30'-8" TO RESIST PASSAGE OF (o" SPHERE — — — — J slyn 4 5eat: OK GFCI RECEPTACLES SHALL BE--- PROVIDED THROUGHOUT 55'-I' 22'L Ir' D�ERE DWELLING UNIT AS SPECIFIED IN NYSRC E3902. 11 I SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ I I I It d v ola pe unl s acting unde :he d c ar to alter MANUFACT. COMPLIANCE W/ 2020 NYSRC SECTION R308 I I an It 1 Y.If earn I of an e �O I �E) FLOOFR F L A B I I I arc d h) , ng hall affix to '®j I I his Item followed I by his sign no u Iteration,and a — — — — — — — speaflc descn f th� n. COUNTERTOP RECEPTACLE NOTE: SCALE : '%" = I'-m" _ "1 NEW 2xro IUALLS, UNLESS OTHERUISE NOTED — — — — — — — — — + — — — — IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR T.G. TEMPERED GLASS 2 © 2 `� I — COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE Imm CFM BATHROOM EXHAUST FAN W1 I W/ NYSRC E3901.4.1 THRU E3901.45 O RIDID, SMOOTH DUCT TO EXTERIOR Architect: E3901.1 OUTDOOR OUTLETS I i I PROVIDE NOT LESS THAN (1) RECEPTACLE OUTLET AT LINTEL SCHEDULE: (EXCEPT WHERE NOTED) BALCONIES, DECKS, PORCHES THAT ARE ACCESSIBLE FROM THE INSIDE I I CLEAR SPAN STEEL ANGLE SIZE EZ303.3 LIGHTING OUTLETS ADD. LOCATIONS 1I ° UP TO 4'-V" " 6.fb 11 3�a x 3 Y x PROVIDE NOT LESS THAN (I) WALL SUJI7C+-4 CONTROLLED P TO 1-V" 4-0"x 3,Y x LIGHTING OUTLET TO PROVIDE ILLUMINATION ON THE ATTIC UP TO V-0" 5 EXTERIOR SIDE OF EACH EGRESS DOOR I UP TO ,_01� 5-0"x 3� x� I 211 I i% 4-ID x 3 V x/ EGRESS WINDOWS TO COMPLY W1 I I NOTE:USE THIS TABLE IF HDR NOT NOTED R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS -NET CLEAR OPENING NOT LESS THAN 5.1 SOFT. I I 4 -NET CLEAR HEIGHT NOT LESS THAN 24 INCHES I I BATHROOM RECEPTACLE OUTLET TO BE LOCA 7 ED AS PER -NET CLEAR WIDTH NOT LESS THAN 20 INCHES NYSRC E39016 -SILL HEIGHT SHALL NOT EXCEED 44 INCHES FROM FLOOR � I _ PROVIDE II SIMPSON11 CONNECTIONS OR APPR1 VD EQUAL AT I I I \ II\ ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC SIZES AND NAILING REFER TO DATA SHEET AD RAC NA DESIGNS, LLC PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS J n I A2ARCH 1 6@GMAIL.COM PER NYSRC. I I I (516)289-2461 ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING W/ ALL STATE RECEPTACLES IF REQUIRED Project Title: BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO 13 5 5 Little VERIFY LOCATIONS IN FIELD UY ARCHITECT PRIOR TO ( I I ROUGH-IN. ( I Pecon1C Bay ATTIC ACCEss I Cutchogue, NY SMOKE AND CO ALARMS TO BE HARD- WIRED AND I ARAGI BELOUJ INTERCONNECTED, AS PER 2020 NYSRC R313 4 R314. DraK"ng Tale: L - - - - - O - - - - - - SECOND INSULATE ALL WALLS AND CEILINGS AT GARAGE. FLOOR PLAN ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ WINDOW SCHEDULE AND VERIFIED IN FIELD ProjectSc d: 1000-111-11-26.3 As e: Noted Date: sheetR: WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS December 12, 2024 x of x LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR sheet: AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS A— O . O O PER 2020 NYSRC R3122 MAX HEIGHT: 35' = 64.89' - — — — — — — — — — — '1.O-RTffCxE_" '_ — — — — — — - - — — — - - - — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — - - - - — — — — — — - - — — — — — — — — — - - — — — — — — — — - - - - - - - - - - - - - - - - - - - - - _ — ^ — - - - - - mro4.51' � s~ s� a� 0 s. Q) U U o � T.O. RIDGE _ _ _ o � - - - - m 5ro.42' - - o ARCHITECTURAL ASPHALT _ ROOF SHINGLES s -0 0.N N B.O. CEILING_ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - HARDIE BOARD (OR CEDAR) M o o - SHINGLE SIDING STRAIGHT EDGE 12 � C>~ fs " EXPOSURE @ '�L a (� AJI L 12 r\r . 1� 12 LILIULLIL / - roOEXPOSURE RIZONTAL AP/ PLANK SIDING o o I �- !IJ1L1__lLW — - - o �M o c Q LIllLLLll_ Itl �1L1-LI�1L11 - --- 1L � � / CO o .� .� - III 11 LI L I 31/2" CORNER BOARDS o m 1ll11L1L1 1 z ll1_IJllI J11 11 U_ 11Ju L11. It liH I�IL111 11 III I u H III SECOND FLO R _RQOF SG T A BO-> p m 44rd5' — - /_a" TRIM BOARD SHINGLE SIDING - roll EXPOSURE I �� 11 1 I! 1 I !1 1 I I LI I �I i�LI.11�LJ_L1L_IJ !l I lLII I lLLI )! LJ 1! I1 I1! I ILLI II 1111 HARDIE BOARD FOR CEDAR) ® B 1 B 11 II II LU G C 31/2" CORNER BOARD U IL�I l� Ii Luil_ CtS -- - — 1 - - —II I I I I = _ _ =1N 31/z" TRIM BOARD u, — - — 0 WA - L�I I I LL 1ll1�11Lll1 `�' � --i --1� — �� 1 �u�ll __ 48" WIDE BACKER BOARD UM_ll - - - ,III III - 21,z" WIDE BATTENS m 16" O.G.ILJL IN I' — 1 ( 1L1_111111 ,, „ c� - - I IDEA-1 3 2 WINDOW CASING I -- -- - - M I-III II LL= _ 111.11 11Jll >31/2" TRIM BOARD BASE I Juil 11� l�l_I Ll L�111 C� FIRST FLOOR _ _ _ ll1 LLI l - - - - - - - - - - - - - - - - - - - - U O .r—I - - - - - - - -- - m3300' — — — — — — — — 1]r L - O U - - - - - - - - Y) I~ GR4DE: 2Q.S9' Ah CzARrar:A — — — — — — 0 v� w1p N — W __-- - - -- -"-- -- -- -- ---- -- - -- -" --- �' f-1 T--I Oily 1 L -- I E VAT I ON � o SCALE I'-Oil I ------------1- -------------------------------------------------------------------,------------� 2 0 1 2 4 I '' U - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - -i — L — - - - - - - - - - - I- - i — - - - - N N C LLAR - - - - - - - - - ----- T — — ___ ___ ___ _ _ __ ________________� - - - - - - — - m 23.00' - - -------------------- -- ---- -- -- I I I I I I ___________________________L_-_-__-____� L------------ 5ign 4 Seal: AR- - TO."R1DCsE- -- - - - _ ._ - - - - _. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - -- - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E�'big1py/,t0 64BI' / �t9 ,� �,► / 12 C� / '"�7M 4 {� It 15 viola re unl 5 acting unde he c ar to alter / 12 an Ite i Y.If m eann ,I of an / 8 archlte l d, vng hall affix to / CM Item t ' I b11'followed by his signa no u Iteration,and a specific de5cri h n. / / / / Architect: IN / o (o �` �SECOND FLOOR _ _ / m 44.05' - AD RAG NA / DESIGNS, LLG / e A2ARCH 1 6G@GMAIL.COM OE OE OE OE,, (516)289-2461 ,-� Project Tale:1355 P Little - - - _- Peconic Bay Cutchogue, NY 1 _ FIRST FLOOR — _ — — _ _ Drawing Title: PROPOSED — — — — — — — — — — — — - -- _I_ - - -- - - - - - - - - -� - - - - - - - - - - - - - - - - - - -- -- - �- ELEVATIONS I n V � \ 1 ( O I As Noted ��F I ®1 Protect I: ca e: 100 —ill-11-2 .3 i , --_ - --- ^ Date: Sheet N: SCALE 1/4" = V—0n - - - --- - - - - - - - December 12, 2024 x of x I � I - 2 - -0 1 2 - -- - - - ---- ------. .. --------- -' 5heet: I i I I I / 01 . V o I m2300' - - 1-- --------- -------- --------_-_---------__--------_------------------------------------------------------------------------------------------------ - — — — — — — — — — — --. — — — _. — — — — --. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t U � y c 0 U ' bz O _O M d .a B.O. CEILING ( ;" m53.05' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - ga. Co N Co 1JJ11 ll 1 a_ll_Lit _1 J . — -- _ M 0 0 12 .> - 12 O O � 12 12 (� a a� I 12 � r� a, rz \CD — — .�. L O .--1 .--I 2 o� _ SECOND FLOOR ® CO - - - - - - - - - - - - - - - AL - - - - - - - - - - - - - - - - - -- --- -- -I = 1L = O i — O � > FI ST FLOOR _ _ _ C� 41 O ' — — --- — — — — — — — — — — _ — — — — — r0� I U L SCALE 1'4 v I I 2 0 l 2 4 L� � I � ® +� O I L I I 1 - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------- --------- ----------L I I L0 CELLAR e23.00' ----------------------------------------------------------- ----------- -- -------- --r---------------------- ------------ �------------ ----- - -------- - --------- -- -------------------------------- ---- C� +� C Q) Q) ' I I L ______________________________________________________ 1 �.{ i ._ �.� ��. — .� �..- — — _. — _� ._ — — — ------------------- 5gn 4 5eal: - - - - - - - - - - - - - - - - - - - -- - - - - - -- _ - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- -- -- -- - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - -r-�--FZIa�E- - - - - - - - - --. _ p'`�� g 64.51' C� 12 12 12 It 15 vola pe unl 5 acting Q8 unde he d c ar to alter CM Ban of an Ite y.If n I an archlte 1 d, p hall affix to h15 Item t by"followed by h15 51gna n( u Iteration,and a 5peclhc de5crl a T.O. RIDGE 9 56.42' - - Architect: i B.O. CEILING _ _ -- '��A ill Hulk 11 1 J o ----- 12 l I - - - - - - - 6 CO ND FLOOR_ - - - g 44.05' - - - - _ AD RAC ILIA 0 LA F-1 C n DESIGNS, LLC n n � � A2ARGH 16@GMAIL.COM \.'J 516 289-2461 -= Project Tltk: , _ ---_ -- Ll - 1355 L*ttle ---- Peconic Bay Cutchogue, NY FIRST FLOOR -- - - - - 6 33.00' — — — — Drawing Title: - - - - - - - - - - - - - - GARAGE _— ___ — — — - --- - - ----- - -- - - - - - - - - ----- ELEVATIONS I 1 - I - 1 - 1 I #: Scale: 1 1000-111-11-26.3 As Noted 1 I L--------------------------------------------------------------------------------------------------------- SCALE 114" = 1'-0I' Date: Sheet N: I I I December 12, 2024 x of x L------------------------------------------------------------------------------------------------------------------------ 2 D 1 2 4 L------------ I I I Sheet: 1 I I I 00 CELLAR A- 202 .I I I 17, Y AAAAAAAAAAAA 1 x y w �}�+ k' _ TYPICAL ROOF CONSTRUCTION: -ARCHITECTURAL ASPHALT ROOF SHINGLES 2"xl2" R.R. a 16" O.C. 2"xl2" R.R. a 16" O.G. 2"xl2" R.R. 16" O.G. 4 -PROVIDE RIDGE VENTS Q) F" -ALUMINUM FLASHING; AT ALL ROOF ANY SPRAY FOAM INSULATION USED IN J VALLEYS, OPENINGS AND ROOF ' PENETRATIONS a) j UNFINISHED SPACES MUST RECEIVE A COATING -GRACE SNOW AND ICE SHIELD FROM ra OF AN APPROVED INTUMESCENT PAINT AS AN °' �1 EAVES TO POINT MIN. 36" PAST THE WARM IGNITION BARRIER OR PROTECTION BY MEANS SIDE OF WALL LINES OF MIN, l/s" CsYP BOARD -301b. BUILDER FELT -3/4" CDX PLYWOOD SHEATHING s~ a 16 O.C. " O.C. O U Q" 2 xl0 R.R. -ROOF RAFTERS a 16x 2"A2" G.J. a 16" O.C. 2"A2" C.J. a 16" O.G. m -R-38 INSULATION ROOF �: �`k' A2,x12" C.J. a 16" O.G, o S Q) b 2"x8" C.T. a 16" OG. 2"xO" G.T. a 16" O.G. , +� Q) � in., in.. Q, PRIMARY 4.; N m o iD BATHROOM BEDROOM BEDROOM BATHROOM BEDROOM _ ' .2 ems,, 200 200 200 200 200 0 3 p 0 0� o �r cz a Ix \maCO O CQ of O - II"4" F.J. a 16" O.C. TYPICAL WALL CONSTRUCTION: - lhia" F.J. a 16" O.G. Ilea" F.J. a 16" O.G. AR 51DING . 