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49964-Z
of S0 P*7OO Town of Southold * * P.O. Box 1179 1b 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46012 Date: 03/04/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 670 Kenneys Rd Southold,NY 11971 Sec/Block/Lot: 59.-3-3 6 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/18/2023 Pursuant to which Building Permit No. 49964 and dated: 10/30/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with unfinished basement, covered front porch and attached garage as applied for. The certificate is issued to: Speonk Land Dev LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1593 2/26/2025 ELECTRICAL CERTIFICATE: 49964 12/17/2924 PLUMBERS CERTIFICATION: T& F Plumbing 11/25/2024 Autho ' d Si ature �o�SUFFoc,t�o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o • g SOUTHOLD, NY 0 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#: 49964 Date: 10/30/202'3 Permission is hereby granted to: Vergiris, Lillian 310 Grosvenor St Douglaston, NY 11363 To: Construct a new single-family dwelling as applied for per SCHD approval. At premises located at: 670 Kenneys Rd, Southold SCTM #473889 - Sec/Block/Lot# 59.-3-36 Pursuant to application dated 10/18/2023 and approved by the Building Inspector. To expire on 4130/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,468.00 CO-NEW DWELLING $100.00 Total: $2,568.00 Building Inspector OE SO!/j�ol . � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 C4UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lillian Vergiris Address: 670 Kenneys Rd City: Southold St: NY Zip: 11971 Building Permit#: 49964 Section: 59 Block: 3 Lot: 36 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Indoor W Basement Service 1✓ Solar 171. Outdoor 1st Floor Pool Spa 171 Renovation 17 2nd Floor Hot Tub 17 Generator 1711 Survey Attic rryl-� Garage rl Battery Storage ` INVENTORY Service 1 ph I+ Heat Duplec Recpt 60 Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph I" Hot Water Gas GFCI Recpt 2 Wall Fixtures 8 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 56 CO Detectors Sub Panel A/C Blower 1 Range Recpt Dual Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 12' Dryer Recpt Gas Emergency Strobe Heat Detectors 1 Disconnect Switches 37 4'LED Exit Fixtures Other Equipment: Fridge, Oven, Hood, Micro, DW, W/D, 200A Panel 40 Circuits /20 Used Notes: House Inspector Signature: X Q Date: December 17, 2024 Sean Devlin Electrical Inspector sean.deviina_town.southold.ny.us 670KenneysHouseElectric rc� ', o��SuffOt,��OG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road a P.O.Box 1179COD Southold,NY 11971-0959• Dy - �o! BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. "t Owner: � La'tiXd `Jk X 1 ANP' qA\t (Please print) Plumber: �-� �.ry F E B 2 8 2025 (Please print) „ I certify that the solder used in the water supply system cont ins less than 2/10 of l% lead. �^ (Plumbers Signature) Sworn to before me this day of,AVkU4 20 a �Q'...-•• •''•8G��•�� C.• Sz N p�AWA ••SQ�G d, y �Xr Notary Public, County '�,'J,p� .•otic; ��Hfllllti��� �o�NOF SOUIyO<o # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [✓J r UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Om udioyt (W o n4 14 64 U off-- DATE INSPECTOR OE SOUTyolo . # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIR SISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: q4laf R , 3 ww� OA. 9/ !t ✓ DATE I, INSPECTOR Of SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [/OUNDATION 2ND [ ] INSULATION/CAULKING [ ] RAMING /STRAPPLNDL- / [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] .PRE C/O [ ] RENTAL REMAZ A 4vwo DATE �, 'yD INSPECTOR q q OF SOUlyolo q �q b �-/ ---`6./ 76 i lI l t cS� TOWN OJF SOUTHOLD BUILDING DEP, : �`y�norme�' 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: <v✓`0 -� /) IAZ -ou // lae ', F104 1 eL 40 - 02A r f LOA CL 2 - q ra��� / t DATE 5 INSPECTOR r '� r Of SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. coutm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ A/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: �_oo,6kI v55��1-e DATE INSPECTOR oF souryO�o LA I �f/ # # TOWN F OUTHOLD B LDI , G DE "co 631-765-1802 . . . INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL-ATIOWCAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t�,9,Z t S� Q r c�jad-1C. IAZ /Af w f � u &4 �de -f 014 , DATE - INSPECTOR OF SOUTho� # TOWN-OF SO.UTHOLD BUILDING DEPT. orm��' 631-765-1802 INSPECTION , [ ] FOUNDATION 1ST/ REBAR [ ] RdUGH 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 REM KS: I NAIIIN p�- /h ► f. DATE INSPECTOR qolb # # TOWN OF SOUTHOLD BUILDING DEPt./. ou 631-765-1802 [N.-SPECTIO'N f ] 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: AQ b I L-T tj DATE INSPECTOR J �OF SOUIyo� L R �C Llel7l� �-OV (� # # TOWN" F SOUTHOLD BUILDING KEPT. ou- 631-765-1802 INSPECT-ION [ ] 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: GA kie �PW a Al � DATE - INSPECTOR OP SOUIyO� # # TOWN OF-.SOUTHOLD BUILDING DEPT. 631-765-1802 ' INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINALS [ .] ' FIREPLACE & CHIMNEY [: ].. FIRE-SAFETY INSPECTION [ ] `FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] . ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ]- PRE C/O [ ] RENTAL REMARKS: t L Jam- ri�h'vS - VAA G4 9vwAe..-__ on Lol Al DATE lll*[)VYS = INSPECTOR The Aurora - 670 Kenney's Road, Southold HVAC Load Calculations for Modern Age Home Builders, LLC 3080 Route 112, Suite C Medford, NY 11763 FRLUJIVAC HVAC LOAMS 5 8 202 + FEB 2 Prepared By: Jerry D'Amaro D'Amaro-Engineering And Surveying, P.C. 20 Mariposa Lane Manorville, NY 11949-3356 631-878-7808 Tuesday, September 12,2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters. The Aurora-670 Ke_nney's Road,Southold Brookhaven NY 11719 Page 2 Pro'ect Report General Project Information Project Filename: C:\Users\JTD\AppData\Local\Elite Software\Rhvac 9\Manual J -Aurora 670 Kenneys Road.rh9 Project Title: The Aurora-670 Kenney's Road, Southold Designed By: Jerry D'Amaro Project Date: September 12, 2023 Client Name: Modern Age Home Builders, LLC Client Address: 3080 Route 112, Suite C Client City: Medford, NY 11763 Client Phone: 631-569-4513 Client Comment: Company Name: D'Amaro Engineering And Surveying, P.C. Company Representative: Jerry D'Amaro Company Address: 20 Mariposa Lane Company City: Manorville, NY 11949-3356 Company Phone: 631-878-7808 Company E-Mail Address: jdamaro@optonline.net Company Website: www.damaroengineering.com Company Comment: Design Data u Reference City: Westhampton, New York Building Orientation: Front door faces Southwest Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 39 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum D[y Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer:` 85 71 51% 50% 75 27 Checkfi ures Total Building Supply CFM: 1,063 CFM Per Square ft.: 0.292 Square ft. of Room Area: 3,643 Square ft. Per Ton: 1,442 Volume (ft'): 39,975 Buildin Loads Total Heating Required Including Ventilation Air: 50,941 Btuh 50.941 MBH Total Sensible Gain: 23,655 Btuh 86 % Total Latent Gain: 3,814 Btuh 14 % Total Cooling Required Including Ventilation Air: 27,469 Btuh 2.29 Tons (Based On Sensible+ Latent) 2.53 Tons (Based On 78% Sensible Capacity) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, September 12, 2023, 10:27 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters. The Aurora;6.70 Kenney's Road,Southold Brookhaven NY i*l1 P8 e3 Miscellaneous Re odd ort Sys#emr1 IVlaln, ox a } eFy ��{r' s u p' g T :« sum§ .. �L� GraillSt =. P t' r � 3 ,OutdoorOu tdoor Outtloor , Indoor Indoor x� {DryBulbjWet6ulb, �Rel HumRelHum DryBulb Differenc s Winter: 10 9 80% n/a 70 n/a Summer: - 85 71 51% 50% 75 26.88 .Dtact Sizin''In uts Main Trunk Runou s Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 700 ft./min 500 ft./min Maximum Velocity: 900 ft./min 750 ,ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. , . Outside Air Data 7 77 Winter Summer Infiltration Specified: 0.282 AC/hr 0.126 AC/hr 188 CFM 84 CFM Infiltration Actual: 0.229 AC/hr 0.000 AC/hr Building Volume: X 39,975 Cu.ft. X 39,975 Cu.ft. 9,155 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0,0167 Total Building Infiltration: 153 CFM 0 CFM Total Building Ventilation: 110 CFM 110 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 10.98 = (1.10 X 0.999 X 10.00 Summer Temp: Difference) Infiltration &Ventilation Latent Gain Multiplier: 18.25 = (0.68 X 0.999 X 26.88 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.91 = (1.10 X 0.999 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.282 AC/hr(188 CFM) Summer Infiltration Specified: . 0.126 AC/hr(84 CFM) --- Blower Door Data: Wind Shielding Class: 4 -Substantial Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 1,999 Test AC/hr(Selected): 3 ` Tuesday, September 12„2023, 10:27 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Aurora-670 Kenney's Road,-Southold. Brookhaven NY 11719 Pa e 4 Load:Previe-w Re ort. Net Rec ft.2 Sen Lat Net Sen Sys Sys Sys Duct Scope Ton Ton /Ton Area Gain Gain Gain Loss Htg Clg Act Size CFM CFM CFM Building 2.29 2.53. 1,442' 3,643 23,655 3,814- 27,469' 50,941' 639' _-1,063: 1,063' System 1 2.29. 2.53 1,442 3,643 23,655 3,814 27,469' 50,941' 639' 1 063 1,063' 14x14 Ventilation 302 2,008 2__,310 __1,812' Blower 850' 850 Zone 1 -Clg.:49%, Htg.:71% 2,441 12,448 806 13,254 34,868 453 I 586• 8x13 1-Basement 1,226 814 Oi 814 21,911 285 38, 285 90' 0--0- -- - I 2-Living Room/Foyer 369 3,2 0 3,290 3,892' 51 155. 1--8 3-Kitche- n/Family Room 584 6,119, 806, 6,925 6,041 79'®', 288,- 2--6 4-Dining Room/Powder Room _263 2,225- 0. _ 2,225 - 3,024 39' 105i 1--6 Zone 2-Clg.:51%, H_ tg_:29% 1,202 13,031; 1,000, 14,031 _14,261' 1.85' 613' 8x14 5-Master Bedroom 244 4,942; 400' 5,342,. . 31453 45!mml. 232, 1--8 6-Master Closet 58. 65, 0' 65, 408 3; 5' 1--4 7-Bedroom 2 215 2,936 200 3,136 3,148 41 1 8 138 1--6 8-Bedroom 3 154 1,921' 200' 2,121 2,246 29! 4 j W 1--6 9-Bedroorn 161; 1 621 20 1,802 i_. _ 141 �. _ 75: 1 -6 0-Family Bath i 0' 21 502 M 6 7 1--4 11-Master Bath 126 353. 0 353; 2,102 __ ,17 27; 1--4 12-Hall/Laundry 201, 1,091' 0, 1,091 1,306 17; 51, 1-4 Sum of room_ airflows may be greater than system airflow because_ system has multiple zones and system room_airflow option uses the greater of heating or cooling. Tuesday, September 12, 2023, 10:27 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home_Energy Compliance Raters- _ . .. _- _ „ . The A_ urora-670 Kenney's,.Road,_Southold. Brookhaven NY 11719 Pa e 5 Duct:Size Preview Room or Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Reg Duct Name Source Velocit Velocit Factor L1100 Loss Velocit Len th Flow Flow Flow I Size I Size S_ystem 1 - Supply Runouts Zone 1 1-Basement Built-In 500 750 0.01 0.1 0 � 38, 285' 0--0 2-Living Room/Foyer Built-In 500 750 0.01 0.1 443.3 51 155 1--8 3-Kitchen/Family Built-In 500 750' 0.01 0.1 732.9' 79 288 2--6' Room 4-Dining Built-In 500 750 0.01 0.1 533.1 39 105 1--6' Room/Powder Room Zone 2 1 5-Master Bedroom Built-In 500 750• 0.01 0.1 666 45I 232i 1--8 6-Master Closet Built-In 500' 750' 0.01 0.1, _ 60.8 3' 51 1--4 7-Bedroom 2 Built-In 500 750. 0.01 0.1 703.4 41 1 1381 1--6 8-Bedroom 3 Built-In 500: 750 0.01 0.1 460.2. 29 9(l 90 1--6' 9-Bedroom 4 Built-In 5001 750, 0.01 0.1 383.8' 14® 75 1--6, 10-Family Bath Built-In 500 750 0.01 0.1 74.8 6 74 1--4 11-Master Bath Built-In 500 750 0.0.1. 0.1 313.3, ® 17• 27, 1--4 12-Hall/Laundry Built-In . 500, 750'. 0.01 0.1 588.2 1.7 1 51' 1--4- Other Ducts in System' 1 Supply Main Trunk Built-In 700 900 0.0003 0.1 781' 639 IC,0 1,063, 1414 Summary System 1 Heating Flow: 639 Cooling Flow: 1063 Tuesday, September 12, 2023, 10:27 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Aurora-670 Kenney's Road,Southold Brookhaven NY 11719 Pa e 6 Total.Building Summcily Loads Component Area . N4 Shenb�;,, Lat k Sen4 Total; Descri"'tion ;.Quan LossGain :Gain�' United Window: Glazing-JTD United Windows and Doors, 241.4 4,346 0 3,092 3,092 outdoor insect screen with 100% coverage, light color drapes with medium weave with 50% coverage, U- value 0.3, SHGC 0.3 United Window: Glazing-JTD United Windows and,Doors, 37.2 670 0 418 418 U-value 0.3, SHGC 0.3 United Glass Door: Glazing-JTD United sliding patio door, 42 706 0 921 921 U-value 0.28, SHGC 0.31 PCH Outside BSMT: Door-JTD, U-value 0.19 20 228 0 80 80 PCH Front: Door-JTD, U-value 0.28 42 706 0 247 247 PCH Garage: Door-JTD, U-value 0.15 18.7 154 0 70 70 R-11 Blanket-6: Wall-Basement, Custom, JTD 6' below 1045.7 4,291 0 221 221 grade, U-value 0.061, above grade U-value 0.086 R-11 Blanket-6: Part-Basement, Custom, JTD 6' below 251.7 1,005 0 168 168 grade, U-value 0.061, above grade U-value 0.086 R-11 Blanket-0: Wall-Basement, Custom, JTD 0' below 6 31 0 4 4 grade for doors, U-value 0.086, above grade U-value 0.086 R-20 Batt+XPS: Wall-Frame, Custom, JTD R-15 batts + 2171.2 7,297 0 938 938 1" Rigid Foam continuous, U-value 0.056 R-15 Batt: Part-Frame, Custom, JTD, U-value 0.084 70.5 326 0 1,48 148 R-15 Batt at gar: Part-Frame, Custom, JTD grade I at 144.7 629 0 286 286 garage, U-value 0.079 R-18 Gable: Wall-Frame, Custom, JTD 2",SPF+ 1" Rigid 310 1,079 0 138 138 Foam continuous, U-value 0.058 SPF R-39: Roof/Ceiling-Roof Joists Between Roof Deck 13.7 29 0 10 10 and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, U-value 0.035 SPF R-39-ad: Roof/Ceiling-Roof Joists Between Roof 1331.5 2,795 0 931 931 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, dark asphalt, U-value 0.035 SPF R-19.5: Roof/Ceiling-Roof Joists Between Roof 18.6 68 0 23 23 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD 3"thick SPF, U-value 0.061 R-0 BSMT: Floor-Basement, Custom, JTD, U-value 0.2_ 1226.1 _ 14,713 0 0 0 Subtotals for structure: 39,073 0 7,695 7,695 People: 5 1,000 1,150 2,150 Equipment: 806 8,249 9,055 Lighting: 1400 4,774 4,774 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 153, Summer CFM: 0 10,056 0 0 0 Ventilation: Winter CFM: 110, Summer CFM: 110 1,812 2,008 302 2,310 Blower Heat Gain, 249 watts: 0 0 850 850 AED Excursion: _ ___..._ 0 _0 _ 635 635 Total Building Load Totals: 50,941 3,814 23,655 27,469 Total Building Supply CFM: 1,063 CFM Per Square ft.: 0.292 Square ft. of Room Area: 3,643 Square ft. Per Ton: 1,442 Volume (ft'): 39,975 Bilciin"`Loads ' ' a' s, ,t s; a Total Heating Required IncludingVentilation Air: 50,941 Btuh 50.941 MBH Total Sensible Gain: 23,655 Btuh 86 % Tuesday, September 12, 2023, 10:27 AM Rhvac-Residential&tight Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance.Raters .. The Aurora--670 Kenney's Road,Southold Brookhaven NY 11719 Page 7 Total Buildin 'Summaly Loads cont`d 1`,,!'Bd!Idihq, Loads; ' Total Latent Gain: 3,814 Btuh 14 % Total Cooling Required Including Ventilation Air: 27,469 Btuh 2.29 Tons (Based On Sensible + Latent) 2.53 Tons (Based On 78% Sensible Capacity) > Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. 1 Tuesday; September 12,12023, 10:27 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home.Energy Compliance Raters The Aurora-670 Kenney's Road,Southold 'Brookhaven NY 11719 Pa e 8 Manual S Performance Data - S stem 1 ' Main Loa"tls,antl'De`si nuConditions' Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 23,655 Outdoor Wet Bulb: 71 Latent Gain: 3,814 Indoor Dry Bulb: 75 Total Gain: 27,469 Indoor RH: 50 Load SHR: 0.86 Supply Airflow: 1,063 Entering Dry Bulb: - 76 Entering Wet Bulb: 63.5 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 50,941 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.4 Indoor RH: 30 Supply Airflow: 639 E.ui merit Performance Data at System Desi n Conditions This system's equipment was selected in accordance with ACCA Manual.S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: ML14XC1-036-230E**, Indoor Model: CH35-'30B+TDR+TXV AHRI Reference Number: 9143255Nominal Capacity: 34,800, Manufacturer: LENNOX EDB ' EDB � Power". EWB A a IrFlow ODB ` Totls Capacity 'Input ;U_ ac ensible . Sensible Btuh kW_41 apity Capacity Btuh% B uh- "1'02 3480d 1.9 0.75 26100; J0.88 30624 63 H 6 r' 35800 1.9, 0.78 27924 0.92 32_93 85 _ t i° 1:02 ' �; 36600 1.9 0.6 21960 0.72 2635 6,7 116 37600 1.9 0.613• 23064 0.75 2820 Interpolation Results: Percent Load o Load Sensible Capacity: 27,049 23,655 114% Latent Capacity: 8,284 3,814 217% Total Capacity: 35,332 27,469 129% Power Input: 1.90 Heating: Model Type: Propane Furnace, Model: EL296UH070XE36B*, Nominal Capacity: 64,000, Manufacturer: LENNOX INDUSTRIES, INC. V Results: Percent Load of Load Heating Capacity: 64,000 50,941 126% Tuesday, September 12, 2023, 10:27 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Aurora 670 Kenn,ey's Road,.Southold Brookhaven NY 11719 Page 9 System 1 Room Load Summary ;Clg ` in ;°,;' Act Room` Area 'SensAM,Duct�yyr -Duct" ��Sensj Lat k CIg Sys No Name SF Btul u CFM:' ' Size Vel 6t6h Btuh' ,CFM GFM: ---Zone 1--- 1 Basement 1,226 21,911 285 0-0 0 814 0 38' 285 2 Living 369 3,892 51 1-8 443 3,290 0 155 155 Room/Foyer 3 Kitchen/Family 584 6,.041 79 2-6 733 6,119 806 288 288 Room 4 Dining 263 3,024 39 1-6 533 2,225 0 105 105 Room/Powder - Room Zone 1 subtotal 2,441 34,868 453 12,448 806 586 586 ---Zone 2--- 5 Master Bedroom 244 3,453 45 1-8 666 4,942 400 232 232 6 Master Closet 58 408 5 1-4 61 65 0 3 5 7 Bedroom 2 215 3,148 41 1-6 703 2,936 200 138 138 8 Bedroom 3 154 2,246 29 1-6 460 1,921 200 90 90 9 Bedroom 4 142 1,096 14 1-6 384 1,602 200 75 75 10 Family Bath 61 502 7 1-4 75 121 - 0 6 7 11 Master Bath - 126 2,102 27 1-4 313 353 0 17 27 12 Hall/Laundry 201 1,306 17 1-4 __588__._ 1,091 0 51 51 Zone 2 subtotal 1,202 14,261 185 13,031 1,000 613 613 Ventilation' 1,812 302 2,008 Blower Power 850 System 1total _ 3,643 50,941 639 _ 23,655 _3,814 1,063 System 1-Main Trunk Size: 14x14 in. Velocity: 781 ft./min Loss per 100 ft.: 0.065 in.wg ............................................................................................_............................................................................_._.._.._.._._...__...._._....._.................................._._.._._..............._........_.._................................................................._.T....................................................._.........................................._....._................................................_....._I._........ ....... Note: Since the system is multizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system levdare based on the"Average Load Procedure + Excursion" method. jCooling Sensible/Latent yx £ , Sensible _�` _ LatentA ;Total �, i �� �+r; - Tons - .S lit'w -.Btuh ' Btuh :3 ;T* .;►Btuh Net Required: 2.29 86%/ 14% 23,655 3,814 27,469 Recommended: 2.53 78%/22% 23,655 6,672 30,327 Actual: 2.90 79%/21% 27,492 7,308 34,800 E'quipmerit Data.. .:; _, _ . 4 Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: EL296UH070XE36B-* ML14XC1-036-230B** Indoor Model: CH35-30B+TDR+TXV Brand: ELITE MERIT ML14XC1 SERIES Description: Natural Gas or Propane Furnace Efficiency: 96 AFUE ' 15.1 SEER Sound: 0 0 Capacity: 64,000 Btuh 34,800 Btuh Adjusted Capacity: n/a 35,332 Btuh Sensible Capacity: n/a 27,492 Btuh Adjusted Sensible Capacity: n/a 27,049 Btuh �, Tuesday, September 12,;2023, 10:27 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters. = The Aurora-670 Kenney's Road,Southold Brookhaven NY 11719 -. Page 10 System 9 Room Load Sumima j cont'd E ul meet:.®at fi� TIM Latent Capacity: n/a 7,308 Btuh Adjusted Latent Capacity: n/a 8,284,Btuh AHRI Reference No.: n/a ` 9143255 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 85F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDE: 70F, Sen.' gain: 23,655 Btuh, Lat. gain: 3,814 Btuh, Sen. loss: 50,941 Btuh, Entering clg. coil DB: 76F, Entering clg. coil WB: 63.5F, Entering htg. coil DB: 67.4F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1063 CFM, Req. htg. airflow: 639 CFM I Tuesday, September 12, 2023, 10:27 AM Residential Examiner Review Form Plans RIPER 1.01 � �® • - - • (Loads, 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information REQUIRED ATTACHMENTS' ATTACHED Contractor Manual J1 Form(and supporting worksheets): Yes❑ No❑X Mechanical License# or MJ1AE Form'(and supporting worksheets): Yes❑ No❑X OEM performance data(heating,cooling,blower): Yes❑ No❑X Building Plan# Manual D Friction Rate Worksheet: Yes❑ No❑X Duct distribution system sketch: Yes❑ No❑X Home Address(Street or Lot#, Block, Subdivision) HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 OF Orientation(Front door faces) Southwest Indoor temperature 70 OF North,East,West, South,Northeast,Northwest,Southeast,Southwest Number of bedrooms 4 Total heat loss 50941 Btu/h Summer Design Conditions Conditioned floor area 3643 Sq Ft Outdoor temperature t9 1.9 OF Number of occupants 5 Indoor temperature 75 OF Windows Roof Grains difference 27 Gr @ % Rh Eave overhang depth 1 -7 Ft Sensible heat gain 23655 Btu/h Internal shade Drapes Eave Latent heat gain 3814 Btu/h Blinds,drapes,etc Depth Window Total heat gain 27469 Btu/h Number of skylights 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Furnace Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc Heating CFM CFM Model EL296UH070XE36B-* Model ML14XC1-036-230B** Cooling CFM 1 n(j3 CFM Heating output capacity 64000 Btu/h Sensible cooling capacity 27049 Btu/h Heat pumps-capacity at winter design outdoor conditions 82 8 Latent cooling capacity 4 Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 35332 Btu/h HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)+TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. 2 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. HUNVEIR INSULAVION $75 Elton Street, Riverhead, NY 11901 - (631) 283-4120 November 25 2024 rY' L� �' L �I FEB 2 2025 RE: 670 Kenneys Road Southold To Whom It May Concern, This is to certify the insulation at the above referenced house'was installed.as follows: Roof line was sprayed With IV R-88 open cell foam with spray applied thermal barrier. Rim joist 2"R-14 closed`cell foam. Basement walls 3"R-11 blanket. Exterior walls 3"'%?'R-15 fiberglass. Fire caulking. Air seal. Sincerely, Arlene Welsh Over Five Decades of Quality,and Service r Sv& OLx coUN?, - AUTHORi�� 11/25/2024 2045 Route 1 T2,_Suife 5,Coram;NewYotk.-,.2. 085 Suffolk County Department of Health :360 Yaphank Ave, Suite 2C t ' Yaphank, NY 11960 FEB 2 A 2025 To Whom It May Concern: This is to. certify that the Suffolk County Water Authority has. installed Public Water Service at the following location: { 670 KENNEYS RD SOUTHOLD NY 11971 ` A water meter was installed on 04/29/2024. Very truly yours, Ann Bailey_ Assistant Manager-New Construction 1 I r The Aurora - 670 Kenney's Road, Southold HVAC Load Calculations for Modern Age Home Builders, LLC 3080 Route 112, Suite C Medford, NY 11763 EL16 WWrt InLj RusiouNTmL fx tvA HVAC LOADS 4�li't �,�ft,,..