30 DLB. BLDG.FELT Sa" EXT. CDX PLYWOOD SHEATHIING . 2" x ro" STUDS e 16" O.G. FIREBLOCKING AT MID POINT OF WALL HEIGHT a EVERY STUD AIRSEAL INTERIOR SEAMS OF PLYWOOD W/ CAULK R-.2J BATT JNSULATJON GYPSUM BOARD FINISH ON WALLS GREAT ROOM DINING ROOM KITCHEN PANTRY BEDROOM - "TYVEK" HOUSE WRAP 100 100 100 100 100 1 ® +� - O 2"x6" TREATED SILL PLATE 11J/ TERMITE SHIELDS � 5No" A.B. 12" LONG a 25" O.C. MIN (2) PER SILL RUN. � co co (t mm cCS 14" F.J. a 16" O.C. 14" F.J. a 16" O.C. W > - O � 14" F.J. a 16" O.G. 14" F.J. a 16" O.G. O ?-� U TYPICAL FOUNDATION WALL 10"W CONC.FOUNDATION W/ " BARS 24" O.G. VERT. O � 5 "5 BARS a 24" O.C. HORIZ. INSIDE FACE f) N STORAGE CELLAR = 4 "5 a 24" DOWELS INTO FOOTING 17, 000 000 WATERPROOF ALL FOUNDATION WALLS j C/] PROVIDE WEEP HOLES 4 FLASHING AS REQ. U R-14 CONTINUOUS FOAM INSULATION r�4-1 TYPICAL FOUNDATION FOOTING o 3500 PSI POURED CONCRETE FOOTINGS U) 12" DEEP x 2'-0"W W/(3)"5 REBAR CONT. AND - - - - - — "5 REBA_R GROSS TIES 9_12" O.G. e_BO_TTOM _ _ _ _ _ _ _ � ® O I TYP. OF ALL UNLESS OTHERWISE NOTED ; O NOTE: "5 BAR a 24" O.G. DOWELED INTO WALL ABOVE � f �1�1 = fit Q z 5G,4LE 1/4" = V-0" 12 L -2"x8" G.T. 2 0 1 2 4 8 sign seal: ED R. Q�jF It rs viola pe unl s acting ATTIC unde he c ar to alter 200 an ite i y If eann I of an TYPICAL ROOF CONSTRUCTION: tr �k archite r d, no hall affix to -ARCHITECTURAL ASPHALT ROOF SHINGLES { �, A his item t by"followed -PROVIDE RIDGE VENTS ti"v s r'tti c _1_.}_ by his signa no t u eiteration,and a -ALUMINUM FLASHING AT ALL ROOF (2) 2"A2" C.J. a 16" O.G. = specificdescn f h n. - - _ - - - VALLEYS_OPENINGS AND ROOF - _ - - - - PENETRATIONS c, - - -GRACE SNOW AND ICE SHIELD FROM 2"x6" G.J. a 16" O.G. EAVES TO POINT MIN. 36" PAST THE WARM SIDE OF WALL LINES -301b. BUILDER FELT :r 2"x10" G.J. a 16" O.C. 2"xIO" R.R. a 16" O.G. 211X10" R.R. a 16" O.C. -3/4" CDX PLYWOOD SHEATHING Architect: -ROOF RAFTERS a 16" O.C. -R-38 INSULATION a ROOF BEDROOM \ 200 UNCONDITIONED UNCONDITIONED ATTIC ATTIC 200 F200 R-30 INSULATION TYPICAL WALL CONSTRUCTION: CEDAR (DING 1a� . I �N C 11 pax ,J.� 6_ �Yx ��x . 30 LB. BLDG. FELT EXT. CDX PLYWOOD SHEATHIING 11111 C.J. a 16" O.C. 2" x 6" STUDS a 16" O.G. +!� FIREBLOCKING AT MID POINT OF WALL HEIGHT a EVERY STUD AIRSEAL INTERIOR SEAMS OF PLYWOOD W/ CAULK R-21 BATT INSULATION 5/a" GYPSUM BOARD FINISH ON WALLS c "TYVEK" HOUSE WRAP GREAT OOM 0 MUDROOM 100 1�m _ AD RAC NA DESIGNS, LLG VEST[ A2ARCH 1 6@GMAIL.COM 2 x6 TREATED SILL PLATE 11J/ TERMITE SHIELD S -- -- GARAGE (516)289-2461 5/a" A.B. 12" LONG a 25" O.G. MIN (2) PER SILL RUN. --- -- 100 — — — — — — — — — — — — — — — — Project Title: 1355 Little 14, F.J. a . . a = Peconic Bay TYPICAL FOUNDATION WALL Cutchogue, NY 10"W GONG,FOUNDATION W/ "5 BARS 24" O.C. VERT. RIGID INSULATION-7 "5 BARS a 24" O.G. HORIZ. INSIDE FACE a PERIMETER 24" IN 4 05 a 24" DOWELS INTO FOOTING _ STORAGE CELLAR Drawing Title: WATERPROOF ALL FOUNDATION WALLS 000 000 r PROVIDE WEEP HOLES 4 FLASHING AS REQ. rp PROPOSED R-14 CONTINUOUS FOAM INSULATION ;------"---- "--------------- SECTIONS .........E TYPICAL FOUNDATION FOOTING ---------------j 3500 PSI POURED CONCRETE FOOTINGS 12" DEEP x 2'-0"W W/ (3)45 REBAR CONT. AND 05 REB_AR CROSS TIES_a 12" O.G. a_BOTTOM Project N: Scale: TYP.OF ALL UNLESS OTHERWISE NOTED - - - - - - - - - - 1000-111-11-26.s As Noted NOTE: "5 BAR a 24" O.C.DOWELED INTO WALL ABOVE Date: shect/: December 12, 2024 x of x Sheet: S�4LE : 11411 = A - 3 01 . 0 0 2 0 1 2 4 .. +Lwy.c,..' N ".. .,... ..bns.-.ti,wa �'.'-..:v... L.yv' -..wyirNYy •........ . 1� Yam}, tl ' h,-y ,�Y ��3 a) x8 G" " C.T. o 32" O, . s TYPICAL ROOF CONSTRUCTION: -ARCH ITEGTURAL ASPHALT ROOF SHINCzL=S U -PROVIDE RIDGE VENTS -ALUMINUM FLASHING AT ALL ROOF o VALLEYS,OPENINGS AND ROOF vn o PENETRATIONS o GRACE SNOW AND ICE SHIELD FROM Q) EAVES TO POINT MIN. 36" PAST THE WARM s. SIDE OF WALL LINES `� s u -301b. BUILDER FELT c -3/4" CDX PLYWOOD SHEATHING Cn -ROOF RAFTERS m 16" O.C. r, p -R-38 INSULATION 6 ROOF S r •� � 2"xl2" C.J. -a 16" O,G. 2"x12" C.J. a 16" O.C. s~ - d. rza ------ g _84 C CID ---- (D � C o 13'-04 o \rn o\ m C Z - C\2 Cl) GALLERY _ BEDROOM _I" 20,a 0 200 r- r- 'i k- - - - - - - - -- - - - - — - - 2x8" R.J. g 16" O.G. FJ. 9 16" O.G. i Ih/8" FJ. I(o" O.C. TYPICAL WALL CONSTRUCTION: CEDAR SIDING . 30 LB. BLDG.FELT 5%" EXT, CDX PLYWOOD SHEATRING ccS . 2" x ro" STUDS tv 1r6" O.G. o +) FIREBLOCKING AT MID POINT OF WALL HEIGHT is EVERY STUD � � AIRSEAL INTERIOR SEAMS OF PLYWOOD W/ CAULK +-) R-21 BATT INSULATION . 5/a" GYPSUM BOARD FINISH ON WALLS FRONT PORCH = ENTRY © KITCHEN `r "TYVEK" HOUSE WRAP +a (� 10 lOm Q lmm 0 —I 4+ O U 2"x6" TREATED SILL PLATE Uj/ TERMITE SHIELD 4 O U N /8 A,B. 12 LONG e 25 O.G. MIN (2) PER SILL RUN. - - - - - - -- - - - - - - 14" F.J. 16" O.C. 14" F.J. -a 16" O.G. N -- TYPICAL FOUNDATION WALL >' __ - -- - O 10"W LONG.FOUNDATION W/ "5 BARS 24" O.G. VERT. «5 BARS 6 24" O.C. HORIZ. INSIDE FACE f/2 8 $5 g 24" DOWELS INTO FOOTING 1.4 O O 1 WATERPROOF ALL FOUNDATION WALLS rp PROVIDE WEEP HOLES 3 FLASHING AS REQ. � � � -, n R-14 CONTINUOUS FOAM INSULATION ----------- ------ TYPICAL FOUNDATION FOOTING 3500 PSI POURED CONCRETE FOOTINGS 12" DEEP x 2'-O"W W/ (3)"5 REBAR CONT. AND _ "5 REBA_R_CROSS TIES tD 12" O.C. 6 B_OTTOM TYP.OF ALL UNLESS OTHERWISE NOTED NOTE: "5 BAR 24" O.C.DOWELED INTO WALL ABOVE Sign & Seal: FED ARC � R. �oti��� r tr Z --- D SCALE 114" = I'-0 2 ® I 2 It is a viola 'a —1= I an er n, unless f�i QQ ,_ 'c n o licensed rCjjt alte Qn any way. If an t't�� 1� tt5 n architect is tl eq chitect shall affix to h h �se and the notation "altered by owed by his signature and the date of such alteration, and a specific description of the alteration. Architect: AD RAC NA DESIGNS, LLC A2-ARCH 16@GMAIL.COM (516)289-2461 Project Title1355 3 5 5 Little Peconic Bay Cutchogue, NY Drawing Title: PROPOSED SECTIONS Project J: Scale: 1000-111-11-26.3 As Noted Date: Sheet #: October 03, 2024 x of x Sheet: A - 3O2 . 00 USE A MINIMUM OF TWO Sd NAILS THIS SIDE OF TRUSS —ROOF RAFTER PROVIDE "6IMP5ON" STRONG TIE STRAP TOTAL FOUR °f• ° o ° FROM RAFTER TO RAFTER OVER TOP OF Sd NAILS RIDGE BEAM a 32"o.c. INTO TRU55 MIN. (W/ COLLAR TIES)FASTEN W/ 8 NIO NAILS TYPICAL RAFTER CONNECTION "SIMPSON" Hl CONNECTOR ° LTP4 OR WRAP COIL STRAP � ' ' "SIMPSON" sue, �� FI °° ® ° FROM STUD TO ° , UNDER SILL PLATE ° STRONG-TIE LT540 a 16" o.c.FASTEN W/ (4) Sd "SIMPSON" STRONG-TIE L5TA 'SIMPSON" STRONG-TIE H2.5 ° • • INSTALL AS SHOWN � SIMPSON" NAILS TO RAFTERS ,II PLATE INSTALL a 16" O.G. INSTALL a 16" O.G. ° (8) SdTO 5TUD5 8 n ° ° •° a) +a (2) Sd TO PLATES uio WALL STUD ROOF RAFTER ° 5, p ad NAILS e, "SIMPSON H'I" � o INTO PLATES v° RIDGE BEAM U EIGHT U :� Sd NAILS 0 INTO STUD JOIST HANGAR FOfR F `0 T T-FIC,4L RAFTER FLATS CONNECTIONS RIDGE STRAff TIE FOST TO GIRE)ER 2X INSTALLATION STUD TO PLATE JOIST TO JOISTCd D- SCALE- NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS a U) o TYPICAL 3CO .