•••••• •• Prepared By: Jerry D'Amaro .. A °Cr= D'Amaro Engineering And Surveying, P.C. 20 Mariposa Lane �;: �; Manorville, NY 11949-3356 $" •��.••p��:��o�� 631-878-7808 i'�� ��®••••���1 Tuesday,September.12,2023 ' �!6l91s819U611�a Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. � 7 1Rhvac ;Residential 8 L1ght Commercial HVAC Loads; Elite Software Development,Inc. ,,Home Energy Compliance F2aters „_; The Aurora 670_Kenney s Road,;Sputh6ld: _Br06khaiv6_n,NY 11719 z ...; Pa e.2' Pro ect Report General Project infoirriation Project Filename: C:\Users\JTD\AppData\Local\Elite Software\Rhvac 9\Manual J -Aurora 670 Kenneys Road.rh9 Project Title: The Aurora-670 Kenney's Road, Southold Designed By: Jerry D'Amaro Project Date: September 12, 2023 Client Name: Modern Age Home Builders, LLC Client Address: 3080 Route 112, Suite C Client City: Medford, NY 11763 Client Phone: 631-5694513 Client Comment: Company Name: D'Amaro Engineering And Surveying, P.C. Company Representative: Jerry D'Amaro Company Address: 20 Mariposa Lane Company City: Manorville, NY 11949-3356 Company Phone: 631-878-7808 Company E-Mail Address: jdamaro@optonline.net Company Website: www.damaroengineering.com Company Comment: Desi n Data ' _. Reference City: Westhampton,New.York Building Orientation: Front door faces Southwest Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 39 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains D Bulb t Bulb Rel.Hum Bel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 27 Check Fi 'ures Total Building Supply CFM: 1,063 CFM Per Square ft.: 0.292 Square ft. of Room Area: 3,643 Square ft. Per Ton: 1,442 Volume(ft3): 39,975 [Buildiri `Loads• Total Heating Required Including Ventilation Air: 50,941 Btuh 50.941 MBH Total Sensible Gain: 23,655 Btuh 86 % Total Latent Gain: 3,814 Btuh 14 % Total Cooling Required Including Ventilation Air: 27,469 Btuh 2.29 Tons(Based On Sensible+ Latent) 2.53 Tons(Based On 78% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer-,program. Calculations are performed per ACCA Manual J 8th Edition;Version 2, and ACCA Manual D. All computed•results are estimates as building use and weather may vary: Be sure to select a unit that meets both sensible and latent loads according'to the manufacturer's performance data at your design conditions. Tuesday, September 12, 2023, 10:27 AM [Rhv -Residential&:Light Commercial-HVAC;Loads Elite Software D`evelopmerit;_inc.,' dome Energy Compliance Raters _ _ _The Aurora 670.Kenney's,Road;Southold Brookhaven'NY-11719 -, Fa e.3 Miscellaneous Report System 1 .Maln Indoor rains. Outdoor Outdoor Outdoor Indoor Input Data Dlffeienc Dry BUIb"` Wet'Bulb Rel:Hum ReLHum Dry Bulb' e' Winter: 10 9. 80% n/a 70 n/a Summer: 85 71 51% 50% 75 26.88 I.Duct Sizinq In utS Main Trunk Runou s Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 1 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity:- 700 -ft./min 500 ft./min Maximum Velocity, 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air'Data Winter Summer Infiltration Specified: 0.282 AC/hr 0.126 AC/hr 188 CFM 84 CFM Infiltration Actual: 0.229 AC/hr 0.000 AC/hr Building Volume: X 39,975 Cu.ft. X 39,975 Cu.ft. 9,155 Cu.ft./hr 0 Cu.ft:/hr X 0.0167 X 0.0167 Total Building Infiltration: 153 CFM 0 CFM Total Building Ventilation: 110 CFM 110 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 10.98 = (1.10 X 0.999 X 10.00 Summer Temp.'Difference) Infiltration &Ventilation Latent Gain Multiplier: 18.25 = (0.68 X 0.999 X 26.88 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.91 = (1.10 X 0.999 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.282 AC/hr(188 CFM) Summer Infiltration Specified: 0.126 AC/hr(84 CFM) Blower Door Data: Wind Shielding Class: 4-Substantial Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 1,999 Test AC/hr(Selected): 3 Tuesday, September 12, 2023, 10:27 AM RHvac Resitlential.8 Light;Commptclal HVAC Loads } :Elite Software Development,lnc,.' Home Energy Compliance Rater; v ` ' .The Aur'ora 670'Kenneys'Road,Southold Brookhaven NYy 11719 Pa a 4, Load Preview Report Net Rec ft.2 Sen Lat Net Sen Sys Htg Sys, Sys Duct Scope Ton Ton /Ton Area Gain Gain Gain Loss Clgj Act CFM CFM CFM Size Building _ - 2.29 2.53' 1,442! 3,643 23,655 3,814 27,469; 50,941 639 1,063" 1,063 _ System 1 _-_ __ 2.29 2.53 1,442 3,643 23,655_--3,814 _27,469 _50,941 639 1 063 1,063 14x14 Ventilation-- -_. _-- 302 2,008 2 310 1,812 - _ .- - _ - Blower 850, 850! Zone 1-Clq.:49%, Htg._71%_ _ . 2,441 12,448 806 13,254, 34 868" 453 586 ___8x13 - .. 1-Basement - _ . 1,226, _-_-814 0_ ._ 814: 21,911_ 38 __--285,_-...0-0* 2-Living Room/Foyer 369, 3,290 0 3,290;_ 3,892 51_ 155; 1-8 34Kitchen/Family Room 584 6 119' 806 6 925 6,041+ 79 _-_288, 276 4-Dining_Room/Powder_Room _ - _- 263 _2,225 0 2,225,-__3,024 - 39. _ -105-___1-6 Zone 2-Clg.:51%, Htg.:29% 1,202: 13,031 1,000, 14,031 s 14,261 185 613, 8x14 5-Master Bedroom ....._._ ....... .-- __._ _,_ 244 4 942• 400 5 342 3,453 45 232 . 1-8 ...._ .. .... 6-Master Closet. . . _.. _.. . . - - - -- -.. 58 _ 65 0 ..... 65 408-� 3 ... 5_ ....._1- . 7-Bedroom-2 - - -- -- .. 215 2,936, 200 ..-3,136 3,148 .. - 41 1.-6 8-Bedroom 3 - - - - -- - - -154.. ._1.921 200, 2 121. . 2,246. 29 . .90 1-6- --- - - 200,_--1,802 -1,096- 14 75 1-6 _._. 9-Bedroom 61 121 502®-____. 6 - Maste Bath 1 0 353 7 1-4 2,102 17 27 1-4 12-Hall/Laundry _ 201 _ 1 091 0 1,091 1,306_ 17 �_- 51 1--4 - _ --- -------- _-.- _.._ --.. .----- _ Sum of room airflows may be greater than system airflow because_ system has multiple zones and system room airflow option_ _ . ;.. uses the greater of heating or cooling. Tuesday, September 12, 2023, 10:27 AM "I ��Rhvac Residential 8 Light Commercial HVAC Loads `5 Elte}Software Development,Inc, Home';Energy`Gompliance Raters ;The AuFora `670 Kenney's Road .Southold` "'B_rbokhaven,.NY, 11719 # =: Pa e,5' Duct Size Preview Room or Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Reg Duct Name Source Velocit Velocit Factor U100 Loss Velocit Length Flow Flow Flow Size Size System 1 _ - . ..... . . _ _ Supply Runouts. .__ Zone 1 1-Basement _ _ Built-In 500 750 0.01 0.1 _ 0 ® 38-_ 285i 0 0 2_Living Room/Foyer Built In 500 750 .0.01, 0.1 _ "3.3 51� 155, 1 & 3-Kitchen/Family Built-In 500 750 0.01" 0.1' 732.9 79 2881 2-6' Room 4-Dining Built-In 500 750 0.01 0.1 533.1 39® 105 1-6 Room/Powder o ----. - ------ .. .............. ------- om/ Rom - Zone 2 ` ........_...... -- - - - - ... - ...._.. - - -- - 5-Master Bedroom Built-In 500' 750- 0.01 0.1 6661 45 -232: 1-8' 6-Master Closet Built-In 500, 750 0.01 01 60.8 7-Bedroom Built-In 500 750 0.01 01 703.4 41 138 1 6i --- . ..-- - - .- - ---- .... -- -- - - - 8-Bedroom 3 _ Built-In 500 750 0.01 0 1 460 2! 29 90: 1-6 - - ® - ._ _ 9-Bedroom4 Built-in 500_ 750 _0.01_ 0.1 _ ___3838_ _ 14® 75. 1_6 _ _1 0-Family Bath Built-In 500 750 0.01� 0.1• 74 8 6 7: 1-4, .. . _ 11-Master Bath Built-In 500 750 0.01 -_____ 0 1_, 313 3. _____1-2-Hal1/Laundry_ ____'Built-In 500 750 0.01 0.1_ 588.2 17 51 1-4` Other Ducts in System 1 ._.... _ ........ - --------_. _......__..._. _......__ Su Iy Main Trunk Built-In 700 900 0.0003 0.1 781 639 1 063 14x14 Summary System 1 _Heating_Flow: 639 . . ....... _ .._..._. -- - --- -- - - ... ----- Coolin Flow: 1063 Tuesday, September 12, 2023, 10:27 AM � 3 Fthvac Residential,$L�ght;Commer'cial HVAC Loads Elite Software Development,Inc; Home Energy Compliance Raters The Aurora 670Kenney s;Road,Southold] �'BrookhavenNY 1171`9„ 'Pa a 6'. Total-Boding Summmy Loads t Component K Area ° Sen# ti' Lat Sen,` ,Total: Descci tion, s Quan Y F...Loss ".Gain Gain Galri United Window: Glazing-JTD United Windows and Doors, 241.4 4,346 0 3,092 3,092 outdoor insect screen with 100%coverage, light color drapes with medium weave with 50%coverage, U- value 0.3, SHGC 0.3 United Window: Glazing-JTD United Windows and Doors, 37.2 670 0 418 418 U-value 0.3, SHGC 0.3 United Glass Door: Glazing-JTD United sliding patio door, 42 706 0 921 921 U-value 0.28, SHGC 0.31 PCH Outside BSMT: Door-JTD, U-value 0.19 20 228 0 80 BO PCH Front: Door-JTD, 0-value 0.28 42 706 0 247 247 PCH Garage: Door-JTD, U-value 0.15 18.7 154 0. 70 70 R-11 Blanket-6: Wall-Basement, Custom, JTD 6' below 1045.7 4,291 0 221 221 grade, U-value 0.061, above grade U-value 0.086 R-11 Blanket-6: Part-Basement, Custom, JTD 6' below 251.7 1,005 0 168 168 grade, U-value 0.061, above grade U-value 0.086 R-11 Blanket-0:Wall-Basement, Custom, JTD 0' below 6 31 0 4 4 grade for doors, U-value 0.086, above grade U-value 0.086 R-20 Batt+XPS:Wall-Frame, Custom, JTD.R-15 batts+ 2171.2 7,297 0 938 938 1" Rigid Foam continuous, U-value 0.056 R-15 Batt: Part-Frame, Custom, JTD, U-value 0.084 70.5 326 0 148 148 R-15 Batt at gar: Part-Frame, Custom, JTD grade I at 144.7 629 0 286 286 garage, U-value 0.079 R-18 Gable: Wall-Frame, Custom, JTD 2"SPF+ 1" Rigid 310 1,079 0 138 138 Foam continuous, U-value 0.058 SPF R-39: Roof/Ceiling-Roof Joists Between Roof Deck 13.7 29 0 10 10 and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, U-value 0.035 SPF R-39-ad: Roof/Ceiling-Roof Joists Between Roof 1331.5 2,795 0 931 931 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, dark asphalt, U-value 0.035 SPF R-19.5: Roof/Ceiling-Roof Joists Between Roof 18.6 68 0 23 23 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD 3"thick SPF, U-value 0.061 R-0_BSMT: Floor-Basement, Custom, JTD U_value 0.21226_1 _ 141713 ___. 0 _0 0.- Subtotals for structure: 39,073 0 7,695 7,695 People: 5 1,000 1,150 2,150 Equipment: 806 8,249 9,055 Lighting: 1400 4,774 4,774 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 153, Summer CFM: 0 10,056 0 0 0 Ventilation: Winter CFM: 110, Summer CFM: 110 1,812 2,008 302 2,310 Blower Heat Gain, 249 watts: 0 0 850 850 AED Excursion: 0 0 635 635 Total Building Load Totals: 50,941 3,814 23,655 27,469 Check Fi`ores Total Building Supply CFM: 1,063 CFM Per Square ft.: 0.292 Square ft. of Room Area: 3,643 Square ft. Per Ton: 1,442 Volume (ft3): 39,975 Buildin Loads Total Heating Required Including Ventilation Air: 50,941 Btuh 50.941 MBH Total Sensible Gain: 23,655 Btuh 86 % Tuesday, September 12, 2023, 10:27 AM N Rhvac-'Residential&`Light Commercial,HVAG;Loads :°` ;:Elite Software Development,Inc.` Home'Energy Compliance Raters {, t 1 . The Aurora-670 Kenneys;Road,.Southoldq Brookhaven W. 11719 :Page 7 Total Building Summaty Loads contV {'.: Bull' y YLOadS :._: . .: . ....as;; ,.r .:mr ,_,j,,. . f ....... - . ,,.':t•`. k,k.. , t �,< « w ., Total Latent Gain: 3,814 Btuh 14 % Total Cooling Required Including Ventilation Air: 27,469 Btuh 2.29 Tons(Based On Sensible+ Latent) . ! . - 2.53 Tons(Based Onl78% Sensible Capacity) ' Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, September 12,2023, 10:27 AM Rhvac ,Residential&Light Commercial HVAC Loads; Elite Software Develo meet,Inc Home Energy Comphan9"y ters *, The Aurora 670 Kenney's Ro d,Southold Brookhaven NY 11719 . _ ' �� Pa e'8 Manual S Perforh7anceData - S stem 1 - Main Loads and Desi `n.Conditions Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 23,655 Outdoor Wet Bulb: 71 Latent Gain: 3,814 Indoor Dry Bulb: 75 Total Gain: 27,469 Indoor RH: 50 Load SHR: 0.86 Supply Airflow: 1,063 Entering Dry Bulb: 76 Entering Wet Bulb: 63.5 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 50,941 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.4 Indoor RH: 30 Supply Airflow: 639 Equipment Performance Data'at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: ML14XC1-036-230B**, Indoor Model: CH35-30B+TDR+TXV AHRI Reference Number: 9143255Nominal Capacity: 34,800, Manufacturer:'LENNOX Inter lath ata, EDB EDl3 E1NB Air Flow ODB Total Power` 75°F 80°F Capacity ..•input, °F° CFM' °F-, Sensible Sensible Btuh kW 3!1 Capacity SIT Capacity Btuh' Btuh"'' 63, 1020 34800 1.9, 0.75 261000.88__ 3062 116 t 85- 35800 1.9 0 78 27924, 0.92 3293 _-- 67. 1020 _ _36600_ _1.9- 0.6:___ 21960,0.72 _2635_ 116 37600 1.9i 0.613' 23064 0.75; 2820 Interpolation Results: Percent Load of Load Sensible Capacity: 27,049 23,655 114% Latent Capacity: 8,284 3,814 217% Total Capacity: 35,332 27,469 129% Power Input: 1.90 Heating: Model Type: Propane Furnace, Model: EL296UH070XE36B-*, Nominal Capacity: 64,000, Manufacturer: LENNOX INDUSTRIES, INC. Results: Percent Load of Load Heating Capacity: 64,000 50,941 126% Tuesday, September 12, 2023, 10:27 AM Rhvac-Resd.®ntial,&;Light Commercial,HVAC Loads Elite Software Development,Inc. Home;Energy Compliance Raters T ,.; The Aurora_ 670 Kenney's Road„Southold. Brookhaven NY-11719 Pa e 9 System 1 Room-Load Summaty Htg Min Run Run Clg Clg Mtn Act Room Area Sens: Htg Duct: Duct Sens LatClg Sys No Name .'SF Btuh CFM, Size Vel Btul` Btuh CFfVI . CFM ---Zone 1-- 1 Basement 1,226 21,911 285 0-0 0 814 0 38 285 2 Living 369 3,892 51 1-8 443 3,290 0 155 155 Room/Foyer 3 Kitchen/Family 584 6,041 79 2-6 733 6,119 806 288 288 Room 4 Dining 263 3,024 39 1-6 533 2,225 0 105 105 Room/Powder Room Zone 1 subtotal 2,441 34,868 453 12,448 806 '586 586 ---Zone 2--- 5 Master Bedroom 244 3,453 45 1-8 666 4,942 400 .232 232 6 Master Closet 58 408 5 1-4 61 65 0 3 5 7 Bedroom 2 215 3,148 41 1-6 703 2,936 200 138 138 8 Bedroom 3 154 2,246 29 1-6 460 1,921 200 90 90 9 Bedroom 4 142 1,096 14 1-6 384 1',602 200 75 75 10 Family Bath 61 502 7 1-4 75 121 0 6 7 11 Master Bath 126 2,102 27 1-4 313 353 0 17 27 12 Hall/Laundry 201 1,306 17 1-4 588 1,091 0 51 51 Zone 2 subtotal 1,202 14,261 185 13,031 1,000 -613 613 Ventilation 1,812 302 2,008 Blower Power 850 System 1 total 3,643 50,941 639 23,655 3,814 1063 1,063 System 1 Main Trunk Size: 14x14 in. Velocity: 781 ft./min Loss per 100 ft.: 0.065 in.wg Note: Since the system is multizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion"method. Cooiih" S 'stem Sumina Coolin sble/Latent Sensible . Latent Total Tons Slit Btufi ' Btuh Btuh Net Required: 2.29 86%/14% 23,655 3,814 27,469 Recommended: 2.53 78%/22% 23,655 6,672 30,327 Actual: 2.90 79%/21% 27,492 7,308 34,800 Equipmen' tData77777 Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: EL296UH070XE36B" ML14XC1-036-230B** Indoor Model: CH35-30B+TDR+TXV Brand: ELITE MERIT ML14XC1 SERIES Description: Natural Gas or Propane Furnace Efficiency: 96 AFUE 15.1 SEER Sound: 0 0 Capacity: 64,000 Btuh 34,800 Btuh Adjusted Capacity: n/a 35,332 Btuh Sensible Capacity: n/a 27,492 Btuh Adjusted Sensible Capacity: n/a 27,049 Btuh Tuesday, September 12,2023, 10:27 AM nc. Rhvac Residenttal_S LightCommercal HVAC Loads Elite Software Q® elopment,I Home Energy Complia nne nce Raters r The Aurora 670 Key's.Road,FSoutholtl ' Brookhaven.NY 1,1719 Pa e:1'0 System 9 Room Load-Summa cont`d ' . E ''6 rnent Data Latent Capacity: n/a 7,308 Btuh Adjusted Latent Capacity: n/a 8,284 Btuh AHRI Reference No.: n/a 9143255 This system's equipment was selected in accordance with ACCA Manual S.. Manual S equipment sizing data: SODB: 85F, SOWB: 71 F,WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain:23,655 Btuh, Lat. gain: 3,814 Btuh, Sen. loss: 50,941 Btuh, Entering clg. coil DB: 76F, Entering clg. coil WB: 63.5F, Entering htg. coil DB: 67AF, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1063 CFM, Req. htg.• airflow: 639 CFM Tuesday, September 12, 2023, 10:27 AM V l/1_(�\�K. Residential Plans Examiner Review orm Form d ,V� RIPER 1.01 AkcmxW",yoamamrsdAmeiM I- for HVAC System Design Equipment, 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets): Yes❑ No pX Mechanical License# or MJ1AE Form'(and supporting worksheets): Yes❑ No pX OEM performance data(heating,cooling,blower): Yes❑ No pX Building Plan# Manual D Friction Rate Worksheet: Yes❑ No❑X❑ Duct distribution system sketch: Yes❑ No Home Address(Street or Lot#, Block,Subdivision) HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature �Q OF Orientation(Front door faces) Southwest Indoor temperature 70 OF North,East,West, South,Northeast,Northwest,Southeast,Southwest Total heat loss 50941 BtU/h Number of bedrooms 4 Summer Design Conditions Conditioned floor area 3643 Sq Ft Outdoor temperature 85 OF Number of occupants 5 Indoor temperature 75 OF Windows Roof Grains difference 97 A Gr @,% % Rh Eave overhang depth 1 7 Ft Sensible heat gain 23655 Btu/h Internal shade Drapes Eave Latent heat gain 3814 Btu/h Blinds,drapes,etc Depth Window Total heat gain 27469 Btu/h Number of skylights 0 HVAC EQUIPMENT SELECT • 41 Heating Equipment Data Cooling Eauipment Dam Blower Data Equipment type Furnace Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc Heating CFM 1 06 CFM Model EL296UH070XE36B-* Model ML14XC1-036-230B** Cooling CFM 1 nR3 CFM Heating output capacity 64000 Btu/h Sensible cooling capacity 27049 Btu/h Heat pumps-capacity at winter design outdoor conditions 8984 Latent cooling capacityBtU/h Auxiliary heat output capacity Btu/h Total cooling capacity 35332 Btu/h DISTRIBUTION�lHVAC DUCT 60 Design airflow CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP X 100)+TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed based on the building plan listed above, I understand the clairris made on these forms will be Subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. 2 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. Igig F E B 2 8 2025 Pi-A ' d;LanglslpttIX&ver.Aitthorlty 2012,CombustionSafety Testlirl;gTorm :LI PA:ENERGY STAR'Hohie's Certified Honle-Address: 670 Kennet's Road :City: ;Sotathold BuilderN.ame: Modern 'Age:Home Bdild'em, LLC Bu'ilderTracking# Comliitsti'ion Appliance Zone (CAZ)0: of Location.of this is . Basement/Attic (Use nddilioita!f,ri�r .f»ro,°e fGcm a,e,CnZ or iflroinelias,t:irlliplc herrlitrg s}�sfenrs'nr lvnlcr llcatersJ j Date.,of Test;:_January.1.2., 2025 Outdoors Temp During�Testi 40 °F CAKDepressai atiou Nt OTE:Net Change='Tcst-Pressure-Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 im 1 Test'Pressure: -5;-5, pn. Appliances%FireptaceSimaiated;f&eTcst? Yes— N,o'! ; Net'Chage: pa. if Ycs,Toial'CE'M Simiilafetl - (�xplal„in„or�s) NOTES: ,Flrep�aCe„is,a,sealed unit with all:combustion air'ffol7l outside: i Heatlltg�sysleilr' Primary; Yes ✓ B No___ Twoe, .Furnace'✓ . oiler_Heat Pump_Other. _. Yenline:Tvne r Drn t S_ikka e ; .S 1p 11a�e. CO CO E lcren Fu'ek�Tyne Clrcle: a P,rrscoJi_.. .' Vors'C I .`Natural (Worst Case:, l oh ral Ratina:, N. P v- O_C_ N; V M_S e - Pa. Pass,✓.Dail_ P,awe fail_ 6 PI'M 6 'PPNf, Yes '✓ T�ie:.StaiidardTank_Indircd Ttirikless I Size: style Goininon Vent k'aterHeater, ; Primary: No - Instantaneous ,Camm,crciel (&e Alote�G etrny (Gallas) . ) Sta'nd-Alone E rcieri s Fuel:?l}ne; Yeritlrie Tvne,j' Dra Sin llarc• S i!n knee(Natural) ;CO CO: . EF: N!P✓O L'_ N M S ✓- - V, Pass ✓ Fail Puss✓Fail_ 46 IT: 46 :PPNi. —.. —. — —. Dyer O.vcn is Electric or No Oven`Exists I Oven R:tn c Hood Vented to Outside Yes, -_ No - 'Oven CO, - PPM Ambient CO(During.Oven CO,Testing)' PI'1VI r Heatiirg Syslerrt Effcieucy:, Enter A'FUE foi fumace.or boiler;HSPF for:heal Pump;COP if heat pump is geotlernial ?F.ikel Type: N =-Nalifral Gas P=Propane O=_Oil E=1 lectric` j-Yetuitrg Tyne; N =•Natural/Atmospheric V NaturallAtmospNeric PLUS Vent Damper M =Mechanically Assisted S =:Sealed(Two P:pe)' NOTE If the Venting Type.sel ctcd is M,no.Draft test is required for that appliance ]f the Venting Type selected is 5,no Draft or Spillfige tests are rdquired for thahappliance. A CO'test IS REQUIRED.for fill appliances Venting l ype,ifthc!cAllust vent is_accessible. 4'Wreter Ifeater'Style: Cohiniofily Vented with l eaiin g S 'ste'iii prStand Alone:{Inde`endentl Venicd'or Or haned• S'water Heater Efficiegcy; If Water Heater"Type is Indirect,no EF entry is regutred If Water Heater Type is Tab las,enter c6ictcncy pr,combu 1.stion source. NOTE: If Water l icaicr Type s Commercial and the enit is�9 gfillons or less,enter a'nimini, modeled EF.of.54 j If tiVatcr•licater'Typeis':Commercial"and''theunitis100.gallons•or;more,-enter:a.maximum-modcleilIa'of:48 ` ;2614397 Rater Name-. Jerry,D'Amar - - 1 Rater:Numbcr f Rater Signature: I t 4 Date: January '12,-2025 Ili hrin 901.06 02 CST Form 2012 Effective-1/1/2012 Corresponds to 131-11 -2012 At` '-ert_i-f :_ate .H,',,.vme Energy R i..n i Property- HERS Lillian Vergiiis Ratlfig.7y-od; Ccinfirrri-ed Certified Energy Rater: J&ry. :VAmaro 670-K6nneys,'Road Rating Date: 1625*-01 42 Rating :Number: 2023 01.6 Southold,..NY-11911 Re s6,ylqik- 177.517492- ESifMated Annual.Energy Cost Use MMBtu Cost Percent HER$.--Ihd6.-k'. ;52 Efficient Home Co'm p-a-ri-bn'-.", 9VI-Bettet Heating: 42.0 $1349 35% lGeneral InfbrmAticn 1 I Cooling t6 $99 3.% Conditioned AteA 3643'sq.ItE House-Type Single4amily-detached :Hot Water12.2 '$282 8% $1611 46%." - Conditione.dVolume 406bdxu'bic'ft. Foundation Conditioned basement UghtsJApptfances 28-2- 96dro6mi 4-' Pt otoYolta cs 0 0 .$0 6-% Service Cfiarges. .::$151 4% F3491 100%m-�p—ha .c.a, Total 84.0 Heating,. Fuel AFUE. Criteria- -Water'Heatitit. O'O.Gfil. Cooling: :Air con.dit�oner,'Electric, i4:5 SEER. Thisjforhe:fii6dt.dr exceeds the rnifflhiurnthitbi-la fdrthe-f6lLowing: - Duct Leak.aRe,,to,Outside fd`.66CFMIT Et Ct'K64Y6rk-'Staie 1626 - 'Ventilation System Balanced: ERV,.11 8'cfm, 96.0,'watts, Ptogramm6bl6-,, rrdbstat. 'HdAt-=Ye§:,LCodl=Y6s BUiIdfhg',,ShdIL',FbAtures, c6iIihg.Flat,. NA. Slab. R-10 Edge AUnder 5661e&Attit R-39X Expdsdd--Rdbt: NA. V 'ied 'NA, Window 0 Valu Above;Grade Walls R'-200:auh _ Ceiling Type Infiltration 4teL Foundation"Watig... RAIX &Lithdd BloWdf Jerry D-'Amaeo;--HERS.,R6t6r" vWmaro.Engineering.arfd Surve_ying p Lights'--AM Apo.�iahc e. FOAU!f6s 2. Ma-;n-osa,,Lane interior Fluor Ughting,(% ;0.*'0- :Range/bYe mFuiet. Electricc, MAn6rvAle;.-NY-11949 Ii itenbr'LED`L ightihg._--.(%) 100-.0. -CrOthes,Drydt Fuel: Pkojianit 631;;978:--1.808 'Reftigerat6t'(KWhjyt) .848: --Qqtb6$.:Drypr'CEF -3,30 ' ifn �a - cm/Wati)- '0.66— Certified Energy y atyDishwasher(kWh . r - REM/Rate-Ri0i 'This,jhf6riiitidh:,d0ei*"ri6t, 6isfftd��any.Warran Y-ib,onergy,tosts'.or savings..0 985--idii hO�tSCo�:Boulder:; C oi ta&: j 1 1I ,11 ' NY-ECCC 2020 Certificato { 670 Kenneys Road,Southold, NY 11071 III iBuilding>Envelope1nsulation Ceiling R-39.0 1 Above.Grade Walls R-'20.0 .Foundation Walls R-11,0 I Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under' i� Infiltration 995 CFM50 i Duct R-8:0 Total Duct Leakage 40 00 CFM.@ 25 Pascals Window;Dafa __ 'UsFactor SHGC_ �_� i Window — 0.299 0 310 i HEAT:. Fuel-fired air distribution, Propane,96A AFUE. i 1' COOL: Air conditioner,, Electric;14..5 SEER. DHW:. Instant water heater; Propane,:0:96 EF,P.D Gal. f 'IHERS Index 52 I kBuilder or Design�Pcofessional'- ' Signature REM/Rate Residential;Energy, :Analysi and Rating,Safcwaje v16:3:4 Build.1013 I i � l i I _-'� � '__ -„_.,;�„� •.may , � 9 ; 10 Ad" ..r z ' y ` ..