� FLOOR-TO-FLOOR CONNECTION v CO "SIMPSON" LFTA CONNECTOR o Ix 12 a 16" o.c. FASTEN W/(16) "6IMP5ON" N10 NAILS FLOOR JOISTCO CD a? o 0 SIMP50N STRONG TIE- PHD5 TYPICAL WIND BRACE SUS FLOORING ROOF RAFTER o USED FOR CORNER HOLD DOWNS PROVIDE Ix4 BRACE • G p Z r1 (ANCHOR DOWN TO CONCRETE) NOTCHED INTO TOPof PLATE ALL STUDS 3" MAXIMUM RAFTER DOUBLE 2 x (X) STUD BOTTOM PLATES a 45' SEAT CUT OVERHANG ANGLE-FASTEN W/MIN. Ix OR 2x CEILING JOISTS SHEATHING OR OTHER SIMPSON STRONG TIE- 5/a" x 12" (2) IOD COMMON NAILS LATERAL BRACING a 48" O.G. LATERAL BRACING AS REQUIED THREADED ROD D ANCHOR BOLTS a EACH MEMBER WINL I• FI a 3'-2" O.C. AND I'-O" BRACE a EACH FLOOR FROM EVERY CORNER LEVEL AS REQUIRED 2x JOIST SPACING WITH 5PS/4 BOLT PLATES PROVIDE MINIMUM (I) MINIMUM BRAG-E 'a EACH "SIMPSON" STRONG-TIE HCP EXTERNA,I PCP-2X MEMBER SIZE TWO 16d NAILS H HCP-4X MEMBER SIZE (BLOCKING TO RAFTER) "SIMP50N" LFTA CEILING JOIST X 16d NAILS FOR O +> LATERAL BLOCKING PER CODE OR HEEL / LAP CONNECTION O FOR LATERAL WIND REQUIREMENTS r- ' --;jI III WALL STUD a 16" O.C. r STRUCTURAL SHEATHING TOENAIL WITH THREE 16d NAILS 1:�4 I III (RAFTER TO TOP PLATE) (� U ' tCS SS TOENAIL WITH TWO 16d > IMPSON STRONG TIE- PHD NAILS (CEILING JOIST USED FOR CORNER HOLD DOWNS O (ANCHOR DOWN TO CONCRETE) TO TOP PLATE) C� 0 DOUBLE 2 x (X) STUD � �IF� ®�N�� PL�4T� fR00F RAFTEfR -� U O FLOOIR-TO-FLOOF, CONNECTION - ---- ----- — ----- -- -- - SCALE: NTS HEEL CONNECTION O � � � U SCALE: NTS r SCALE: NTS N CEILING OUTLOOKERS nQ) O AT HIP END U f) DOUBLE 2 x (X) STUD i SIMPSON STRONG TIE- PHDS Q) Q) U �, o USED FOR CORNER HOLD DOWNS Z O (ANCHOR DOWN TO CONCRETE) CONNECT VALLEY BEAM TO HIP BEAM USING SLOPED HANGER RIDGE BEAM � Z (SLOPED / SKEWED IF NIP O .O ROOF PITCHES ARE UNEQUAL VALLEY BEAM I °° ROOF RAFTER "51MP50N" STRONG-TIE H2 CONNECT MEMBER WITH O I' I II ®0F �,4F�-�� SLOPED HANGER ' I, • INSTALL 0 ho O.G. NOTCH HIP / VALLEY TO SIT ON POST 4 U ' OUTL0®K� DETAIL ('15% OF ORIGINAL MEMBER DEPTH �:5 REQUIRED) TOENAIL WITH FIVE 16d N N SCALE: NTS RIDGE BEAM NAILS (HIP TO RIDGE) TOENAIL I dNAILS R(RIDGE TO HIP) ' CONNECT RAFTER TO Sign & Seal: P,4FTEP TO DOU5LE WHEN NOT ALIGNED WITH RAFTER, VALLEY USING X 16d NAILS ACE EDgRc CONNECT KINGS STUDS TO TOP PLATE, WRAP IY4 GALS. 2O GA. COIL STRAP .. a _` TOP i�L�T HURRICANE TIES MANUFACTURED BY SIMPSON ° n OR APPROVED EQUIVALENTO ORAT MODEL EVERY STUD ° a VER TOP OF TOP PLATE d NAIL HIP / VALLEY BEAM SCALE: NTS CONNECT MEMBER WITH POST OR BEARING WALL �(,� TO PLATE CONNECTION WHEN RAFTERS ROOF SLOPED HANGER -a.e Z ° ° . HOOKED ANCHOR BOLT ALIGN WITH STUD FRA-11NG �_ ?' d . a MIN. 12" INTO CONCRETE It is a i on, f an per on, unless Ci nd c Kf e FOUNDATION WALL a 23" O.C. licensed r ® fan I any way. If an I an i,00F RAF I-}- to EfR HIF� / fRIDGE / V,4LLE�' architect is r g chitect shall affix hl� m k11 and the fi�OLD DOWN DT,41L U,4L `�' ''O NIP CONNECTION P05T CONNECTION notation "altered by' followed by his signature and the date of such alteration, and a specific description of the alteration. - - --- SCALE: NTS SCALE: NTS SCALE: NTS = Z _ GRIPLE N STUDS DOUBLE `�— TOP PLATE Architect: i USE 5IMP5ON Z-MAX OR HDG CONNECTORS 1 TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION HEADER W/ ACQ. LUMBER —RIDGE BEAM WALL STUDS s 16" O.C. - (2) 2" x 10" HEADER r FULL (2) 2" x IO" TRIMMER RAFTER 00 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 RAC NA BOTTOM PLATE UPLIFT CONNECTION 15 REQUIRED \ \ 1 TAIL RAFTER DESIGNS, LLC RIM JOIST AT EACH END OF THE HEADER AND A7° BOTTOM OF HEADER STUDS IN ADDITION TO \-'( — — — — — — — — — — — — — — — — (2) 2" x CX)" TOP PLATE A2ARCH16@GMAIL.COM CONNECTORS AT WALL STUDS AND AT TOP I - - — — — — — — — — — — — AND BOTTOM OF GRIPLES. (5 i 6)289-2461 ° I- - - r — � - - - - -IT -1- 4* I II II II I 1 \ ° 6� � '° I I I I I I I I \ Project Title* II O UPLIFT CONIY _TOR5 1 355 Little a NOTE: iREQUIRED IN TI-115 AREA 4 11 a° ALL STRAPPING TO BE 5UBFLOOR SOLE I I I I I I I ( 1 \ P e c o n i c Bay SUB FLOOR INSTALLED A5 PER MANUFACTURERS PLATE = Z Y FLOOR JOIST ° SPECIFICATIONS AND NYS CODE RIM I I I I I I I I �.' 1 Cutchogue, NY JOIST I 1 1 I I I I I DOUBLE ACQ SILL PLATE a 16 Ga. STRAP TIES MANUFACTURED BY SIMPSON STRONG-TIE TERMITE SHIELD ° a CONNECTORS MODEL No. CSI6 OR APPROVED EQUIVALENT. ° STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP 16 Ga. STRAP TIES MANUFACTURED UNDER awing Title: FOUNDATION WALL c FRAMING UNDER SILL PLATE AT FOUNDATION DOUBLE BY 51MPSON STRONG-TIE GONNECTOS c a ACQ SILL - MODEL No. C-516 OR APPROVED EQUIVALENT. a ° PLATE STRAP TO HAVE MIN. 12" BEARING ON THE STUD CONNECTION AND WRAP UNDER SILL PLATE AT FOUNDATION. 3" x 3" x y" STL. BEARING PLATE MANUFACTURED DETAILS BY SIMPSON 5TRONG-TIE CONNECTORS MODEL No- LBPSY2 a a a OR APPROVED EQUIVALENT FOUNDATION a ° a_ d v ° WALL a ° a ° a a ° d Project f. Scale: -- TYPICAL Y x 12" HOOKED ANCHOR BOLT a a° ° 1000-111-11-26.3 As Noted - a 23" O.G. �.° °: 4 ° USE 6IMP50N Z-MAX OR HDG CONNECTORS - WITH l" MIN EMBEDMENT INTO CONCRETE a ° TO INCREASE CORROSION RESISTANCE Date: Sheet g: - WITHIN 6-12" OF EACH END OF PLATE FOR ALL HARDWARE IN CONNECTION October 03, 2024 x of x W/ ACQ. LUMBER Sheet: FOUNDATION 5T1 AFFING DET,41L UPLIFT CONNECTION DETAIL FROOF OPENING DET41L A — 5 01 . 0 0 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: NTS ALLOWABLE (HOLES - TJI® Joists Refer to Manufacturer's Instructions for additional Installation Details and Specifications Min.distance from Table A Min.distance from Table B 1Y27any hole may be cut / See current i Leve to (or approved equal) literature for framing connectors No field cut Do not cut holes larger anywhere in web out- holes In than 1Y2'in centlever hatched side of hatched zone zones DO NOT JOIST DETAILS 6" �� O ^ o cut or notch flange. g "� �"�� 6 Load bearin or shear wall above (must stack over wall below) � 6^ L1 Closely grouped round L2 2 x L2 D2 6^ g^ Plate nail Web Stiffeners Load from atxrve 5 v, minimum holes are permitted if minimum Plate nail required each side to all holes the group perimeter IRC 502-7 requires lateral restraint Blocking panel Q (applies l at A2W (blocking)at all intermediate °� ao except knockouts) meets requirements for Blocking suppors in Seismic Design 2x4 minimum *minimum"r y6" round or square holes. panel Categories DO,Di,and D2 to squash blocks o Table A - End Su alrt DONOT strengthen the floor diaphragm.pp cut holes in cantilever Web Stiffeners Rim-to-joist nail o Minimum distance from edi a of hole to inside face of nearest end support reinforcement required each side I TToe nail B1 Ys > � o JOIST TJIROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Toe nail at A1w ofDEPTH 2" 3" 4" 5" 6Y" 7" 83/e" 11" 13" 2" 3" 4" 5" 6Y2" 7" 8%" 11" 13" Web stiffeners2x4 TJI®rim joist squash blocks a, °' Cd 110 1'-0" 1'6" 2'-0" 2'-0" 5'-0" 1'-0" 1'-0" 2'-0" 3'6" 4'6" required each side at : P. � 210 1'-0" 1'-6" 2'-0" T-0" 5'-0" 1'-0" 2'-0" 2'-6" 4'-0" F-0" B1W and 82W Must have 13/,�"minimum 9y" Use 2x4 minimum squash blocks to R 230 1'-0" 2'-0" 2'-6" T-6" 5'-6" 1'-0" 2'-0" T-O" 4'-6" 5'-0" Al O joist bearing at ends.Attach g2 Blocking panels may be CS U) O required with shear walls transfer load around TJIe joist 360 1'-6" 2'-0" 3'-0" 4'-0" 6'-0" 11-6" 2'-6" T-6" 5'-0" 5'-6" rim joist perA3 detail. q 3 co •� 110 1'-0" 1'-0' 1'-0" 1'-0' Z-6- 2'-6" 5'-0" 1'-0" 1'-0" 1'-0" 2'-6" 4'-6' 4'-W 6'-0" above or below-see detail B1 p y 210 1'-0" 1'-0" 1'-0' V-6" 2'-6" 3'-0" 5'-6" 1'-0" 1'-0" 2'-0" T-O' 5•-0" 5'-0" 6•-6" 11 Ys" 230 1'-0" 1'-0" V-W 2'-0" X-O" 3'•6" 6'-0" 1'-0" 1'-0" 2'-0" X-O" 5'-6" 5'-6" 7'-0" \cfl co u1 � oo 360 1'-0" 1'-0" 1'•6" 2'-0" 4'-6" 5'-0" 7'-0" 1'-0" 1'-0" 2'-0" 4'-0" 6'-0" V-6- 7'-0" 560 1'-0" 1'-0" 1'-6" T-O" V-0" 5'-6" 8'-0" 1'-0" 2'-0" T-6" 5'-0" 7'-0" 7'-0" 8'-0" \CD Filler block:Attach per the table below. 4'-0"length of 8"diameter maximum hole for 11%8"- °� 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'6" 5'-0" 1'-0" 1'-0" 1'-0" 1'6" 3'-0" 4'-0" 6'-0" 8'-0" Clinch nails when possible. %4 reinforcement 16"deep blocking panels;6"diameter q o 210 1'-0" v-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-W 4'-6 6'-0" 8'-0" Backer block:Install tight to top on one side at E2, maximum for blocking panels 9Y2 z C"2 co 14" 230 1'-0" 1'-0" 1'•0" 1'-0" 1'-6" 2'-0" 3'-0" 6'-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-0" T-0" 9'-0" flange(tight to bottom flange both sides at E3 deep or shorter than 1T long. 360 1'-0" V-W 1'-0" 1'-0" 2'-6" X-O" 5'-6' 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-6" 8'-0" 9'-6" with face mount hangers). Flush bearing plate required. Do not cut flanges. Hanger height must 560 1'-0" 1'-0' 1'-0" 1'-0" 2'-0" T-O' 6'-0" 9'-0" 1'-0" T-0" 1'-6" T-6" 6'-0" T-W 9'-0" 10'-0" be a minimum of 6090 Attach per the table below. Maximum Y4"overhang 210 11-0" 1'-W 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 1.-0" 1'-0" 11-0" 1'-0" 2'6" 3'6" 6'-0" 8'-0" 10'6" of foist depth ��'Clinch nails when possible. permitted at beam. 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 6'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-0" 7'-0" 9'-0" 11'-0" ° 1Y4"TimberStrands LSL or 16" iLevel®1Ye"rim board.Nail with 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" Tv 6'-0" 9'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 5'-0" 9'-0" 10'-0" 11'-0" Backer block 10d(0.131'x 3")nails,one 560 1'-0" 1'-0" 1'-0" 11-0" 1'-0" 1'-0" 3'-0" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'6" 5'-0" 6'-0' 10'-0" 11'-0" 12-0" " both sides of web N each at top and bottom flange. 