• _ .l 1 ,r r�1 • 1 , 4 r A%. r }� e "IN i 1 j ,.� � � 1 `� 1 � • ., ,� �, ��� z z � � � .� �, , ��P 4 �. •�� � . .. '�` ... ..,.w. 1 —.,� � rti _ - -� -- -� r �, � � � - ,. � � �� i f . �,�i*��.. � r � � yl � t ���5,. .'1 ' � ' ♦ ... 1 r y $,R4 :� 1 r._ •. � ,_ �' 1 y 1 I •� •.Y *r. •�.. `��.�`,i� f. "1 �� � �` S. ,� �,c ,� 4 �p, '� ,w. ` t �. . �_ + � ee, -� 1� 1 . � -, � �, _ � y � � r �,.� � � � �� � n � � � , t � � � � t� . . ` � � � � 4 � 1� �+ .. +. i, ��� ' y r m ,. .t � t� - _ t � !A'� 1 � t.y . i �� �� � � 4'� � 1 �' .r �r`� � �l ,. j .. �. � — w `Le yviwj S fso A� i 4 i J 4 yy 91ti� r w K� ._y � I FJW4 w � a i �i ��u� ��- �v /�l �x �i-YSfo�v' Cal/�9�� � .s �� ����%� ■� r � � _____- 4 ,� .. . . RESNET HERS Index Certificate HERS' Index 670 Kenneys Road Q More Energy Southold, NY 11971 P y+ 150 Rater: Jerry D'Amaro Registry ID: 177527492 140 Annual Estimates*: Existing 'Homes 130 Elec(kWh): 8162 Prop(Gallons): 615 120 CO2 emissions(Tons): 6 10 Energy Savings ($)**: 527 Standard 100 *Based on standard operating conditions New Home 90 "Based on U.S. DOE designation of a HERS Index of 130 as the Typical Existing Home' F-- 60 70 60 This Nome PSD 50 52 950 Danby Rd 201 P 40 Ithaca, NY 14850 30 20 _.t .1 �o Home This home has been inspected Zero Energy 0 and performance tested in Less Energy accordance with Chapter 3 of the RESNET standards. www.resnet.us a x x�f t fell �F t l �4x: gUFf01��o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 w 2 oy • o�� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT FP E ^ For Office,Use Only - e'y 149q PERMIT NO. 6 Building Inspector: L0 i Applications and forms must be filled out in their entirety.Incomplete applications will not.be accepted. Where the Applicant is not the owner,aft Owner's Authorization form(Page 2)shall be completed. TCWn bf Southold Date:9/21/2023 OWNER($") OF PROPERTY: Name:Speonk Land Development LLC SCTM#1000-059.00-03.00-036.000 Project Address:670 Kenneys Rd, Southold, NY, 11971 Phone#:631-512-4522 Email:monumnetalproperty_@yahoo:com Mailing Address:3080 Route 112 Suite B, Medford, NY, 11763 CONTACT PERSON: ! ' Name:Christopher F. Dwyer, Associate, LKMA Mailing Address:437 South Country Road, Brookhaven, NY, 11719 Phone#:631-286-8668 Email:cdwyer@Ikma.com DESIGN PROFESSIONAL INFORMATION: Name:Robert A. Steele P.E., Executive Vice President, L.K. McLean Associate, P.C. Mailing Address:437 South Country Road, Brookhaven, NY, 1.1719 Phone#:631-286-8668 Email:cdwyer@Ikma.com CONTRACTOK INFORMATION: Name:Oasis at Mattituck Corp. Mailing Address:3080 Route 112 C, Medford, NY, 11763 Phone#:631-767-4807 Email:peter@modernagehorhebuilding.com DES-CRIPTION OF RROPOSED CONSTRUCTION' ®New Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ®Yes ❑No 1 �y PROPERTY INFORMATION Existing use of property:Vacant Intended use of property:Singe Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes gNo IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for ali`drainage and storm water issues as provided by Chapter 236 of the.Town Code. APPLICATION IS HEREBY MADE to the Building,Department for the issuance of a Building Permit pursuant to•the Building Zone Ordinance of the Town of Southold,Suffolk,County;New York and other applicable Laws,Ordinances or Regulations;for the construction of buildings, Additions,alterations or for removal'ordemolition as herein described,The'applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to,admit authorized inspectors on premises and in building(g)for necessary inspections.False statements made herein are pu_nishable as a Class A misdemeanor pursuant to Section 210.45 of the New,York State Penal Law. Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent DOwner Signature of Applicant: �� Date: /Z_j STATE OF NEW YORK) SS: COUNTY OF ) Christopher F. Dwyer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn^before me this day of 4 t 120,2 Notary Public 1V0'rA C PRISTIryS WIEG PROPERTY OWNER AUTHORIZATIONNo.otwl 2Bu�.State ofNe (Where the applicant is not the owner) °mmisslon plea'Ilk 0 un ork August 17,�G2.�. 2) residing at 437 South Country Rd, Brookhaven, iVl( do hereby authorize d&.- ,4� � to apply on my behalf to the Town of Southold Building Department for approval as described herein. F 9/26/2023 Owner's Signature Date Print Owner's Name 2 202 OS�FFpj�.0 BUILDING DEPARTMENT. Electri I s jor TOWN OF SOUTHOLD o z Town Hall Annex- 54375 Main Road - PO .. Southold, New York 11.971-0959 y pp� Telephone (631) 765-1802 - FAX (631) 765-9502 1 " rogerransoutholdtownny.gov— seand cDsouth61dtownny.goy APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: • 5 b Company Name: Puccio Electric.Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:,info@puccioelectriccorp.com Elec. Phorie No: 631-874-2098 VI request an email copy of Certificate of Compliance Elec. Address:: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: a Address: 1JID Cross Street: Phone No.: BIdg.Permit#: 49U4 email: - Tax Map District: 1000 ' ..Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Iles 1-iuj Sep _DW eA - aoo->A Square Footage: Fj' Circle Ali That-Appiy: Is,idb•ready for inspection?: . YES❑,NO Rough In '�� ❑ Final t Do you need a Temp Certificate?: -YES❑NO Issued On �(o �r(1j,1�►iI�Q, ��� � Temp Information: (All information required) Service SizePh❑3 Ph Size:900 A ' #Meters Old Meter#' _ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect.Q�Under round❑Overhead # Underground Laterals 1 n2 H Frame Pole Work done on Service? Fly FlN Additional Information: - k1se AcLs T *u -cj PAYMENT 11111117 WITH APPLICATION 5 aW 350 Cec 101_3. BUILDING DEPARTMENT-Electrical Inspector W x TOWN OF SOUTHOLD �,y • ��� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802 Temporary Certificate # Date 2024 Customer Name n Electrician Name Cy \ +-« Address Phone e-mail e-mail Phone `6t 5CL 01 Ll License# Size AW A Phase Overhead Underground" toof" #of Meters Remarks #of Underground Laterals 1 2 New %0001- "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 equipment. This verification is valid for 90 da rom a date above. Authorized by "'411 �n 5gl� y � � , � � do - ,. Ag�fFOg,� BUILDING DEPARTMENT-Electri I speVor �O C®Gy TOWN OF SOUTHOLD 4-1 co Town Hall Annex-•54375 Main Road - PO vtd CA ^► Southold, New York 11971-0959 ®,ffj�i Telephone (631) 765-1802 - FAX (631) 765-9502, rogerr&southoldtownny gov — seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 E211 request an email copyof Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: 4 9 9 �4 email:- Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF.WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Uawj ti>`rc A S� C'JIIti ,goo-A Square Footage: 5 Circle All That Appiy: Is job ready for inspection?: YES❑ NO XRough In —%r1q ❑ Final Do you need a Temp Certificate?: YES❑ NO Issued On *\6& Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size:9Q® A # Meters Old Meter# M� ZNew Service[:]Fire Reconnect❑Flood Reconnect❑Service Reconnect[/Underground❑O'verhead #Underground Laterals PT, n2RHFramb D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0.4 PERMIT# Address: Switches Outlets GFI's Surface r Sconces CJ H H's UC Lts Fridge I HW POOL Fans Mini Fr. I W/D Panel Pump Exhaust Oven/` Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps 'Z-(') Have `"n Used Sub Amps Have Used Comments From:Christine Torres [mailto:Christine@puccioelectriccorp.com] Sent:Wednesday, October 23, 2024 4:57 PM To: Mejia, Evelin<evelinm@southoldtownny.sov>; Colleen<Colleen@puccioelectriccontractineinc.com> Subject: 670 Kenneys Road Southold (1680) Importance: High Good afternoon, Can we please get your next available day for a final inspection for.the..house on670 Kenneys Road Southold— Below are the de_v_iee counts 1 Zone AC, 200A UG Service, 7 Are Fault Breakers, 20 Breakers Used, 1 Dish Washer, 1 Gas Dryer, 10 Dual Function Breakers, 1 Electric Fireplace, 2 GFIs, 1 Heat Sensor, 74 Lights, 2 Outdoor Lights, 60 Outlets, 1 200A Panel, 1 Septic, 4 Smoke CO Combos, 1 Gas Stove, 37 Switches, 40 Total Breakers, 1 Electric Dryer Thank you, -- Christine Torres Executive Assistant Puccio Electric Contracting Inc. 21 Frowein Road Center Moriches NY 11934 Office - 631.874.2098 Cell-Text is BEST! -631-626-5468 Check out our website & some of our Holiday Lights we have installed https://puccioelectriccontractinginc.com/ Donate to the Paul Puccio Memorial Fund https://paull2ucciomemorialfund.com/ Please leave us a google review??Click on the link Below https:Hg.page/r/CYKj pC9eMHPbEBM/review ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 WESTCOR LAND 1IT LE INSUAAYCI CO'-1FA:t March 31,2023 Town of Southold 53095 Middle Road Southold,NY 11971 Re:Eminent Abstract,Inc. Title Number:EA3319-5 3 Carol Lane Premises:670 Kenneys Rd.,Southold,NY 11971 East Moriches,NY 11940 Borrower:Speonk Land Development LLC Gentleman: Please be advised that Eminent Abstract,Inc.is a duly authorized agent of this Company and as such is empowered to issue title commitments,title policies and endorsements on our behalf and to receive the premiums for same. Your reliance upon the information contained herein shall continue until you are notified in writing of a change in status of said agent. Very truly yours, Ut-j, Dawn Perevo VP,Regional Manager DP/ic cc:Agent's File EA331—ci COUNTY OF SUFFOLK ) SS.: STATE OF NEW YORK ) EMINENT ABSTRACT,INC.As Agent for WESTCOR LAND TITLE INSURANCE COMPANY,INC.being duly sworn deposes and says: THAT a search made of the records of the County Clerk's Office of Suffolk County for the following described property: 670 KENNEYS ROAD,SOUTHOLD,NY 11971 ALSO being known and designated on the Suffolk County Real Property Tax Agency Map as: DISTRICT: 1000 SECTION: 059.00 BLOCK: 03.00 LOT: 036.000 See description on attached Schedule"A" THIS search is for information.The Company's limit of liability under this certificate,for any reason whatsoever,whether based on contract or negligence,shall not exceed$25,000.00 and shall be confined to the applicant to whom this certificate is addressed. No policy to be issued hereunder. The subject premises has been in single and separate ownership since 2/5/1971. Searches have been run from March 16, 1954 Dated: April 3,2023 t Eminent Abstract,Inc. By: Donna DeLuca—V.President Swom t before me this Jay of April,20 "otaryyPublic11 JANET A DEBENED NOTARY PUBLIC,SfAU OF NEW YOU Registration No,OIDE4859976 Qua�fledla . My Commission Eipim SCHEDULE"A" ALL that certain plot,piece or parcel of land,situate,lying and being in Southold,in the Town of Southold, County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point in the easterly side of Kenney's Road,distant 430.43 feet northerly from the point where the said easterly side of Kenney's Road is intersected by the northwest comer of land now or formerly of Edward Meyer; RUNNING THENCE North 41 degrees 57 minutes 50 seconds West along the easterly side of Kenney's Road, 107 feet to land now or formerly of Conway Bros.; 'THENCE North 46 degrees 37 minutes 10 seco�ds East along said last mentioned land,351.56 feet to land now or formerly of Levine; THENCE South 42 degrees 16 minutes 20 secogids East along said last mentioned land,115.69 feet; THENCE South 48 degrees 02 minutes 10 seconds West,352.06 feet to the easterly side of Kenney's Road,the point or place of BEGINNING. I i i I $EiVneN Ltrac nc.. By: Donna DeLuca—V.President I Sworn t before me this 3,rGy� day of April,2 3 J" Notary Public JANET A DEBENEDEM NOTARY PUBLIC,STATE OB NEW YO" Registration No.O]DPAg59975 Qoalifiediu olkCagn My,Commission Expires SUBJECT PREMISES: SCTM: 1000-059.00-03.00-036.000 CHAIN OF TITLE Premises and more: Annie W.H.Terry DEED To Dated: 01/02/1902 James J.Donahue Rec'd: 01/02/1902 Liber: 512 page 500 **James J.Donahue died 9/3/1917,Suffolk County Surrogate Court File No.22663 leaving entire estate to Raymond W.Donahue,Reginald S.Donahue,Edward L.Donahue and Clement A.Donahue **Raymond W.Donahue died 5/02/1963,Suffolk County Surrogate Court File No.551P1963 leaving estate to Ann Q.Donahue **Reginald S.Donahue died 3/08/1967,Suffolk County Surrogate Court File No.341P1967 leaving estate to Anastasia Donahue **Edward L.Donahue died 8/17/1969,Suffolk County Surrogate Court File No. 1255P1969 leaving estate to May S.Donahue Clement A.Donahue,as a distribute of James J.Donahue DEED Ann Q.Donahue,individually&as Executrix under the LWT of Dated: 11/23/1970 Raymond W.Donahue Rec'd: 12/15/1970 Anastasia Donahue,individually&as Executrix under the LWT Liber: 6855 page 389 Reginald S.Donahue May S.Donahue,individually and as Executrix under the LWT of Edward L.Donahue To Kodros Spyropoulos and Nick Theophilos Subject premises: kodros Spyropoulos Nick Theophilos DEED To Dated: 02/05/1971 Kodros Spyropoulos Rec'd: 02/10/1971 Liber: 6884 page 219 Kodros Spyropoulos DEED To Dated: 11/16/2004 Lillian Vergiris Rec'd: 01/28/2005 Liber: 12368 page 636 LAST DEED OF RECORD 1 F-mineilt A stract, nc. By: Donna DeLuca—V.President Sworn to before me this aotary2, day of April,2023 ublic —14NUADE—BEMETO NWWFUK4V=0FN2WY019 R4Wmd Wa01DFA85"X Mycomm mion Expitd�M0o! PREMISES ADJOINING TO THE NORTHEAST: SCTM: 1000-059.00-03.00-024.000 CHAIN OF TITLE Premises and more: Luella M.Tuthill,Harold E.Tuthill,Lizzie Tuthill&Helen T.Terry DEED To Dated: 03/16/1954 Samuel Levine and Essie Levine,his wife Rec'd: 04/19/1954 Liber: 3680 page 558 "Road taking County of Suffolk Codemnation Proceeding CR27 Riverhead-Greenport Road (Middle Road,Third Taking)Map 167R,Index Number 141464 Subject premises: Essie Levine,Surviving Tenant by the entirety DEED To Dated: 12/24/1968 Arthur A.Levine and Janet F.Schackman Rec'd: 12/27/1968 Liber: 6479 page 507 David Levine,as Successor Executor of the LWT of Arthur Levine& DEED Janet F.Schackman Dated: 10/16/1997 To Rec'd: 10/29/1997 Village of Greenport Liber: 11859 page 659 Village of Greenport DEED To Dated: 12/27/1997 Suffolk County Water Authority Rec'd: 01/13/1998 Liber: 11872 page 778 LAST DEED OF RECORD l minent Ab"tract,Inc. By: Donna DeLuca—V.President a to before me this day of April,2023 Public JANUADEDENEDETrO WLWFUBLLC BTAn0FNEWYOE= ft*uathmNa O1DE485"76 QuUfledin My Cammis .p*.Mo F L PREMISES ADJOINING TO THE SOUTHEAST: SCTM: 1000-059.00-03.00-035.000 CHAIN OF TITLE Premises and more: Annie W.H.Terry DEED To Dated: 01/02/1902 James J.Donahue Rec'd: 01/02/1902 Liber: 512 page 500 **lames Donahue died Clement A.Donahue,as a distribute of James J.Donahue DEED Ann Q.Donahue,individually&as Executrix under the LWT of Dated: 11/28/1970 Raymond W.Donahue Rec'd: 12/15/1970 Anastasia Donahue,individually&as Executrix under the LWT Liber: 6855 page 389 Reginald S.Donahue May S.Donahue,individually and as Executrix under the LWT of Edward L.Donahue To Kodros Spyropoulos and Nick Theophilos Subject premises: Kodros Spyropoulos and Nick Theophilos DEED To Dated: 02/05/1971 Kiki Spyropoulos Rec'd: 02/10/1971 Liber: 6884 page 213 Kiki Spyropoulos nka Vasiliki Spyropoulos DEED To Dated: 10/21/2003 Thomas Fischer Rec'd: 10/30/2003 Liber: 12281 page 169 Thomas Fischer DEED To Dated: 03/06/2007 South Fork Properties Inc. Rec'd: 06/17/2008 Liber: 12554 page 954 —Continued— minent A stract,Inc. By: Donna DeLuca—V.President Sto before me this woday of April,2023 Notary Public JANBTADEBENEDETrO WO AR4PUBLIC,STATEOFNEWYOB& Rre&t afionNo,OIDE4859976 QwModin My Commission Expires PREMISES ADJOINING TO THE NORTHWEST: SCTM: 1000-059.00-03.00-017.005 CHAIN OF TITLE-CONTINUED Kate Brien DEED To Dated: 02/13/1957 Wilfred Jerome Conway and William B.Conway Rec'd: 03/16/1957 Liber: 4273 page 441 *"William B.Conway died 5/29/78,Suffolk County Surrogates Court File No.924P78. Will devises all subject premises to Marguerite R.Conway,his wife "Wilfred Jerome Conway died 3/26/1979,Suffolk County Surrogates Court File No.501P79. Will devises all subject premises to Helen Conway,his wife Helen M.Conway DEED To Dated: 01/05/1984 Mary E.Conway Rec'd: 02/16/1984 Liber: 9514 page 39 Marguerite R.Conway,Devisee under the LWT of William B. DEED Conway,deceased and Mary E.Conway Dated: 01/30/1985 To Rec'd: 02/28/1985 Argirios Papadopoulos and George Maragos Liber: 9743 page 537 Subject Premises: Argirios Papadopoulos and George Maragos DEED To Dated: 12/04/2001 James Pfister and Catherine Pfister,his wife Rec'd: 12/19/2001 Liber: 12159 page 221 James Pfister and Catherine Pfister DEED To Dated:01/24/2011 Joshua Smith and Wendy Smith,his wife Rec'd: 02/08/2011 Liber: 12650 page 630 LAST OWNER OF RECORD I. Eminent Abstrac, nc. By: Donna DeLuca—V.President grrgto before me this ✓✓fig(( day of April,2013 of JANET DEBENHDgTTp 1't1�dt,BTAT$OF NBW Ypg� �8i1�aHoaNa OlDPA859976 My lion E.;ft, ` d PREMISES ADJOINING TO THE NORTHWEST: SCTM: 1000-059.00-03.00-017.005 CHAIN OF TITLE Premises and more: John Kenney and Nellie F.Kelly,his wife DEED To Dated: 01/05/1926 John J.Burns Rec'd: 01/08/1926 Liber: 1162 page 287 John J.Burns and Mary A.Bums,his wife DEED To Dated: 01/05/1926 Wilfred J.Conway,William B.Conway,Thomas A.Conway Rec'd: 01/08/1926 Tenants in common Liber: 1162 page 286 "Thomas A.Conway died 7/15/1939,Suffolk County Surrogates Court File No.220P39 Will devises subject premises to brother Wilfred J.Conway and to William B.Conway Irene Davis DEED To Dated: 02/11/1957 Wilfred Jerome Conway and William B.Conway Rec'd: 03/01/1957 Liber: 4266 page 257 Marie E.Kenney DEED To Dated: 02/11/1957 Wilfred Jerome Conway and William B. Conway Rec'd: 03/01/1957 Liber: 4266 page 263 Mabel Griswold,Ricardo Griswold aka Richard M.Griswold,being all DEED The heirs at law and distributes of David Griswold,deceased Dated: 03/01/1957 To Rec'd: 03/11/1957 Wilfred Jerome Conway and William B.Conway Liber: 4270 page 294 MarySue Silva DEED To Dated: 02/14/1957 Wilfred Jerome Conway and William B.Conway Rec'd: 03/15/1957 Liber: 4272 page 544 —Continued— \ r inekAsct, nc. By: Donna DeLuca—V.President Swo to before me this 3 day of April,2023 otary Public NET DBE NED ip NO?AWFLIIIgUMOPN WYOU i90*lOnN0601DEQ 9M Qml 91M 4 My E"I m PREMISES ADJOINING TO THE SOUTHEAST: SCTM: 1000-059.00-03.00-035.000 CHAIN OF TITLE-CONTINUED South Fork Properties Inc. DEED { To Dated: 10/06/2009 Thomas H.Schultz and Karleen M.Schultz,his wife Rec'd: 10/16/2009 Liber: 12603 page 301 Thomas H,Schultz and Karleen M.Schultz DEED To Dated: 07/08/2020 Gregory Ronald Dietl,as Trustee of the Gregory Ronal Diet] Rec'd: 08/24/2020 Revocable Trust Liber: 13068 page 446 LAST OWNER OF RECORD inept Abstract,Inc. By: Donna DeLuca—V.President Sworn o before me this �?vday of April,2023 l 10tary Public 1ATTET A DEHGNEDETTO NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIDE4859976 QualifiedinS ous �f L My Commission Expires �s PREMISES ADJOINING TO THE SOUTHWEST: KENNEYS ROAD Eminent bstr By: Donna DeLuca—V.President Sworn to before me this 3 day of April,2023 P hl;, JANET DEBENEDEWO NO LUX PUM4 Mn OF NEW YORK Registration Na BIDE4859976 Qualifladi¢3 County My Co—anion Expires Op q Verity, Mike � 7� From: Gregory Dietl <gregdietl@gmail.com> Sent: Wednesday,January 10, 2024 10:02 AM To: Verity, Mike Subject: 560 Kenneys Rd -flooding due to adjacent construction Hello - Hoping the Town of Southold can assist with the issue mentioned below. The lot next to us was cleared and construction of a new home has begun. Since, we have experienced massive amounts of runoff rain water in our adjacent driveway and now going all the way into our lawn across our property. This was not an issue prior to their basement being dug and the fill from that piled on the edge of their property on our side. Thank you. Greg Died 917.580.2861 Sent from my iPhone Begin forwarded message: From: Gregory Dietl <gregdietl@gmail.com> Date: January 10, 2024 at 10:30:36 AM AST To: robert@aurorapropertygroup.com Subject: New Home Inquiry - South Fork Hello - I am the owner of 560 Kenneys Road in Southold, adjacent to your construction of a new property. Since you have started construction and mounded piles of fill along the side of your property, we have experienced massive amounts of water each time it rains that backs up into our driveway and further onto our lawn. We have a drywall in our driveway that has eliminated these issues but since your construction began, our property is flooding immensely. I kindly ask you to take measures to mitigate this issue so as to limit or eliminate from reoccurring and causing long term damage to our property. A picture from our security camera taken this morning at 9:25 am is attached. Please let me know how we can work together to see your project to completion. Much appreciated. I am out of the country until January 15th. 1 Vol Live if .. .� rr LICAA L. K. McLean Associates, P.C. ❖ 437 South Country Road Brookhaven • New York • 11719 (631)286-8668 • FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P.E. VINCENT A.CORRADO,P.E. TAMARA L.STILLMAN,P.L.S. Town of Southold October 2,2023 Building Department 54375 Main Road,P.O. Box 11 Southold,NY, 11971 Re: 670 Kenneys rd,Southold,NY,11971 Letter Requesting Building Permit LKMA Project#:23099.000 SCTM:1000-059.00-03.00-036.000 To Whom It May Concern: In order to obtain a building permit for a property located at 670 Kenneys rd, Southold, NY, 11971, we are submitting the following: • (1)Original Building Permit Application:Signed and Notarized • (1)Original Signed Survey • (4)Original Signed Sets of'Architectural Drawings • (1)Copy of SCDHS Approved Plans • (1)Original ResCheck,Manuals, HVAC loads,etc. • (1)Signed Stromwater Management Plan • (1)Stormwater management referral form Thank you in advance for your consideration. Should you have any questions please do not hesitate to call meat (631)286-8668. Very truly yours, Christopher F. Dwyer,Assciate L.K.McLean Associates,P.C. CFD:fp Enc(7) Cc: Speonk Land Development LLC w/enc. LKMA File Copy TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 "` L11AA L. K. McLEAN ASSOCIATES,D.P.C. LETTER OF TRANSMITTAL CONSULTING ENGINEERS DATE: 02/27/25 1 PROJ NO.: 23099 437 SOUTH COUNTRY ROAD ATT: To Whom It May Concern BROOKHAVEN,NEW YORK 11719 RE: 670 Kenney's Rd,Southold,NY 11971 TO: Town of Southold Building Department 54375 Main Road Final CO Submission PO Box 1179 Southold,NY 11971 We are sending you Fx Attached 0 Under separate cover via the following items: Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 1 02/27/25 11 Blower Door Test Results Manual J+S 1 02/27/25 1 Solder Certification 1 02/27/25 1 Electrical Certification 1 02/27/25 2 Final SCDHS green stamp approval 1 02/27/25 1 Insulation Certificate 1 02/27/25 1 SCWA Tap Letter 1 02/27/25 1 Thermal Efficiency Sticker on Panel Picture 1 02/27/25 1 Sheetrock Under Stairs Picture 1 02/27/25 1 3 1 HERS Certification These are transmitted as checked below: X For Approval Approved as Noted Resubmit Copies for Approval X For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned.After Loan to Us REMARKS: ECED � E Copy To: LKMA File Signed: Grant Frei ) RIV n L.L C r 0 40 curi LV Building Department Town Of 80uthOld SURVEY OF DESCRIBED PROPERTY SITUATE AT SO UTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEB YORK VACANT S.C.T.M. No. 1000-59-03-36 LOT AREA = 39,169 S.F. LOT CLEARING = OX U.P. CERTIFIED TO: NYT SPEONS LAND DEVELOPMENT LLC f7 EMINENT ABSTRACT, INC. EXISTING RESIDENCE IIESTCOR LAND TITLE INSURANCE COMPANY PUBLIC HATER f I MAP OF ARGIRIOS PAPADOPOULOS A GEORGE MARAGOS FILED 0911311988, FILE .Vo. 8612 x N 46"37'10" E 351.56' FE. EDGE OF CLEARING � FE. 1.2N 4' CHAIN LINK FENCE X X X X X X X ak w O q R ^�1 HOODED O r a R W ��� O.TEST V HOLE U.P. NYT #s FE. 0.8N 4' CHAIN LINK FENCE HE. 1.1 N HEDGE HE. 0.3'S FE. 0.419 CMF S 48002'10" W .52.06" M LAND NOW OR FORAIFR Y OF GREGORY RONALD DIETL REVXABLE TRUST M�1+ DWELLING — PUBLIC 74"7sR Nor-OR FORT RLY EDWARD MMTR gOXID �LE Cg. &8) D o")c (140 SECCAFIC0 LAND SURVEYING PC OF NEIN ��� Jr_ Cq y0,A 500 Montauk Highway - ;- �� Moriches, New York 11955 Q r� o Phone: (631) 878-0120 Phone (631) 728-5330 seccofico@op tonline.net r Pat C. Seccafico. PLS Pat T. Seccafico. PLS NYS Lic. No. 051040 NYS Lic. No. 049287 'LSF� o 92 ,/JQJ copyright - 2022 Seccafico Land Surveying PC LAND UPDATE. 