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" Top mount with single TJI® joist Attach reinforcement hanger _ 18" 360 114" 1'-0" 11-W 1'-0" 1'-0" 2'-0" 51-0" 1 u4r 1'-0" 1'-T 1'-0" 3'-W 5'-0" 10'-0' 11'-0" 13'-6" " to joist flange with 8d(0.131" 560 11-0' 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" 11'-0" 1'-0" 1'-0" 1'-6" 4'-0" 6'-6" 11'-0" 12'-0" 14'-0" TJI®Depth,D TJI®Flange Block Nail x 2Yz")nails at 6"on-center. Face mount p Width Type Size Quantity o� When reinforcing both sides, 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 7'-0" 10'6" 1'-0" 1'-0" 1'-0" 1'-0" 2'6" 8'-0" 11 fi" 14'-0" 15'6" �Qn 9 20" hall er Face grain 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1%0" 7'-0" 11--0- 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" V-6" 12'•6' 14'-6" 15'-6" g , Filler 10d(0.128"x 3") 1011r tt` stagger nails. � less than�" horizontal (� 92"<Ds16" Backer 10d(0.128"x 3") 1011) O E3 Table B - Intermediate or Cantilever Support O , Filler 16d(0.135"x3j") 100)-each side O Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support H1 32 Backer 1od(0.128"x 3") 1011) H3 � ° JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE less than 31" Filler 10d(o.128"x 3") 15 , TJI® Backer 10d(0.128"x 3") 15 1� DEPTH 16"<Ds20" (0 2" 3" 4" 5" 6Y2" 7" 8'/e" 11" 13" 2" 3" 4" 5" 6Y2" 7" 8%" 11" 13" �" Filler 16d(0.135'x 3�"} 15-each side U 110 1'-6" 2'-6" T-0" 4'-0" 7'-6" 1'-6" 2'-0" T-6" 5'-6" 6'-6" 2 Backer 10d(0.128"x 3") 15 m 9Y2" 210 2'-0" 2'-6" 3'•6" 4'-6" T-6" 2'-0" T-O" 4'-0" 6'-0" 7'-0" 20"<Ds24" 31" Filler 16d(0.135"x 34") 25-each side w > 230 2'-0" T-0" 4'-0" 5'-0' 8'-0" 2'-6" T-0" 4'-0" 6'-6" 7'-6" Backer 10d(0.128"x 3") 15 O 360 T-O" 4'-0" 5'-6" V-6" 9'-0" T-O" 4'-6" 5'-6" T-6" 8'-0" (1)15 for multi-family applications O 110 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 4'-0" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-6" 7'-0" 9'-0" 'th top mount hangers,backer block required N 210 1'-0" 1'-0" 2'-0" T-W 4'-0" 5'-0' W-W 1'-0' T-O" V-0" 4'-6" T-6' 8'-0' 10'-0' EH2) only for downward loads exceeding 250 lbs or for O U 230 l'-0" 2'-0" 2'-6" X-6" 5'-0" F-6" 9'-6" 1'4r 2'-6" 3'-6" 5'-0" 8'-0" 8'-0" 19-0" uplift conditions. 360 2'-0' X-O" 4'-0" 5'-6" T-O" T-6" 11'-0" 2'-0" T-6" 5'-0" 7'-0" 9'-6" V-61 11'-0" 560 1'-6" 3'-0" 4'-6" 5'•6" 8'-0" 8'-6" 12'-0" 3'-0' 4'-6" 6'-0" 8'-0' 10'-6" 11'-0" 12'-0" nQ) � bid 110 1'-0" 1'-0" 1'-0" 1'-0" X-O" 2'-6" 4'-0" 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" 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'-0" 14" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" T-6" 5'•6" 10'-0" 1'-0" 1'-0" 2'-6" 4'-0" 6'-0" 7'-6" 10'-6" 1 T-O" 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6" 12'-0" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" O 560 1'-0' 1'-0" 1'-6" T-6' V-6" 6%6" 9'-V 13'-6" l'-0' 3'-0' 5'-0" T-0' 10'-0" 11'-0' 13'-6" 151-0" BEAM and COLUMN DETAILS z o 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-Y 5'-0" 9'-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 9'•6" 12'-6" 15'-0" 16" 230_ 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-D" V-6" 10'-0" 1'-0" 1'-0" v-0" 2'6" 5'-0" 6'-0' 10'6" 13'-0" 16'-0" 360 r-0" r-0" 1'-0" 1'0 3'-0" 4'-0" V-6- 10--0" 13'-6" r-0" r-0" 2'-0" a'-0" 7'S" 6's" 13'-0" la's" 1r-0" BEAM TO COLUMN LATERAL BRACE � ® 0 1 560 1'-0" l'-0" 1'-0" 1'-0" 2'-0" 3.-6" 7'-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-0" 5'6" 9'-0" 10'-0" 14'6" 16'-0" 18'-0" .1-4 O 4" 5" 6" 4 7" 8" 10- 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 1r TJI®joist Ri 360 1'-0" 1'-0" 1'-0"I 1'-6" T-O" 6'-0" 9'-D" 15'-0" 1'-0" 1'-6" 4'-0" V-6" 9'-0" 14'-6" 16'-6" 19'-6" -i-) (j 18" 560 1'-0" 1'-0' 1'-0"^ 1'-0" 2'-0" 6'-0" 10'-D" 16'-6" 1'-0" 3'-0" 6'-0" 8'-6" 11'-6" 16'-0" 18'-0" 20'-0' N N 20" 360 1'-0" 1'-0" 1'-0' 1'-0" 1'-0" 3'-0" 6'-0" 11'-0" 15'6" 1'-0" 1'-0" 1'6" 4'-0" 7'-0" 12'6" 16'6" 19'-0" 21'-0' Floor beam Q 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 12'-0" 16--0" V-W 1'-0" T-O- 6'-0" 8'-6" 14--0" Ir-6' 19'-0" 20'-6" Rectangular holes based on measurement of longest side. Bearing on Concrete or Masonry Pocket - Holes may be located vertically anywhere within the web.Leave Y8"of web(minimum)at top and bottom of hole. Full Depth Header - Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. Low Header High Header Strap y2 minimum clearance Sign & 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: RE D,q�C at the center of the joist span provided that no other holes occur in the joist. COLUMN Use clips for lateral support 0 Qp E R. qo (do not attach to beam) �� �� ` 'f, �p Distances are based on the maximum uniform loads from current!Level specifier's guides.For other load conditions or hole configurations use iLevel®TJ-Beame software or contact your iLevel representative. 2x4 blocking for ="tee Z _.._ Steel Column lateral support ° • SU It s a !h law f�r aDy erson Header Beam seat connector unl v ti .direc on the lice c �: il in any on Verify column capacity Bader Header 2xX nailer' Concrete or CMU wall way..archi f e ��� to ih architect and beam bearing Suggested lateral bracing detail for beam shall of 0(Di i and the L5 length.See current L7 L8 L9 Double nailer may be required depending L14 when required. Verify beam bearing length L25 notation "a ed by his Other iLevel® Trus Joisto Headers and Beams !Levels literature. upon opening size and window type on page 36 of TJ-9000 Specifer's Guide signature and the ate of such alteration, and a specific description of the alteration. Microllam® LVL 1.3E TimberStrando and Parallame PSL LSL hole zone hole zone 2 x diameter of the Y3 depth largest hole(minimum) Architect: DO NOT cut,notch or drill holes in headers or beams — — —I except as Indicated in --_-- d o O o o illustrations and tables. 0 0 0 / �AG Mi II V ��cro am® L L and BEAM TO COLUMN LATERAL BRACE Parallame PSL Header or Beam Maximum Round allowed hole zone, Depth Hole Size Joist middle Y3 span 4%8" 1" BEARING FOR DOOR BEAM TO BEAM BEARING AT 5Y2 1/4" 2x4 brace at CONNECTION CONCRETE WALL rd 1.3E TimberStrande LSL allowed hole zone d 7Ya"-20" 2" each column BEAM ON OR WINDOW HEADER COLUMN CAP See illustration for Allowed Hole Zone Strap per code stop plate is not continuous over Simpson header General Notes Strong-Tieeor 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 AD RAC l YA Face mount Protect untreated No holes in headers or beams in plank orientation. Floor beam wood from direct . P1 hanger contact with DESIGNS, L LC Column L3 See current iLevel®literature L4 concrete O Metal post cap for framing connectors A2ARCH 1 6CaGMAIL.COM WARNING Joists are unstable until braced laterally Verily beam bearing length below (516)289-2461 Bracing Includes: �7 and column capacity on page 42 9000 Specifiees Guide Project Title g ofTJ- 1 355 Little - Blocking - Sheathing swt Lines - Hangers - Rim Boerd - Rim Joist TJI®JOIST NAILING REQUIREMENTS at BEARING P e c o n i c B a y WEB STIFFENER ATTACHMENT TJI®Joist to Bearing Plate Squash Blocks to Cutchogue, NY " r 1Ya'TimberStrand® LSL or (Load bearing wall above) d �I iLevel@ IYe rim board. One 10d(0.128 x 3") "With point load from above,install web stiffener tight to top _ nail into each flange DO NOT walk on joists DO NOT walk on joists DO NOT stack building Drawing Title: flange(gap at bottom flange)when there is no support below. until braced. that are lying flat materials on unsheathed One 8d(0.113"x 2Y2) nail each side.Drive ENGINEER FLOOR INJURY MAYRI:SULT. joists.Stack only over Nailing Requirements nails at si angle at beams or walls. Depth Minimum Web mg TJI Joist Series in. Stiffener Size Type Number Nails least 1Y'from end. � J 0 I S T DETAIL S WARNING NOTES: (in.) Yp Gap*• End Intermediate 1%'minimum bearing at also see detail e2 Lack of proper bracing during construction can result in serious " 110 All %8"x 25/e" end support;3Y2"minimum Yg minimum at intermediate support accidents.Observe the following guidelines: 1" " 210 All 3/a"x 2 7e" 8d (1Y2"for TJI® 23/a maximum 7 " 5 " ,��I/" Shear transfer.Connections equivalent to 1.All blocking,hangers,rtm boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. 230&360 All /g x 2 16 (0.113 X U2 ) Moor panel nailing schedule 2.Laterial strength,like braced end wall or an exist! deck,must be established at the ends of the bay.This can also be 560,560D, " " 3 3 Project g: Scale: m9 Y s31 &s33 All 1 x 25/6 Rim to TJI®Joist t000-ut-a-zs.s As Noted accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. s47 joist) 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"TimberStrand® LSL or 3Y2"wide TJI®rim Without this bracing,budding sideways or rollover is highly probable under light construction loads-such as a worker or 4� Web stiffener each side. 560&s47 All 2X4 " " !Level®1Ys"rim board or joist:Toe nail with Date: Sheet p: s (0.135 x 3Y2 ) one layer of unnajled sheathing. See sizes below. 