0610812023 PROJECT No. 63320 SCALE. 1" = 30' DATE: 0512312022 s .. f�``' `'fix •�"� - -39 m PROP. SANITARY' " -I .---_SYSTEM_ _ AS PER SCDHS APPROVED FREE STANDING - / o PLANS DWELLING w - PROPANE TANK(S) 38 _ _ -- .- ,.... 351 56' PUBLIC WATER �P14�i3 0"E -- - -- �,,. QI 15' SIDE YARD SETBACK [, EL��35*ltl / H : ' "/PROP. WATER - DWELLING w/ ( SUPPLY LINE PRIVATE WELL PROPOSED PROPOSED CONSTRUCTION DRYWELL FOR j ENTRANCES DRIVEWAY AS DETAILED -o - -38_. , I ' PROJECT RUNOFF, PIPED II LOCATION TO TRENCH p PROP. 2-STORY WD. PRbPOSED DRY s (PR FRAME DWELLING w WE I LS FOR j DRAIN / E. � BASEMENT & GARAGE RO�F RUNOFF m o (4 BEDROOMS) ; cn / F.F. EL.=39.1' PRO. C) GARAGE SLAB m Y4 O / S.C.W.A. PUMP N L.P. C.0 m EL.=37.6 STATION m / m - � / Y -- ' LOCATION MAP F P m �` LIMIT OF TREE I N.T.S. z I T w ( CLEARING 0 � i` \ II Ti � ERHEAD DWELLING w/ PROPOSED PROP. OV i I PUBLIC WATER 5 NDS ;STRIP ELECTRIC WIRES I CONCREE ' ;DRAIN I— - wASHour PROPOSED �' 20' SIDE YARD SETBACK j � // - EXIST. o AREA 37 ^ CONCRETE COVER UTILITY n� SILT FENCE i N !•1 8" THICK REINFORCED SLAB POLE AS O EL.=36.6' L — J DETAILED �''CID n E BELOW GRADE "� h� It's � m SURFACE AS PER SITE PLAN O S48'02'10"W i \ _ .5' rri DWELLING w/ PUBLIC WATER • 352.06' I� Cn /' 1 RECAST CONCRETE � CHIMNEY N III ❑® ® ®® ® ..� / 1 Z (1=1111 ®®®® ® j sa ®®®® ® 8" ADS DRAINAGE PIPE ❑®®® ® 6" ADS DRAINAGE PIPE FOR U ®®®® ® TRENCH DRAIN ONLY. w D O L E R O A D zI— . ®® ® ® ( C. R. 4 8 ) SITE PLAN a f1Til ®®® SCALE: 1 "= 20' _ ®M 0 20 40 r s JUNE 23, 2022 Feet _ IIIIII�II� TEST HOLE DATA _ MC:DONALD GEOSERVICES _ CLEAN SAND I GRAVEL FILL. EL=36.0' GROUND WATER a oL DARK BROVYN LOAM SURVEY NOTE: 2'-0" Mir. 8'-0" Diameter 2'_0" Mi CLEAN SAND & 1.0' 1. SURVEY INFORMATION WAS OBTAINED FROM A GRAVEL FILL. SURVEY DATED MAY 23, 2022 AND PREPARED BY: MIL BROWN SANDY SECCAFICO LAND SURVEYING PC TYPICAL SECTION @ LEACHING POOL (�DW) SILT N.Y. STATE LAND SURVEYOR LIC. #049287 LEGEND: 500 MONTAUK HIGHWAY 16 0 MORICHES, NY 11955 ---- PROPERTY LINE 5Fn MIN. (631) 878-0120 / (631) 728-5330 TB'4' SEDIMENT ON STEM - 1 1.0 - -- EXISTING CONTOUR MAX, C.to C. 10 PROPOSED CONTOUR HAY BAIL ANo/OR SILT FENCING GRADE m ROOF LEADER —LF PROPOSED LIMIT OF GRADING AND SILT FENCE a Sc BROWN CLAYEY SAND STORMWATER DRAINAGE S " _ TRANSITION 1 �• W d yc,,' ,;;r.":9• ' '4, ;r,� -;,r f aSrs CAST IRON CLEANOUT "T" O U o PROPOSED I/A TANK j z w _.r . . :. a,r�. CALCULATIONS' ii�! `h: r.r?'S_ b �.yMv�c•?r3.,.,.i.?c. _., . `� ,M�,r" ►. ;~'• �� z �.-' r o BRANCH WITH BRASS OR BRONZE THREADED PLUG 1 !Y'^X• M i t �ti 4?.. :p.✓:.•l'. ..lL NN. .0 *Y>:✓.�T�, ✓>: DMA. PROPOSED DISTRIBUTION/SAMPLING MANHOLE aF ,� `� ?;�_.�= :r.:�,,,..xct ., ;�,: .�.•,. :�.'.' ,,,,,.�t,�•,,•• a:y-i' � x•:+'Jt:Y. ^•• 'r' i�'.�•'y�'•a^:tia•i':�.` C�f ll`.Y'4ai^.C' REQUIRED DRAINAGE CAOULATIONS: 36.0' OCO PROPOSED SANITARY CLEAN OUT .aJ / (2" RAIN EVENT) a >r :a t c `'r'. •," E WATER IN BROWN -� �� w? r� '' '•r)'� .�a ate'y+" `?" >�g" 4" CAST IRON PIP ' � 'ft ti:%.`,Iw�1 M��•L��J N41 ., � R.., /SC / CLAYEY SAND IMPERVIOUS OIL & STONE DRIVEWAY) = 1,320 SF PROPOSED 8 0 DRAINAGE STRUCTURE o Y� r ' ,;a:s d•. �' ;�..>: o b 1% MIN. PITCH - IN GRADE / G C=(1,320 X 1)= 1,320 PERSPECTIVE VIEW =k w': • / L "L2" A—ALL)= , , ,w — 320 X 2 1 (R INF L 220 CF .>•�•' x:� r .,;:;+,` r-w'a�us "� -:^ x;••x. TEST HOLE LOCATION '� �: ��S;T•.. •'�*. R ��'�� I—I IMPERVIOUS (ROOF) = 2,018 SF 1'� •r•••a+. .,��:,,.Nr.��: y�r'..r�:; — / C=(2,018 X 1)= 2,018 SF rry'y 'Y, LIMIT OF TREE CLEARING 36" MINIMUM 2 x 2 cartSTRUC11oN ENTRANCE—FOUNDA710N OF COM ACTED / 2-Q18 X 2"/1"( AiNFAL = 336.33 CF FENCE POST 3/4'STONE BLEND OR N.Y.STATE D.O.T.APPR R.C.A. /SP/ WATER IN PALE BROWN FINE SAND PROPOSED DRAINAGE CALCULATIONS: Flu TOTE"(min.)ABOVE DGSTINc GRADE FOR DR NAGS 8" ADS I __ SLOPE ® 1 // / WOVEN WIRE FENCE T�5'-0"—►� COMMENTS: k ATER ENCOUNTERED OIL & STONE DRIVEWAY (6 x 6 - 10 110 wwF) ROOF LEADER DOWNFALL DETAIL LOW GRADE 220 CIF REQUIRED ? PLAN VIEW 8'0 DRYINEI L= 220 CF/42.3 CF/VF= 5.20 VF / / PROVIDE: (1)8'0 LEACHING STRUCTURES 06' DEPTH FILTER CLOTH c 44.0' N.T.S. ROOF 336.33 CIF REQUIRED COp� 8'0 DRYWELL= 336.33 CF/42.3 CF/VF= 7.95 VF THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBf15 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS COMMENTS: NO GROUNDWATER PROVIDE: (2)8'0 LEACHING STRUCTURES 04' DEPTH AND/OR THE ACCOMPANYING SPECIFlCAITONS, UNLESS R'S EMBED FILTER CLOTH RgbF I Ews11NI;��E UNDER THE DIRECTION OF A LICENSED PROFESSIONAL PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND ENCOUNTERED. MIN. 6" INTO GROUND R 0 A D ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE Z DESCRIBE THE FULL EXTENT OF THE ALTTRA71ON ON THE �..I CONSTRUCTION ENTRANCE—FOUNDATION OF COMPACTED DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. —I SILT FENCIHAY BAIL NG FILL TOIB-(Min.)ABOVE DOSTING GRADE FOR DRAINAGE SECTION 7209-2). NOTE: MAXIMUM DRAINAGE AREA CROSS SECTION 10, 112 ACRE / 100 LINEAR FEET '~r—( YPE O DATE BY DESCRIPTION APPROV. BY tJ SECTION DETAIL REVISIONS TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE DETAILS SCALE:NTS 9 0-1—SAND BAG SCALE:NTS 670 KENNEYS ROAD SOUTHOLD NY 11971 Q O IMPERMEABLE SHEETING PROPOSED RESIDENCE v A A 1:1 OR FLATTER SECTION SIDE SLOPE o �,���E�A"sir STORMWATER MANAGEMENT PLAN 0o 0 0 � SITE PLAN DATA. * �� r T_ SPEONK LAND DEVELOPMENT, LLC �, * L. K. McLEAN ASSOCIATES, P.C. CONCRETE WASHOUT DETAIL. 670 KENNEYS ROAD, SOUTHOLD,' NY 1 .1971 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N.T.S. 1000-059.00-03.00-036.000 `a 9 Designed By: MF/CFD Scale: AS NOTED Sheet No. SITE AREA: 36,677 SF /0.842 ACRES LIMITS OF GRADING: 19,396 SF /0.45 ACRES I P Drawn By: MF Date: AUGUST 2023 c 1 LIMITS OF CLEARING: 19,396 SF /0.45 ACRES Approved By: RGD File No. 23099.000 I/A OWTS INSTALLATION STANDARDS / dAM �, .::; GENERAL REQUIREMENTS: - ;;. .::.. :.....€:;..,. .' �� � .� *,'.:. ;. .� o ,G .° ,i, �., 1. ,. �.A.:� ., ,y r „ <� :';', ... S.G.W.A. PUMP I. The Installer must hold a current Liquid Waste License pursuant to I. Install I/A OWTS tanks according to manufacturers t standard. All :.. Suffolk County Code Gha to 563, Article VII t5e tic Industry recommendations while conforming with these st 1 " ;. 0..q a, y STATION y p p recommendations provided b the manufacturer shall be �. d 9:.'u ,; ,~ " °' / JEGT PROPERTY Businesses through the Suffolk Count De artment of Labor, p applicablep y '. , s 3 ,�' - - - - - - implemented. ' ��; B.i ' 4 r Affairs, pursuant to 5s:ffoik Count Code p Licensing and Consume a y j 1 Deportment of Labor Licensing,and Consumer Affairs 563--ia. The �,':,. i . / -�' ,/ _ § g �/ .;, : , fit; : / r. - r' - A OWT5 tank shall be Installed at level 1n all directions u'/ <'w;: ;.. �� ��, i „� " �� .. .....;:� % .r':: 'r % - -- maintains a list of licensed I/A OWT5 Maintenance Providers. 2. The I/ Via. ,.. ., �..:. / .f%. w t EL.-32.5 I I ;. n f + one quarter Inch on ,.��,; �" ,,,� r ' % % ; ,' �� :. ;:; � „ . (with a maximum tolerance in any direction o / q ) , - - / OLU a minimum 3-inch thick bed of ro erl leveled and compacted sand , ^ �d /�, ��� i;' -, /!`,, _ 2. All I/A OWTS must be registered with the Deportment to ! ,' - LU I 9 he Suffolk Count Sanitary Code (fret from rocks) or ea ravel. r, r accordance with Article i of p 9 s °" / .:' %' I tV �' ' J C6 prior to the Deportment grantingcertification of completed / � 'F •, .v 1 > C� 3. I A OWTS Tanks shall be rovided with a sin le outlet. A x y / ;;' ., ' , construction on "as built" laps. / p g _ , w- x manhole or distribution Ieachin structure may be `' / y distribution bo / g y !.; 4 ¢a� %z�i " .r ',, f' Z / „ Q N .may"p .3 , ''-.; t Hance Contract between the re uired for all s stems with multiple leaching structures unless an / + ,° ,. ,, 3. An executed O oration and Ma me q y p g s �� *; *. 6y" r, d r. r''' fi ?,,i Y g 1,_ r i t C5? Maintenance Provider and Proper owner mu.:t be submitted to the alternative design is approved by the Deportment. ` �,, ; � . z ,. .. /.� ,, /i p y Deportment prior to approval of the I/A OWT5 registration by the �'f �,,'. ` .' a • p p pp g r„ NOTES. 4. The to of the I/A OWTS tank steal) not be located rooter than ,, z Deportment in accordance with Article iq of the Suffolk Count p 9 �r , � -: �', ' O p y /� ,, . , I. ' %o f of below final rode. , µ9+ I TH 5 IS AN ARCHITECT'S SITE PLAN +E 15 Cq SanitaryCode. 2.5 feet or less than one o g ,,; �-+ .- 5 :;...: �.,,..,, sk, h4 .. ', `: I SUBJECT TO VERIFICATION Y i- e sue, , l r: � . B A LICE t ,,.,.,.. 1 I LASED O r minimum, all sampling manholes shall have 20-Inch covered ',; yi.- „-g' °� �`�.;.� '_ w'' / SURVEYOR. THE INFORMATION 4. All Installed I/A OWT5 arc required to have, an initial 3-year 5. At a u p g ,� , x. v,,,., /,.: ,' �/� fr s.�. TION warrant and o oration/maintenance service contract. After the access o enings to grade located over the inlet and outlet. y ,, q .��3 'Y w_. CL REPRESENTED ON TH15 51TE PLAN 15 TO THE .� p has Covers shall be either 2O-Inch diameter watertight and %" 3 car operation and maintenance service contract9 ,. - ' ' >> <. .' ,. initial y p „n ,._ . �. I ( ARCHITECTS BEST OF KNOWLEDGE. V - vcrs or thermo lactic covers at !,< . ,:' . % ; ': % ? '% .' , . .. h CV expired,property owners are expected to maintain an operation Insect proof locking cast iron co p �/ /. h,Y ". 1 p p p y e with section �::.✓ ., : " . '✓ F ,^. . „ ` ,.:;:h '„ /;, , . and maintenance contract in accordance with Article 19 of the final rode. All covers shall be designed in accordant , ,,,,;;, ��.. F,. „ , /. ,'. ® , �, O O O �' i 9 y, �„ „/ �' „y j 2. SURVEY INFORMATION WAS OBTAINED m - O County Sanitary Code. 5-III of this standard. - „// % y'' > Suffolk Co y y b `.; iy ,. j/f... " °; ., d ,�A FROM •� O +-+ OM A SURVEY DATED MAY 23 2022 4-J N �' Lo co 5. When an I/A OWTS requires a vent, the unit shall be vented to the 6. When sampling manholes are approved to be installed in a ta.H. •,re %.. /,,,//,: �y/� .' ,,, -. /, _ .r; :: k �, .,,;i ,;, .