1 Y4 wide TJI®rim joist: 10d(0.128"x 3") 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. * 18" 4 4 One 10d(0.128"x 3')nail nails,one each side 3Y2"wide TJI® October o3, zoz4 x of x 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. W 560D 22' 2x4 (0.135"x 3Y") 6 11 2 Ys"-2 sus"wide TJI®rim O ' ' joist:One 16d(0.135"x 3Y2"wide TJI® " A Weyerhaeuser,il-evele,Microllame,Parallame,Silent Floore,TimberStrande,TJI®,and Trus Joist®are registered 24 6 13 3Y2")nail into each flange rim joist — 0 2 , trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. 1 "minimum bearing Top View Locate rim board joint between joists. s� Q) � � o �. N .N O O E O N C/] U tx O _O N Q)O V V) rn O O c S C/) s fl N N � � rxac� �CD c\2 d� oo .-, ------ — --- I M o c i CO o J ! x I- 21.42 i _ . 21.42' 35.1�(' 21.42' I I I I I - ------------- - F J r I (Y I >< X - - m - J - - - Ct - — FfRST FLOOR i OND FLOOi� m -- --- ----�-- o ,54&.13 SOFT. I N 2,la�.>�8 SOFT. 2 I -- - � c l zi _ t POOQ - F__ cYl I I L - i ---- - -- -- — - 2^� _ �; I :I I I II II �i - - --- - I � I II - - - ------ - - --- — — - --- ---- - cudp � f�'. ---rY`Y � �� � yl ii -f — — — - - O U 22.92' -- - - - 35.17, 21.42' Q) L__ L I X I } W O 4 r' ;e, O UqI *i-I4r�nM \, lH II - _ 2 O2 SQ.FT. @ I I I _ V) 21-421 �1 I C) o -- ---- — - - - - I I ( I 92 1-- O 22.92' I U ------ -- i Q I i I .mac E I i I 51gn E Seal: R. F f RST FLOOiP, PLAN SC,4LE : N.T.S. _ S CONF-) FLOOR PLAN SCALE : N.T.S. E-- - -- - -- - -- - -- - -a I 22.92' I I * •`' It Is viola pems ,unl acting unde he d c ar to alter ---_------- ___ __ _ ____ i I an Ite 1 y if n earn of an archlte I d, M hall affix to ATt I by ht followed 5 51gna n® u Iteration,and n,anem by, a DUI specific del h n. 3 Architect: G ,4R,4GE I i 59 .92 SOFT. j I �A I � I ---- I---- - - --- - -- I " ---- I � i 1 I 1 AD RAG ILIA DESIGNS, LLC A2ARCH 1 6@GMAIL.COM PROPOSED (516)289-2461 FIRST FLOOR 2,�18�.>a8 s .ft. GARAGE 5S3-92 s ft. Project Title: SECOND FLOOR 2,54&.13 s .ft. 1355 Little TOTAL 5,92(o.13 5ci,ft. Peconic Bay Cutchogue, NY Drawing Title: AREA DIAGRAMS Project @: Scale: 1000-111-11-26.3 As Noted Date: Sheet!: December 12, 2024 X of X 5heet: A- 60 0 Q) U a� o � U ' O G. > O _O c U co N :3 Q) a rn R N T m O ¢ C o :> � (�D � 011CC o �rno co C — Z c\z CID a o: 5'-4" N fl'-114" F '-8" f— �2'-5 I I I ' — OL `/ n O Li:01 r r r U 0 `�- p U SEGONDFLOOR - - - - - - - - - - - - — - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U � � UNIT UNIT: © UNIT: UNIT: NO UNIT: 0 UNIT: O UNIT: n UNIT: ® UNIT: U QTY: 2 QTY: 7 QTY: 9 QTY: I QTY: 3 QTY: 1 QTY: 4 QTY: 2 QTY: 2 N 4� �O �2 -5--'�-4—" +.0a> �O 4 ( 4 4-D n eE Cy') a Q) _ AL- JL - r—I tlJ CO r cQ r t0 UJ r cA r cq r Sign & Seal: ED ABC mo,o) JL -_ IN IN IN IN IN S�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - * aa=st y ABOV.= FIRST FLOOR It is vi I ioP -.tar y pe son, unless Ye io e UNIT: UNIT; UNIT- UNIT: UNIT: UNIT: O UNIT: (J UNIT: a UNIT: UNIT: Q lwa. If a r t ip °s N an any QTY: I QTY: 2 QTY- I QTY: 4 QTY- 5 QTY 1 QTY: 2 QTY: I QTY: I QTY: 1 y architect i l�r��t ral.�}in rchitect shall affix to m hie and the notation "altered by o owed by his signature and the date of such alteration, and a specific description of the alteration. W W I N E) O W G C�4 ED U L 2'-il° Architect: -------- — 5C,4LE : -1141��-I,_0" n �r 0 f WIND0W SCHEDULE "ANDER EN �a® mSERIES" NO. QTY. DESCRIPTION UNIT HEAD SILL U-FACTOR SHGG REMARKS LOCATIONS (ROOM ) i DIMENSIONS HEIGHT HEIGHT - m - - - - - A I W1 3(3)) 321� TRANSOM UNITS CASEMENT WINDOW UNITS Fi 81-01, x '-4" 9'-51, 3'-1" .3 00 0.31 110 _ B 2 (1) '1296 FIXED DOOR UNIT 5'-11144" x 'I'-111/2" 8'-0.1 O'-01/2" 0.30 031 FIXED DOOR UNITS 101 A OVE CELLAR SLAB G 1 0) -1296 IN-SWING DOOR UNIT 5'-111/4" x 7'-II1i2" V-0" 0'-01%" 0.30 0.31 PROVIDE ENTRY DOOR HARDWARE 101 UNIT: (2) 2559 CASEMENT WINDOW UNITS I D 4 W/ (2) 251-1 TRANSOM UNITS 4'-2" x 6'•4" 9'-5" 3'- I" 0.30 0.31 GARAGE WINDOWS 113 QTY: E 5 (3) 294'1 CASEMENT WINDOW UNITS 2'-5" x V-ll" 8'-0" 4'-I" 0.30 0.31 PRO BRAE TEMPERI ED GLA55 103, 108, 109, 110 AD RAC NA UNIT F 1 (1) 31o96 IN-SWING DOOR UNIT 3'-0" x 1,41/2" V-0" 0'-011/2" 0.30 031 HALLWAY PATIO DOOR 102 DESIGNS, LLC G 2 (1) 18996 GLIDING DOOR UNIT 15'-Sl�a" X 1'41/211 8'-0.1 O'-01/2" 030 031 104 A2ARCH16@GMAIL.COM N I (1) 969ro GLIDING DOOR UNIT 1'4114" x Z'-111j2" 8'-011 0'-01/2" 030 031 105 (516)289-2461 I I (3) 3553 CASEMENT WINDOW UNITS V-0" x 4'-5" 8'-0" 3.4. 0.30 0.31 KITCHEN SINK WINDOW 106 J 1 (2) 3259 CASEMENT WINDOW UNITS 5'-4" x 4'-I1" 8'-011 3'-11, 0,30 0,31 1015 Project Title1 3 5 5 Little K 2 (2) 2129 PICTURE WINDOW UNITS 3'-&" x 2'-5" 6'-3" 3'-10.1 0.30 031 UPPER FRONT GABLES 211 4 FRONT GABLES P e c o ni c Bay FIXED UNITS L 7 (2) 3253 CASEMENT WINDOW UNITS 5'-4" x 4'-5" -'-0" 2'-'l" 030 0,31 201, 202, 204, 205, 20-1 Cutchogue, NY M 9 N) 3535 PICTURE WINDOW UNIT 2'-11" x 2'-11" 0.30 0.31 ATTIC WINDOW UNITS ATTIC 211 + ROOF SHED DORMER, UPPER ATTIC GABLE ENDS N 1 (1) 2953 CASEMENT WINDOW UNIT 2'-5" x 4'-5" l'-0" 2'-7 " 030 031 206 Drawing Title: O 3 (I) 2941 CASEMENT WINDOW UNIT 2'-5 x 3'-II„ -0„ TEMPERED GLASS 3'-1 030 031 201, 208 PRIMARY BATHROOM 208 WINDOW SCHEDULE P I (I) 5959 PICTURE WINDOW UNIT 4'-Il" x l0'-4" 8'-5" 2'-I" 0.30 0.31 TEMPERED GLASS a 208 W/ (1) 591-1 TRANSOM UNIT PRIMARY BATHROOM 208 Q 4 (1) 4135 PICTURE WINDOW UNIT 3'-5" x 2'-I1" 0.30 0.31 UPPER WINDOWS GREAT ROOM 104 R 2 (2) 4135 PICTURE WINDOW UNITS 1'-10" x 2'4" 030 031 UPPER WINDOWS GREAT ROOM 104 Project y: Scale: S 2 (1) 9io3-1 ARCH TOP WINDOW UNIT l'-111/4" x 3'-1%" 030 031 UPPER WINDOWS GREAT ROOM 104 1000-tit-It-26.3 As Noted Date: Sheet T IT) 3559 CASEMENT WINDOW UNIT 2'-I1" x 4'-I1" V-01. 3'-I" 0.30 0.31 CELLAR EGRESS WINDOW UNIT 002 October 03, 2024 x of x Sheet: A- 602 . 00 I , I I BEOROCOM"I x\ CLOSETO � uv T L \ a a I # I N BATHROOM E I ---- O F. PRIMARY 204 I KITCHEN I i I - U- 2O6 BEDROOM II I` �) 0, E 11 106 �f x\ ,- 20l I � � - 1-( \� 0lNl -1 ROOM GREAT ROOM ,%, ---- - I SAT ROOM r. ELOW T T - 105 IO4 - I $ O __ I a i -_ �-_ � A c A o DOUBLE 1 j 09 0 „Y HEIGHT -- I � w i r ------------- a) CO ----- Y `r' Y ' I sue• 12 1' q q i 1 m 0 CLOSET71 Y q _ FT— T w E I 1 c co :�, V1 A I 3 A r-- BATHR I , Y � a. E o 0 HALLWAY \ A 'd :-- q i i i �` 0 \ O\ I I 12 Y I i ! I I I ------- ------- q q o — I I I I I l IM I I I I I i I I I i _-- —____-- p PRI©Y •�A�-' I q I , l 2 i i i I c 08 m zT\2 CID LLERY s 1 i q `--- (� ENTRY Y I 4- BEDROOM I II I MUDROOM E q - T CLOSET q 2D2 I 11 I 102 -l/T�)" -- n - _ A 103 ; AENTRYA A �� A A BATHROOM PORCH q - O� E ! ----- ----- ----- , (� O L-———— -----� -- .- WAL K_ �► I I tti WA II �! I - - I I O L IGz�T INS FLAN a a \0 A LIGHTING:; I=L AN I '1' i Y I +� O FIRST FLOOD SCALE : N.T.S. SECOND FLOOR SCALE : N.T.S. I °J I (D-------------� ------------� CJ I I v Q) Q) Q) 1 I + Z o I A I Y) ' ' I O GARAGE � N I -(AJ -(A} -tAr Sign & Seal: YYI YY �Y ARC& I I , A LU ' kip It is aci o frofect' �r .rson, unles act g p ecYy raf the I I I licens t o I a,�Nar�Ap in any I I y ,t col f an L-------J I I I WO If � }a� architect I ed qall t architect shall affix t it�rn tffe I and the L_____ __.___J notation "altered y' o owed by his ;--------------------------------------------------------------- ---------------- signature and the date of such alteration, I and a specific description of the alteration. I I I � -----------1 -� Light Type A Light Type B Light Type C Light Type E j Y . ® i p -----------------------------i um Room Name ant eiling Moun Wall Sconce Architect. Number R Recessed Pend I I I 1 1 p I I I I I I I 001 Gary 8 .77----- 002 Wine Cellar 4 q q q a - I 003 Mechanical 2 ' 004 Bathroom 4 l 005 Gym 01 8 � 006 Rec Room 17 .' 1Y' Y STORAGE ; 007 Storage 4 REC ROOM 00' 008 Theater 8 / Cellar Total 55 0 1 1 ,� 101 Entry& Front Porch 16 4- ; 102 Mudroom& Gallery 8 - 103 Powder Room 2 1 A 104 Great Room 9 1 AD RAG NA A -(A�- MECHANICAL�` A q H T T T T T ; 105 Dining Room 6 - mms { )A- a - ".; 106 Kitchen 10 3 DESIGNS, LLG �� 107 Pantry 4 S`I M50L FIXTURE DESIGNATION A2ARCH16@GMAIL.COM r—r- I (516)289-2461 I I I I I ; I 108 Bedroom& Closet 6 1 O � ..(ate T T , Y , , , , , I, •r •>' 109 Bathroom 4 1 RECESSED HOUSING I Cl 1 ' •� -------------------------' 110 Bedroom Closet 6 Project Titf1355 �PENDANT FIXTURE - THEATER I �- 5 5 Little A 008 , 111 Bathroom 4 1 112 Hallway 3 _ P e c o n i c B a y ® T 113 Garage & Breezeway22 C Cutchogue, NY First Floor Total 100 3 3 3 CEILING MOUNT FIXTURE WINE LLAR Drawing Title: 201 Hallway& Porch 13 �E SCONCE LIGHTING 202 Bedroom& Closet 7 1 ----------- 203 Bathroom 5 2 NOTE: LIGHTING PLANS ------------ 204 Bedroom& Closet 6 1 1. ALL WORK SHALL CONFORM TO N.E.C. N.Y,S.F.U. ALL WORK SHALL BE COPPER 2 ALL FIXTURES AND LAMPS TO BE SUPPLIED BY AND INSTALLED BY _---------_ 205 Bedroom& Closet 6 1 GENERAL CONTRACTOR EXCEPT AS NOTED. ---------------------------------------------------------- I 3. EXACT LOCATION OF ALL FIXTURES, SWITCHES AND DEVICES SHALL BE ------------- I 1 i 1 DETERMINED IN FIELD BY ARCHITECT E OWNER PRIOR TO ROUGH IN. P As 206 Bathroom 4 Project �: Scale: . 1000-111-11-26.3 As Noted 207 Primary Bedroom 7 1 4. ALL SWITCHES ARE To BE ILLUMINATED EXCEPT IN BEDROOMS. I , 5. ALL SWITCHES ARE TO BE DIMMED AS SHOWN. Sheet ' 208 Bathroom 7 2 6. ALL LIGHTING FIXTURES TO MEET ENERGY STAR REQUIREMENTS Date: ; I I , October 03, 2024 x of x I , 209 Primary Entry 4 PART VIII - ELECTRICAL I I ' 210 Prima Closet 4 ALL ELECTRICAL WORK MUST CONFORM TO NF.P.A. '70-19g9 AND BE Sheet: J\ I I i Second Floor Total 63 0 4 5 INSTALLED IN ACCORDANCE WITH PART VIII - ELECTRIC OF THE RESIDENTIAL II I ry� I I CODE OF NEW YORK STATE. THE INSPECTION AGENCY PROVIDING THE — O . O O Ls I Ik4 T I N f LA I � 1 ELECTRICAL CERTIFICATE MUST CERTIFY THAT ALL ELECTRICAL WORK HAS Total 218 3 8 9 1 , BEEN INSTALLED IN ACCORDANCE WITH THESE CODES. CELLAR SCALE N.T.S. OF I I — — — — — — — — — — — — — — — — — — — — — � STEPPEDI I —————————————————————————————————————————————————————— Q) FOOtINCs — — — — — — — — — — — — — — — — — — — T — }- — __ — — — — — — — I—I—I—I—I—I --I I — — — — — — — — — — — — — — — — — — — — — — — -� r.. I I rn I 0 I I I I I I o + ATO — — — — — — — — — — — — — — —1 61 - I I I I I I © — — — — — — — — — — — — — — — — — — WALL 6l - -- -- - - - - - - - oWALL.68' — - - — — — — — — — — — — — — — - - - - - - - - - - - - - - I I 0 0 STEPPED — w O STEEL EAM -82" -3'-3' FOOTING T.O.IWALL STEEL BEAM POCKET tYP. I I " P KEt —�8 _g 3.52' COORDINATE WITH I STEEL I S '� T.O. WALL T.O. WALL FROM FRAMING PLANS,FULLY 23 00 32 68' FILL VOIDS WITH N.S.GROUT in Q CELLAR SLAB EL. 23.00' I �. 4" POURED CONCRETE SLAB (3,500 PSI) I I i o � o I REINFORCED W/ 6x6 Im/m W.W.M. I m y C I m� OVER 6 MIL POLYETHLEENE VAPOR BARRIER I OVER 12 COMPACTED GRAVEL BASE I I � a TYPICAL FOUNDATION FOOTING I m \ 4) �_ oo -, 3500 PSI POURED CONCRETE FOOTINGS I ICO CD o 1-1 12 DEEP x 2'-0 W W/ (3) 05 REBAR CONT. AND -Itt I o co 48"x48"x12° P.G.FOOTING "5 REBAR GROSS TIES a 12" O.G. a BOTTOM N I W/ (4)"5 BAR 0 BOTTOM TYP. OF ALL UNLESS OTHERWISE NOTED I z I F EACH HSS 1 AY NOTE: "5 BAR a 24" O.G. DOWELED INTO WALL ABOVE r 5"x5"x ;6' TYPICAL FOUNDATION WALL I I COLD I IO"5 BARS. FOUNDATION I I I 05 BARS a 24" O.G. HORIZ. INSIDE FACE L — — — J 8 "5 e 24" DOWELS INTO FOOTING I I 20'-41' 1'-101" 1'-10�' 1 _ gI. 1 _ I 4 - 2 F — — — — —I 2 54"x54"x12I�fi�.G.FOOTING 20 44 _ _ _ — — HSS I HSS F — HSS W/ (4) EACH I WA BOTTOM I— 5"x5"x5i 5"x5"x5/b 5"x5nx5i 5 x5 x5 ® 4-) GOLUM i I COLUMN I i CCL- i i COLUMI I I O -J L — — — J 54"x54"xl2" P.G.FOOTING L — r — — — I _ W/ (4)"5 BAR a BOTTOM &O"x&O"x12" P.G.FOOTING T.O. WALL -� EACH WAY EACH WAY a BOTTOM -IN w 31.52' < I _ p I I— � T.O. WALL r r I ---------------------------------------- cs� I @ I I � 2550' STEEL BEAM CREATED TREATED STEEL BEAM I I C U i `rIDRAINI nl POCKET P015T FOR — — — — — — POST FOR POCKET — j - - - - - - - - - - LVL - - - - - - - .r - - - o � I T.O. WALL I ]�— r I T.D. WALL L- - - - j I 32.68' I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —1 I 32.68' T.O. WALL `.' T.O. WUNEXCAVATED E L T.O.152'LL I I N PORCH SLAB ABOVE I ( 4-•) Z -OO •r-I �i � I --------I '—� O T�1.83'LL r- I I I •` +-- � � -�-� O r I I I I I �_ I a � ca T.O. WALL :: --------� LO U +� 31.52' I L- - - - - - - - - - - - - - - - - - - - - � �- ------ I L� `� U I T.O. WALL U) `ram I _ O N - - T- `o T T.O. WALL p IT °o F -------------------------------------------------------------- -- wz 3.-ZZ C,I I L - - - - - - - - - - - - - - - - - - - - - - IL 01 I W�I T 36W A L W Q I o° I i 5ign a seal: 22'-11' `D I �RED qRC 0 ° UNEXCAVATEDR. 4" POURED CONCRETE SLAB (3,500 PSI) I- °o -I I ��\ ��C' 0 I o I REINFORCED W/ 6x6 I%p W.W.M. OVER 6 MIL POLYETHLEENE VAPOR BARRIER T.O. SUBFLOOR e ELEV. 33.00' I o I OVER 12" COMPACTED GRAVEL BASE I o o I I ° T.O. WALL ° I It is viola pe unl s acting V I o I 30.00' N.- I 1 archincie he c ar hall alter an it, y.If m call I of an o °o I archlte i d, ng hall affix to mill I I o I I his item t W followed T.O. WALL e ELEV. 32.68' `)GALE - 14 = 1 -�il 3 -Olt0 5 -3 3' 0 1 by his signs n� u alteration,and a a 2 / o —TERRACE FIN15H I k— — PITi „ 2 0 1 2 4 T.O. WALL T.O. WALL T.O. WALL T.O. WALL 21'-3' MASONRY TILE FINISH 32.68' 31.83' 25.50' 296�' I I @ I I Architect: OVER 2" SETTING BED _—_- ° ° o o W/ 4" POURED CONCRETE SLAB _6n44n 14" F.J. (SEE FRAMING PLANS) T.O. WALL ----------- T.O. WALL ° o 0 0 o T.O. WALL T.O. WALL T.O. WALL T.O. WALL I/ (3,500 PSI) REINFORCED W/ 6x6 10/O 31.52 ----------- 23.00' o°o o o°o o 0 30.00' 30.83' I 30.83' 30.83' i W.W.M. OVER 6 MIL POLYETHYLENE T.O. SHELF e ELEV. 31.52' VAPOR BAF;RIER I T.O. W6ALL NOTE: SLAB TO PITCH NOTE: / % l! AWAY FROM FOUNDATION DO NOT B,4CKFILL AG,4IN5T FOUNDATION WALLS + I I UNTIL FIRST FLOOR FRAMING 15 COMPLETELY INSTALLED I I UNEXCAVATED T OF OF FOUNDATION L ID 5 I i 4" POURED GE 5L BE SLAB���0 PSI) REINFORCED W/ 6x6 I%m W.W.M. Y SCALE. 3/4" _ 1'-0" NOTE: I I OVER 6 MIL POLYETHLEENE VAPOR BARRIER ASSUMED ALLOWABLE BEARING CAPACITY OF I OVER 12" COMPACTED GRAVEL BASE 2,000 F.S.F. -- VERIFY IN FIELD I I I -- �' Ir AD RAC ILIA I I I I DESIGNS, LLC A2ARCH 1 6C GMAIL.COM `4I I I I TEiII(ROOFING MEMBRANE eur�0 il' e _ 70TECTEP W/ I" RIGID INSULATION 4 BAR LONG(TYPC DRIVEWAY P�NAPRON) ProectUle:1V55 Little I I—I I—_ I I I 4" POURED CONCRETE SLAB(4)000 PSI) "4 BAR ® 24"O.C. 0 REINFORCED W/6x6 �(m W1UM.OVER 6 MIL 6x6 lm�W1ll1"I. 2 a I —I I_I I— I T POL7ETNYLENE VAPOR BARRIER — — — — = I I - I I 3'-m' Peconic Bay e Cutcho ue, NY T.O. SLAB SEE PLAN II II II I -STEEL BEAM REFER TO FIRST 9" - - - - - - -� I - - - - - - - - - - - - - -•— �`- FLOOR FRAMING CLAN ZFILTER FABRIC 1'-0° �� uxa I I o 0 0 0 0 I I G4RAGE SLAB ® 33.00' n " Drawing Title! -3is" FULL HEIGHT WELDED STIFFENER B.S. OF BEAI'i � a ° MEMBRANE T.O.J1l4LL g 3?.6�' n ' CENTERED OVER BEARING PLATE ° I II II - ` o 0 0 0 �-o = �d p -- — — «5 BARS s 24"O.C.IaORIZ. ❑ m '� -1ie"x5"x12" BEARIN�x PLATE ° �a ° o �-_o —_ — — — — — — — — — — — — — — — ' FOUNDATION PLAN a I (—I 22'-II "5 BARs 24"O.C.VERT. i �o�� i ' a (�) o - 65 m 24" DOWELS INTO FOOTING -I" MAX. N.S. NON-SHRINK GROUT TO LEVEL �_ a °=a— � ° o _ I_I I — "5 REBAR CROSS TIES 9 Iro" O.C. ;; u 1 (3)"5 REBAR CONT. II p -(2) 5j$"IP S.S. OR GALV. THREADED RODS a 12" O.C. ° o III—III—III— I� TYPICAL FOUNDATION FOOTING „ Q 1000-111-11-26.3 As Noted (CENTERED ABOUT fE) THROUGH r"� HOLES IN 3500 PSI POURED CONCRETE GRAVEL FOOTING II Project Scale: BEARING fiE W/ 12" MIN. EMBED 12" DEEP x 2'-O"W W/ (3) 05 REBAR CONT. 2'-�"— L DRAINAGE -10" CONCRETE WALL "5 REBAR CROSS TIES a 12" O.G. a BOTTOM TYP. OF ALL UNLESS OTHERWISE NOTED Date. Sheet#: i December 12, 2024 x of x "5 BAR a 24" O.G. DOWELED INTO WALL ABOVE 2,_�, L 1��� 8,. 5heet: T�F. 5T EL 5EAM FOCX T T"T' =. FOOTING; [DETAIL, G;,4FA DOOR Of NINE IS - 100 . 00 i I'-oil SCALE: I" = V- SCALE: ii' --- SCALE: 1'-0li Q) a� I:. Y (2) 14" LVL o 12 ¢, u) a� s.. Cr cri p Gr. 20'-01 N q r<lltt 20'-8 v a 4 � X YI N �V \\ 14" TJI 560 F.J. I O ^L� O ' 14" TJI 560 F.J. o o o v 16" O.G. "' iD = I a ]roll O.C. x yJ'F-1 t" 5 K5ux5�" ' 3 LUMN I r _ • NI _" I ID ,4 31 H S I: 102, HSS 11'-102" H55 I'-102" S 5CCS 5' 5"X51(6" 5"X511X5/6" 5"X5"X54" .. 5"X5i(G" ® LUMN W12 x 22 COLUMN W 12 x 22 COLUMN W 12 x 22 LUMN � � N _- -- -- - --=-_ -3 z_-z_ -�r_ - - x X �� �� -� N� m 14" TJI 560 F.J. _—�'--_-, � r.—------- ----_----- -.7�"v_ 14" TJI 560 F.J. �0 16" O.G. d DOUBLE FJ. a Iro" O.C. O 14" TJI 560 F.J. -- 14" TJI 560 F.J. ' I --• r- + O 16" O.C. ?� � I. a 16" O.G. � U ; 14" TJI 560 F.J. I 3„ n I„ I11 -a,__1 � 14'-2 1 11'-3- 22'-2- 9 16 O.C. `� ' TREATED POST TREATED POST ' 2 ' 2 c'II INSIDE FDN WALL INSIDE FON WALL U Q O 7� Q) Q) ) O El r ® OLo I N N Sign & Seal: ARC R. q y% Q' CO ` � .c,�a rt Z It is a vi alit o0 ofwf n p son unless acd f licensed or I t c to i �'Lt it e m i � OORR, 11N way. If an i I aal f(o� architect is a e �. add I ct shall affix to hi 1...j I`te Pe n he NO TE: ALLSTEEEEL. E A 'J J'HALL. 5E AR SCALE : 1/4" = 1'-0 notation "altered b his M signature and the date of such alteration, A MIN, OF 511 WITHIN BEAM POCKETS and a specific description of the alteration. �8�88 BEARING WALL BELOW EXT. OPENING 4 WINDOW NDR SCHEDULE EI�2II_7_Z�2 BLOCK SOLID UNDER BEARING WALL Architect: CLEAR SPAN HEADER SIZE ® POST UP TO 4'-0" 3-Y2" x 9-Yz" L.VL ® POST ENDS --- ----- --- — UP TO 6'-0" 3 y" x II-3'a" L.V.L OR 5 Y4" x 9 y" L.V.L . STRUCTURAL LUMBER p UP TO 13'-0" 5 Y"x II-Y" L.V1 / J NOTE:USE THIS TABLE IF —NOT NOTED _-—"-_-— STEEL BEAM LUMBER SPACING R502.1 LATERAL RESTRAINT AT SUPPORTS Trusses, structural composite lumber, structural glued-laminated members and I-,joists shall be supported laterally as required by the manufacturer's recommendations. R5021.1 BRIDGING: Trusses, structural composite lumber, structural glued-lamfnated members and I-,joists shall be supported laterally as required by the manufacturer's recommendations. i� ADRAG ILIA DESIGNS, LLC A2ARCH 1 6043MAIL.COM (5 16)289-2461 Project Title1 3 5 5 Little 2 B,r BLOCKING BOLTED P e C 0 ni C B a y TO STEEL TO PACK OUT Cutchogue, NI' STEEL AND CONNECT (2) 2"xio" NAILER JOIST HANGERS BOLTED ON TOP OF REFER TO FRAMING STEEL SHEETS FOR FLOOR REFER TO FRAMING Drawing Title: JOIST SIZE AND T`rPE SHEETS FOR STEEL SIZE FIRST FLOOR FRAMING PLAN Project #: Scale: 1000-111-11-26.3 As Noted fDate: Sheet #: October 03, 2024 X of X Sheet: T"'f=. FLUSH STEEL DETAIL -- - ---- - --- S - 101 . 0 0 SCALE: 3/4 11 ]'-oil a� 5 V (2)2x10 HDR — — — — — O GU55ET HDR ABOVE 1 ® > rn � POST I I POST 2x12 C.J. TNRU I TNRU a� bo ___ (3) Ilya" LVL HDR (2) Wile" LVL HDR I — — — — — — — — — — — — — — — — — — — — — — — R_ — — — — — — — — — — E ------- (2)111/" LVL W/ I/" STEEL PLATE �----- ---- POST 8 � POST � POST POST � c ENDS ENDS J ENDS TNRU I T o �. I 1 > 0 /I Q' U' Q) POST j I � � a) s~ ✓1I 1 I i U) f� I M O ---------------- vCO L] IlvB" TJI 560 FJ. 1t: ti I I O a \a� o E� I m CD - � =icy eu � 1 1 Q O � O m I VAULTED Q s 20'-112" tp I I CEILIWS z Q: x I t-- r — I ►- @ 1 I w N 1 I� =3 t�l 1 I/I I I 'J 1 ROOF I I POST O ENDS THRU '(3)I1 LVL W/(2)1/y" STEEL PLA E I EN I I POSTr POST I I ENDS POST I I POST I I TNRU DOUBLE F.J. 1/I I I ® +' L — — — — — — — — — — — — — — — — -r- — —_ (2)IIZa" LVL _ (2) 111o" LVL 1 _ o Posr osT PosT, jl ii ii i I, Pos it .I '' — DOUBLE F.J. 1}L HRU _�� I THRL! �; I�POST � � POST POST ®POST I I I ENDS TNRU I 4� it : POST 1L ENDS t t i t' t t � i i ti t d i i 1 117/8ii TJI 560 F_J. S o J ' -- — �9 p POST (3)Wks" LVL a �+ cA e 16" O.C. I TNRU I IQ ODOUBLE F.J. 0 3: �,nI I o = ca 111'a" TJI 560 F.J. _ I 1 � Q Q)m 1 1 m o I Q) POST TNRU THRU ` — POST ' CANT. ® - - — — — — - - - - - THRU Q)Ih/B" TJI 560 F.J. (3)2x10 NDR (2)—2x10 HD—R (2)2xI0 HDR 6 161, O.G. S 5 C Q) Q) U O O H-7/a" TJI 560 F.J. 1 �E ., Z p 16" O.G. x — x — POST --I 0 i/) POST �� 22'-5I2tt O Q (2) 14" LVL W/ �y" STEEL PLATE E — '-' - - - - - - - - - __ —_ —— ---------- - - - - - - - - - - - - - - - - - - - - - '� - - - - - - - L� v ----------------UPSET INTO WALL ABOVE -------------- (2)2x10 HDR (2)2x10 HDR (2)2x10 HDR U N N IItI P05 (2)2x8 HDR POST U Q I I I (2)2x10 HDR IL-------------- ——————————————— JI sign do Seal: RED ARC A - R. 1 ZD It is a vi n^ - ao rJa san, unless ,�g n r e recti e I� N I licensed CV ITe`� n any an 5 C ON� F L O O A� I I �� L A 1 � I I arachitectnis a eE�J{th��{pt e�i�a architect shall affix to his i eal and the SCALE : 1/4" c V-0" I I notation "altered by" followed by his r � signature and the date of such alteration, and a specific description of the alteration. 1 POST (2)2x8 HDR POST BEARING WALL BELOW EXT. OPENING 4 WINDOW HDR SCHEDULE E77 17Z:2 BLOCK SOLID UNDER BEARING WALL Architect: CLEAR SPAN HEADER SIZE 0 POST UP To 4'-0" 3-V x 9-Y," L.v.L ® POST ENDS \ / UP TO 6'-0" 3-Yz" x II-Ya" L.V.L OR 5-Y4" x S-Y" L.V.L POST - - -- STRUCTURAL LUMBER / ��� \ UP TO 8'-0" 5 y4' x II-Ya" L.VL �\ Y NOTE:USE THIS TABLE IF HDR NOT NOTED STEEL BEAM LUMBER I p SPACING I u I 13502.1 LATERAL RESTRAINT AT SUPPORTS 1 _ 10/8" TJI 560 F.J. I o Trusses, structural composite lumber, structural glued-laminated members and 1-joists 9 16" O_G. 19 shall be supported laterally as required by the manufacturer's recommendations. of R502.11 BRIPGING wl I r Trusses, structural composite lumber, structural glued-laminated members and I-Jolsts shall be supported laterally as required by the manufacturer's recommendations. fLI hl N '1 ADRAGNA �I i DESIGNS, LLC J 1 Q A2ARCH 1 60GMAIL.COM �I (516)289-2461 1 1 x _ IhkB" TJI 560 F.J. 1 9 16" O.G. Project Title 1 1 355 Little POST Peconic Bay FLOOR JOIST - - - t- - - - - - - - - - - - - - - ._ - - Cutchogue, NY I r --------,r 1� ATTIC PULL �1->i �m DOWN ACCESS i \m Drawing Title: FLOOR JOIST SECOND FLOOR (2)2x8 HDR D (2)2x8 NDRD FRAMING PLAN Project {: Scale: 1000-111-11-26.3 As Noted Date: Sheet jf: October 03, 2024 x of x Sheet: s — � o � - oo a� NAIL 4 GLUE 5 PLYWOOD GUSSET POST POST BELOW�jp, ;E )gl/411 LVL RI� 43)91-4" LVL R BELOW Q � r~ °' 2xl(I� R.R. � I I I � 16" O.G. i ; 2 x I O R.R. °' N L L " O.C. 1 , 2x6 HD (2)2xl(I) HDR (2)2xl0 HDR (3)C344" LVL RR 1 ' o a POST (3)2x12 HDR T 4 f ST POST THRU 1 xa 0) Cp U 0 I 1216'" O.C. ( u 0 1 y. s, > o " I X I I �'Pv Ico � (2)2x12 I I I ; \ — 0 a N r� I I N m U) I 1 M O .r C r ' ------------------- ---- --- - w F- S a > Cd o Q dl p. 1 U \co c� ; U � v 1 wI up Iu � 0 0 UOa �M o � \ N N I = x ui CO C) .---I —IN X X to '_ 1 —IN N o NQi I N@ �'. - - - - -1 " - - L ;m Z r C�2 CID 2x12" G.J. c0 I I t a 1611 O.C. 3 1 ; Noe 161-311 I I I 01 W p Oo �► - _X ' T ' OST xA, NDS POST POST d POST POST ©NRU NRU I THRU I ENDS I I I I 1 1 (2)2x6 HDR (2)2x6 HDR 1 2xa C.T- 1 O POST 2�� i Igo" O.G. I 0 IPOST POST POST POSt l ' r(2) 2x12" CJ. I l NAIL 4 GLUE 1 1� PLYWOOD GUSSET ct ctS xlm" N 2m'-112" n I x 1 P OSTBELOW /4 /4 BELOW .° 0 U � u � L) , I N p p N p I _ (2) 2xI2" C.J. N N N S N 16" O.C. p r \ Y) POST I N POST POST ENDS ENDS N I0 Q� POST nn � 0 •- ( )2x12 POST P ST( )II'/a" LVL HD POST PO 1 (3)2x12 H R POST POS ( ) 111'e" LVL HD POST I; Q) F z z r� W ✓, IY �j Z �j O �j 4 4 R� `a'� O Q I U p U U O 4 U Q( O (3)fro" LVL N — — POST POST O U o 0 U O LO -� U K i i Sign & Seal: I I I I I I I 1 ARC,S, R. 0 2x8 C. 1 �� CO xr¢,i s 1 16" O.G. It is viol n c per on, i unles glt i u _g', re tioF> f*h (�GT r eT �®p ING Iy�`I' I 1 licens i ar Ited dm ite in ny way. a CEIL ,Q i archite "iy�, ter lteri ��J ' ect 1 , shall affl1 i �� �W he SCALE : 1/4" = V-0" notation " web� is w ; signature an Pe i alteration, l7 ; and a specific e the alteration. BEARING WALL BELOW I I I v l EXT. OPENING 4 WINDOW HDR SCHEDULE �11721:1 BLOCK SOLID UNDER BEARING WALL 2x►0 RR. Architect: CLEAR SPAN HEADER SIZE o POST a 16° O.G. I I I I UP TO 4'-0" 3-V X 9-Yin L.Y.L ® POST ENDS 1 I — � .\ — UP TO 6'-01, 3 Y2 Y8" x 11- " L.V.L OR 5 4" x 9Y2" L.V.L �' 1% — — -- — -- STRUCTURAL LUMBER 2xIO R.R. UP TO V-0 5 Ya11 x 11-YeII LYL NOTE:USE THIS TABLE IF HDR NOT NOTED —'—'—'— STEEL BEAM LUMBER SPACING 2x5 C. I R5021 LATERAL RESTRAINT AT SUPPORTS ; 16" O.G.; Trusses, structural composite lumber, structural glued-laminated members and 1-joists shall be supportedy required y lateral) as ulred b the manuFacturer s recommendations. R502.7.1 BRIDGING Trusses, structural composite lumber, structural glued-laminated members and 1-joi5ts shall be supported laterally as required by the manufacturer's recommendations. m tu 2xId I g 16" O.G. jK i J I 1 1 " AD RAG NA Q 1 12 x Im R.R. _ , p 16 O.G. 1— I ' 2x8 G.T. I DESIGNS, LLC ---- (3) 16 LVL W 1/ (21 12 STEEL PLATES RB, I 1 a 16 O I A2ARCH 16@GMAIL.COM 51/4 ax5l/4" POST Y f I I 1 (516)289-2461 � .: 5/e" PLYWOOD SHEATHING BOTH SIDES \ GLUE 4 NAIL 9 6" O.G. STAGGERED �@ Rl_; ..� ;� (4 12 ° ° / I° I ° '� 2x11'I� R.R. g Iro" O.G. -- -- 12 ° // 1 °1 ° ° (3) Il'Va" BOTTOM CHORD ' ; Ll i Project Title: p _ 1355 Little / I° I ` ° ° (3) 91/4" LVL RR I Q I °// ° (3) 91/4" LVL RR 2xIfI) R.R. 1 O I Peconic Bay Cutchogue NY ° / ° ° /---------1--1------ -- ° 51/4"x51/4n POSTO.C. ; w i , ° ° ° ° ° ; Q ' 2xl0 R.R. / 2x6 CT 161, O.C. I a 16" O.C. tt Drawing Title: 104" (3) Wks" BOTTOM CHORD I I 2x8G. ' CEILING JOIST 5a" GYP BOARD i 16 GEC;-� K 1 FRAMING PLAN TOP OF WINDOW 1 1 Project : Scale: 1000-111-11-26.3 As Noted Date: Sheet : October 03, 2024 x of x Sheet: G AT 001� FROOF GUe5 T S - 103 . 00 SCALE : 1�2" = I'-0" _i - Q)f M 2x8 G.T. - - - - - ' - - - 2x8 G.T. ' - - - - - - - - - - — , - - - - - ; � — r Ipfi'�uOG 2 x 10 R.R. ! �11' 2xI0 R.R. I I sue, a 0 16" O.C. 2xI0 R.R. 1 - 16" O.G. Q 16" O.C. i 2xI0 R.R. an i ! L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- (3)9 t/4�i LVL R.R. `+� ; p r � ( U) POST �y� I o o BELOW 5: 4" o Co 'n O ------------------- ---------- CD Co � o Cio l; o o � o I o � CD � .u x � x � x � i � � I o N N N@ N N 14 s Z C\2 Co �\ 2k12 ` 2 x I O R.R. O.G. I \ l3) 14" LvL R.B. l3) 14" LVL R.B. (3) 14" LVL RB. (3) I4° LVL RB. <L POST POST POST POST POST POST y� BELOW BELOW I BELOW I BELOW BELOW <��\ O +; I 2X10 R.R. l� � o O . 4 4� o X � x � _`al `YI x � x � PST POSTr Q) o � N N I B°LOW N I BELOW N@ N - - - - - - - - � - - — - - - - - - - - - T - - - - - - —� �' r L (2) Ih8" LVL J (2) 2x6 PLATE (2) 2x6 PLATE II q 8'-6" PLATE ' -4--) -------------------- ------------------------------ -1---------------- -- r -------- --------- -------- - A� HEIGHT I I +� +� ---------------- ---------- ---- �� 2x10 R.R. Q � _ 8'-0" PLATE -m" PL TE z I w z I u z ly HEIGHT + ��, HEIGHT —1 0 1 0 1 0 ( � ; I CJ U I -f'-� L� - - - - - — -— Q - - - - — I 2x8 C.T. IY 16" O.G. r l CYD W N v 2x8 C.T. _ 2x10 RJR. I � Igo O.G. — —i —a 16" O.C. ; ; 2xl0 R.R. � tv 16" O.G Sign & Seal: . , r r � PROVIDE CONTINUOUS PROVIDE COPPER PROVIDE CONTINUOUS I I •<<CR�D ARCy VENTING 9 ALL FLASHING AT ALL VALLEYS ICE 4 WATER SHIELDS I ; ; I ��� QQE R. j RIDGES 4 SOFFITS AND ROOF BREAKS AT ALL EAVES I i 2x8 G. tS t 16" It i a ti a rfoZ ny p rson, unl s g e _tFr 'dr ect?� f he Q I I lice sed 'chi ter' an i em any way. If�p it is IJc+f an i Q� i arch i c i e �fie alter' r-Hitect shall f i # a d the _ V-0n i m � notation I e o le his SCALE 1/4" I � signature dtk In alteration, and a specific of the alteration. BEARINr5 WALL BELOW I _� �IJ-Z2I7A BLOCK SOLID UNDER BEARING WALL I I � 2xI0 R.R. I Architect: ® PosT I ; 16" C.C. ® f OST ENDS . STRUCTURAL LUMBER I I - -- .. STEEL BEAM LUMBER 2xI0 R.R. ; � Sfi'AGINCz I �' 16 O.C. I I f r r 2x8 G. ; 16' O C T (3)2x10 R.R. I I (3)2x10 RR T 2x16 — I j2xI0 R.R. I AD RAG NA 1� 2x8 G.T. ' -�1 I DESIGNS, LLC A2ARCH 1 6@GMAIL.COM �1 I (516)289-2461 r r 1 (3)2xIO R.R. i (3)2-10 RR 1 �i i— — — — — - '� Project Title• 1 355 Little o I Peconic Bay 2xlm R.R. I ' Cutchogue, NY 2xI0 R.R. Q a ]roll O.G. Drawing title: 2x8 C. ROOF FLAMING PLAN r r r r Project #: Scale: 1000-111-11-28.3 As Noted Date: Sheet f October 03, 2024 x of x Sheet: 5 - 104 . 00 I I 18"OAK N o I ,� PIPE - ,�'�\ V,4C,4NT hMPROVED LOT - PUBLIC WATER PIPE 4 3 7.�� M N. � ' ', I O.�•'U1 I ,, 1.O,U1 IMPROVED LOT PUBLIC 1.U,4TER --� `\`-- LOT 1 I ► I I �/ ► PIPE MON. 20O�s . l. � . � . - ® . . ® . - � ® . . I \ OAK MON. �� � 18 OAK \ 'I 20"OAK a) ■ 1 1 i 1 I Cd� I I / � tt `\ tt in` `\��� � ■ � r \ / r r �\ I ■ 1 u 34-------------------- DRYWELL 222.4' DEEP � \. � I . r 1 1 1 / ----- zu' \ zL4' I I ■ 1a.0' 12.0' 18.0' 80.5 36 11 11 1' I I I 11 OPANLj ---------- AS, �- 0? I I o 0 � '------- \ R OS - - � POOL ��\\` )- � o � o 2-STO 1' DUJL IN P�4T O N CO POOL 313`-- _ I I . ,�__ +�- cr ,� �, �. m C-fT5 F.) P,4T10 - --________________ \\ \ \/ \Y \/ \ / / u' -1 I - _ E LA"1 �F3) ID1 C42m 5.1=. IT-1 I � ��� �-' I ♦ / 1 I 1 I 10', x Iro' DEEP _ ' 3 co •� I I . . GU LEACHING POOL // I I 1'I �\ ■ J u \ Qo - y Cd � A. a> / -T; / FRONT PORCH - C�4i SQtJ -- ---------.I\ \ N U a l 1 \ 1 I I l O // i. -_r-_- -----�xl (202 SQFT.) 22"OAK I \ I o 1 \ CO �� i♦ v \ ' ��`` �� //' �\` i (\ -' I/��� I (TO BE R 1 .0' ca 20"OAK I ~\ CD I Cb I I \ ` � (1 / '- 00 CD RIJI CEN10� ; IS"OAK ( �■ .p .._ A / I/A TANK / 1 BREEZEWAY z I \► C� Y _�/ /' - ' \ (253 SQFt.) (TO BE R MO D) `\ �\ J (h }- I V .-, c� c� I1 \ _ _ - --- ---- Pl.t=2y A I CxRAvEI_ --- DEEP j I \ �� q� I DRIVELUAY... G RA E �DRYWELL I I I \ � 1 C26.2.�1 SQ.Ft_) 15�4 FT 3 _ I W ■ 18 I AK \ ♦ -- . - PIPE I ,� U .,j `\ co ------------ ` ' ' - ' I � '. 18"OAK co \ ♦ \ / / {� \ /. - DEEP _ - - I I ■ / / I :.j.. DRYWELL _ -- - ■ / �1C Vill \ \ N U \ /.� / / I I ' j I ■ U U - - / - - _ o / r 1-� o o � <� 20"OAK ® . �, ``\ w 1i . - ® - - .� 1 5 . Oa O Airc P VEMENT � O'OAK i ' `. I I 1 / U U �52 1 Sign do Seal:: NEW UTILITY ROPOSED �,FIED ARC POLE ; WATER M ER= Q� A 5� R. �y�T C) 4e co ATF-� unless is vlolntio tl a he n. ����I� license �i c , r�a in n any way. If a "X ell an �/ architect i I r ,ihP�?n architect �1 shall affix to cTm and the notation "altered by o lowed by his signature and the date of such alteration, and a specific description of the alteration. 'D'IS THE DISTANCE FROM THE TOP OF THE WALL DOWNWARD. BE&IN SPECIFIED STEEL AND 60NITE THICKNESS AT INDICATED'D' r POOL DEPTH NO RAISED BOND BEAM OLLLN05E POOL.GOPIN6 BOND BEAM --� APPROXIMATE WATERLINE Architect: -TOP OF POOL WALL D T VERTICAL STEEL A. _-_� O'to 2'-6' 12' M4 1 12" PROST PROOF TILE I/2• W.V.MORTAR IONT A �� 1 T C,T U R,�t L� SITE P La A N � 04 ASTM&RARE 60 REBAR AROUND PERIMETER OF POOL 9'-0' 12' e4 a b' a, REBAR TIES AT 12'SPAGIN6 MAXIMUM NI�YH�6RAVE 4'-6' 12' 04 O 6' f , •I '1'MIN.WALL THICKNESS SCALE I" = 15'-�" 4'-0' 12' K4.6' n ICCf���"'11U11 MAkSONRY PAVER UNTTS . f+ "z:i{.'', :'s:r.-ems_:... A 1.,:.t%.•. 1//2 gffn a D® 5'-0' 12' Ir4 g• ! ` Y WIRE ME51 WMI V MINIM"COVER 5'-b' 12' •4•9' A"iC 1,161e E%AC 61-0' 12' 44•a 9` b i.. M4 ASTM&RIDE 60 VERTICAL REBAR CON"PAGTED v1"6 WE 6'-i' 12" M4•9" I I N IMAT&ALLY 60 HORIZONTAL REBAR DIVERSION RIDGE REQUIRED PNEUMATICALLY WHERE GRADE EXCEEDS 2% GREATER EXTRA STRENGTH FILTER FABRIC ? 12" add(3)K4 I a APPLIED 2 NEEDED WITHOUT WIRE MESH SUPPORT a CONCRETE 0,4 MIX RATIO) n ?'-b' 12' add(3)•4 CONCRETE POPW- 11 / 8'-0" 12' add(5)#4• I \ .I• �, / ROADWAY WOOD POST &-6" 12' add(3)M4 n A MASONRY PAVING DETAIL \�\ ATTACH FILTER FABRIC wir ro sc.� / FILTER FABRIC SECURELY TO UPSTREAM BASIC GRID-•4 BARS AT I SECTION A-A SIDE OF POST 12,ON CENTER EACH WAY VERTICAL REINFORCEMENT AS SPECIFIED IN TABLE \ •-*• - STARTS AT A DISTANCE'D'DOWN FROM THE TOP OF ?'MIN.WALL THIGICFE55 '::',.: POOL WALL REINFORCEMENT OTHER THAN DA51G _ ' -�- =- a •>•.'. � _'::= FLOW &RID NEED NOT EXTEND TO THE TOP OF THE POOL VIR61N SOIL NOTE: WALL. ADDITIONAL BARS TO BE EQUALLY SPACID (FILL COMPACTED TO 1 ,��_ INFO i"I AT I Old - sTRAw BALES. SIN\GS, SPILLWAY USE SANDBAGS, STRAW BALES ��- BETI^EEN BASIC&RID. 45%MAX.DENSITY) ZONINGR ZONE: R 4fd CONTINUOUS BERM OF TOR OTHER APPROVED O CHANNELIZE RUNOFF TO ,. ,r,r� • ~ 1 �(--�` AD RAG NA _ _ _�, 12"MAX. 12"MAX. I 12'MAX. EQUIVELENT HEIGHT BASIN AS REQUIRED. 1 / 10' MAXIMUM SPACING WITH DESIGNS, L LC DESCRIPTION MAX,T'1 PERMITTED PR OSED SUPPLY WATER TO WASH / �/��j�,/` WIRE SUPPORT FENCE TYPICAL REBAR REINFORCING DIAGRAM TYPICAL POOL WALL SECTION WHEELS IF NECESSARY /\ .ZI �\\/ `""' 6 MAXIMUM SPACING WITHOUT LOT AREA 40,000 S •Pt- 860.8 8gft. WIRE SUPPORT FENCE A2ARCH 16@GMAIL.COM LOT WIDTH 150.0l't. MIN. '*- 10' I 3 �� STEEL OR WOOD POST (516)289-2461 LOT DEPTH 115.0ft. MIN. f 31m' FLOW - FLOW 36' HIGH MAX. Project Title. FRONT YARD 50.0' 50.0' Ro �_ °, ° FLOW °o PONDING HEIGHT PRIDING HEIGHT 1355 Little ♦ ♦ 2'-3' 3 4' MIN. DRAIN ROCK FRONT YARD 50.0 222.4' I / Peconlc Bay ' COURSE AGGREGATE •ao° 12' MIN. MIN. 8' THICK � FLOW 9' MAX. ----APPROXIMATE WATERLINE REAR YARD 50.0' 132 8' AUTOMATIC SKIMMER AUTOMATIC SKIMMER � STORAGE HT. i� � Cutchogue, NY SIDE YARD 15.0' 11.4' ,T/ /� ��j/` 12' MIN. '\'�� \\ 12' IN \" \��"� o FLOOR AREA MAX. 5,993.04 QF7. 16305 SQFT. DIVERs1oN RIDGE `� Drawing Title. BUILDING HT. 21i2 ST IFS -- 35ft 33' 11�2" ' / �� 50' MIN. 'x6' TRENCH STEEPEST ALLOWABLE SLOPE WITH COMPACTED fBEFORE '"-'' ~ SITE PLAN LOT COVERAGE 20 0 11T-2 6 sq.ft. 4,40 SQFT. 1.62 0 PLAN BACKFILL ? NOTES: TRENCH DETAIL INST9LLAnON WITHOUT TRENCHING 1 SWIMMING POOL STEEPEST ALLOWABLE SLOPE 9 AFTER BREAK-1,9 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT NOTES: � MAX. GROSS FLOOR AREA I�T 2: TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE 5,100 SQFT. PLUS 5% OF L AREA IN EXCE85 OIF 40,000 TO TRAP SEDIMENT. PONDING EFFICIENCY. 51860.8 SF. - 40,000 = I ,86C'$ SF. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE 6'-0'MINIMUM DISTANCE BEFORE BREAK Project t�: Scale: PUBLIC RIGHT-OF-WAY. SEDIMENT WHEN NECESSARY. 9' MAXIMUM RECOMMENDED STORAGE MAIN DRAIN WITH HYDROSTATIC 11,860B SF. x EM = 893.0 5F- 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED HEIGHT. VALVE AND COLLECTOR 1000-111-11-26.3 As Noted 5,100 + 893.04 = 5,993.0 SQFT'. WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR TUBE IN&RAVEL BASE 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL SEDIMENT BASIN. NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY SHALL BE V&B DRAIN COVERS AND SPAGIN6 Date: Sheet jj LOT COVE GE/ BUIL INCx ARE=A: STABILIZED. COMPLIANT c�TYPICAL October 03, 2024 x of x RESIDENCE 26 TEMPORARY GRAVEL CONSTRUCTION FRONT PORCH 202 Pow rvAli��� Sheet - FRONT DETAIL SILT FENCE DETAIL BREEZEWAY 253 SCALE. Mrs SCALE. Mrs SECTION THROUGH LENGTH OF SWIMMING POOL / ti��(1 GARAGE 594 �1 �'✓ /`-'-`�� POOL 141 4,401 SQFT.. F • WlRNER • y ), f fill= r ��SkM P L ■ t b t �k tII , a• 444 r 095165212 " ■ ,rfr �, io„o vyQ- �NNIM UM- MY r F f , 3 ' 1�+ ,g P1• � we 74- nHP vb z� l ii. f, 1 i , A � M1 � - .. �: - J� (//l 11 `/1 � �y. i". f ��.C,I-t,"j'yJ'lvA�•IL.� 1��� 1� �.AF f / i �.s'tMI')�}.. '_'�J �ate'+ '�i5• z r 7r '� 2 - � � L� .ram}' - ?'._�:N' �e S�'! a ..Q=+a-- �`.t-"nT�-tY ,. • ./!" �� • ;" /i .u. �i I 1� � II � - - �� ', I'1I � � - � � �' i � � .� . , � . , � ►i � .. � . ;�� �t; - Rs+ ,j !1 '*--- - 9 ` �� � � � r <4 ._ � � u - � _ .. j._ � � • * , .;� "' ., 7 ,� . q � ` r