® :y, AND PREPARED BY. roof of the residence being served. Vent pipes shall extend a driveway or parking area, the manhole shall be designed to be ( I O _ O Or- minimum of b Inches above the roof line and the top of the vent traffic bearing to meet the requiremcnts of AASHTO H-20 or LOCATION`t I�IAf= a O shall have a minimum horizontal separation of 12 Inches to the 1•15-20 loading. I SEGGAATE LAND SURVEYING PG sloped portion of the roof. In cases where it Is not practical to 50ALE: NT5 N.Y. STATE LAND SURVEYOR vent the system to the residence roof, a vent pipe may be piped to -7. The outlet Invert elevation shall be a minimum of 0.1 foot below i I 500 LIG. #04g287 the exterior of the residence and terminate a minimum of 15 inches the inlet Invert elevation. Y -. M I OE5, NY INTAUK HgI 5 : OR GH r e and at least I foot from property lines. These vent `" ; ;?: above erode _:.... gg p p y nh les shall have on inside diameter of 2 feet or an ` C:JI» Y O � '' Y z`' i (b31) 8-T8-0120 / (631) '728-5330 pipes, shall be located a mtnimvm of 3 feet from any window or &. Sampling ma o ... ..... ...... .:a::.:: a. doorway and must terminate with a carbon filter device. All vent Inside area of 2 foot by 2 foot. - -' -�a - - pipes must have a minimum diameter of 2 Inches. # _ cl. There shall be a maximum retention depth below the outlet invert TAX MAP 1000-5af-03-36 6. Installation and use of the I/A OWTS must conform to the elevation of six inches. Department's approved I/A OWTS guidance document prepared to ZONING DISTRICT AG NON-CONFORMING accordance with the standards for "Approval and Management of 10. All sewer pipe penetrations In the sampling manhole shall be ------------................... -------------------------------------------------------•-_----- ----- Innovative, and Alternative Onsite Wastewater Treatment Systems." watertight. • I REQUIREMENTS: y.. :. ELEGTR GAL :c: r:: _ MINIMUM DESIGN REQUIREMENTS. ' �,'.,:...:,,�,,,,_,...,�;' ' ' ;tea ::...:.::: ::... I. I/A OWTS tanks shall be constructed of precast concrete, CONTROL PANELS: 95 LOT _ - -- I fiberglass, of site lone of ro lone,thermoplastics, or other !. The control panel box must be placed outside on a suitable DESCRIPTION (FOOTPRINT) P`�f'' COVERAGE I' '- - g p y y P yp py I pedestal near the structure: that it serves. Alternatively, the panel --------..._---.._......_......_............................._i....-...-....-..-..............................---........------.....-_--.........--..':; ( i ■ materials In accordance with Department standards and IONYGRR, y p -----------------------------------_--.------- Appendlx-15-A. The use of steel tanks is prohibited. box may be mounted on an outside, wall of the structure (preferobie a utility room, and not a living space). Other locations for mounting TOTAL LOT AREA 3q,iba S.F. 2. When on I/A 0WT5 requires a septic, tank far pretreatment the the poncl box will be considered by the Department on a q. p - approval. 1 i - T manufacturer a I I764 S.F. septic tank shall be designed In accordance with sections 5 lo? case-by case basis and with I/A OW 5 a pp I -PROP. DWELLING j 4.5ga and 5-iOQ of this standard. ... _._... __._-..-- . -- --- ,- 2. The name of the VA OWTS 04M Provider must be. clearly - ......-...- 3. Unless otherwise specified, the leachingstructure/s stem that identified on the outside of the panel and include a phone number .......:::::::.-: ___......,._..__.. . ...... ..........-._.............. . ................._ .._ ....--............T..............-.._.... follows an I/A OWTS shall be designed In ce<ardanceywith section to contact In case of alarm. PROP. PORCH, DECK ST RS 362 S.F. O.o{9Y t 5-101 and 5-110 of this standard. TOTAL AREA OF ALL STRUCTURES 2,126 S.F. 5.4% I I 3. Exterior panel placement enables the system to be serviced at �. O -4. At a minimum,all I/A OWTS treatment tanks shall have 20-inch any time, eliminating the need to access the Inside of the building. "MAXIMUM LOT COVERAGE ALLOWED 20.0% w Q covered access openings to grade located over the inlet and 4. The panel box must be within view of the system location to help --- -- --- ---- - ---- - -- ------- -- - outlet. Covers shall be either 20-inch diameter watertight and facilitate operation and maintenance. O insect-proof locking cast iron covers or thermoplastic covers at I I final grade. All covers and chimneys/risers shall be designed In 5. The control panel shall be placed at a comfortable height for JUNE 25,2022 NOTE: accordance with section 5-111 of this standard. access in accordance with Federal Emergency Management Agency TEST HOLE DATA I. FLOOD MAP DATA: (FEMA) flood zone requirements. MAP #: 3610300154H 5. When a I/A OWT5 Is approved to be installed In a driveway MGDONALD GE05ERVIGES pp y or MAP DATE: 041/25/2009 parking area, the unit shall be designed and/or installed to 6. The panel shall meet National Electrical Manufacturers FOB 12515 FLOOD ZONE: X withstand H5-20 or H-20 loading as designated by AA5HTO. Association (NEMA) 4X speotficatfons. SOUTHOLD, NY, IIQ71 1 i (651) '165-3677 2.SITE PROTECTION/51LT FENCING TO BE 6. Garbage grinders shall not be permitted when an I/A OWTS Is 1. All below grade wiring must be run in electrical conduit. The MGDGEOCOMAIL.COM O utilized as moans of sewage disposal, conduit must have appropriate seals to prevent gases and motstura INSTALLED AS REQUIRED BY THE TOWN OF O from reaching the control panel or Junction boxes. SOUTHOLD. -1. Water softeners shall not discharge Into an I/A OWTS and the EL=36.0' u Department recommends water softener bock:wash be connected to 8. Each system shall be equipped with a functioning warning system 3. SURFACE WATERS OR WETLANDS ARE NOT DWELLING w/ O ( DWELLING w/ an onsite. drywell acceptable to Town or Village building which will activate audible and visual alarms that can be readily OL DARK BROWN LOAM LOCATED WITHIN 300' OF THE PROPERTY. tu Departments. seen and heard by the occupants of the building served. The I.O' - - PUBLIC WATER I z 1 PUBLIC WATER Department recommends a telemetry device be Installed to -� 8. I/A OWT5 tanks shall be watertight and constructed of sound and provide immediate remote alarm notification to the OdM provider 4. ELEVATIONS REFERENCE NAVD Ia88 I I durable materials that are not subject to excessive corrosion or covered by the ObM agreement. decay. 5. ANY VISIBLE WELLS LOCATED WITHIN 150' a. Systems which are not designed to flow by gravity are OF SUBJECT PROPERTY LINES ARE t Two methods of ensuring tanks are All n!� m e watertight. o with means of ;�. tanks must b g g recommended to be equipped with a control panel DEPICTED ON SITE PLAN. I I watcrttght shall be either vacuum testing or water pressure testing connecting a portable generator to operate the system during a methods as follows: power outage. 1 1 10. Vacuum testing: Seal the empty tank and apply a vacuum to four PUMPS BLOWERS LEVEL SENSORS AND CONTROLS: I (4) inches(IOOmm) of mercury. The tank is app^owed if QOY of I. The electrical Junction box serving the pump motor and floats THE FOLLOWING LOTS WITHIN 150' OF PROFERTY l vacuum Is held for two minutes. must be watcrttght and located outside the I/A OWTS tank chamber. UTILIZE PUBLIC WATER AS PER SGWA: 1 i If. Water testing: 5eal tank;fill tank with water to outlet Invert 2. Any blowers located outside of the I/A OWT5 unit must be placed BROWN SANDY 5GTM #1000-5a-03-17.4 I elevation, let stand for 24 hours. Refill the tank to the outlet Invert on a pad (concrete,plastic or fiberglass) and have a soundproof ML SILT SGTM #1000-5a-03-17.5 after the 24-hour period Is complete. Let the: tank stand for on enclosure cover. 5GTM #1000-5Q-03-24 t additional 10-hour period. The tank is approved IF water level is held for the 10-hour period. Water pressure, testing Is 3. Al pumps and float trees must be accessible and serviceable SGTM #1000-541-03-34 # - - -SGTM 1000 SQ 3 3 ton. O 5 nstallcat openings. recommended to be dens onsite after I from access 1 I I SGTM 1000 5Q 07 31.1 I/A OWT5 TANK CONSTRUCTION MATERIAL REQUIREMENTS: 4. The floats shall be attached to a Schedule 40 PVC, float tree that can be easily removed for service or adjustment. The floats shall not be attached to the force main. I 1. Reinforced concrete shall have a minimum compressive strength DRAINAGE SYSTEM INSTALLATION NOTES: PROPOSED p I DRY WELLS of 5,000 pounds per square inch (psi) at 25-•days set. 5. The Department shall observe the pump system operate through A MINIMUM OF 10 SEPARATION IS REQUIRED BETWEEN DRYWELLS d a normal operating cycle. WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC 2. Wail thickness shall be a minimum of three inches unless the COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE design has been certified by a New York Llce:nsed Professional b.inspection for leakage of the force main fittings will be made EDGE OF ALL FOUNDATION WALLS w Engineer as complying with all appropriate, requirements for thin during the pump test procedure, A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 8 wall construction. All walls,bottom and top shall contain reinforcing I6 0 CONCRETE SLABS AND PROPERTY LINES I / I o 0 to resist an applied force of 300 pounds per square foot (psf). • � CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL I i ( v _4--------------- 3. Pre-cast concrete, sections shall be, sealed with one (1) Inch butyl -- . rubber joint sealant which conforms to ASTM G-qq0. p �RN w 4. All sewer pipes shall penetrate the vertfcol sidewall of the tank FREE STANDING I BASEMENT 4 GARAGE I and shall be sealed with grout or other means acceptable to the PROPANE I Department such as watertight sealed flexible Joint and the pipe I (4 BEDROOMS) ( Q gasket fastened to the pipe with stainless steel retractable " p clamp(s). i F.F. EL.=341.1' i 5. All joints shall be sealed so that the tank is watertight. See I GARAGE SLAB EL.=37.6' section 5-114, B.IO. Tanks that are cost In plaza require prior I PROJECT: approval from the Department and must be certified by a Licensed VENT I/A OWTS TOProfessional Engineer. At a minimum, the floor and walis of a ExcAwATION INSPECTIoNRE �" ' ROOF AS REQ.'D i I i PROP. COVERED PORCH F I S C H E R z EL.-3 .6' ( Q concrete tank must be monolithically poured. I 6. Whenever practical, concrete I/A OWTS shall not be located STE I 1 Z PROP. G.O. within groundwater. For installations that are placed within FOR SEPTIC groundwater, the bottom and side portions,up to IS inches above SG BROWN CLAYEY =35 2'EL. 1 O highest recorded/expected groundwater elevation, of the I/A OWT5 SAND By HEALTHDIEPARTMENIT I I O unit shall be monolithically constructed. in cases where this Is not I 3' MIN. practicable, the I/A OWT5 unit shall be water-proofed up to 18 PROP. HYDRO-ACTION (� Inches above the highest recorded /expected groundwater I _ ��• z_ elevation and leak tested to ensure tlghtnes!� prior to operation. AN400 I/A OWTS w/ REMOTE IO' / O - 670 KENNEY'S RD PLC, CONTROL PANEL MIN' E 1..� .1 -1. In cases when concrete tanks are Installed in groundwater, the ( i - �8, i I SOUTHOLD, HOLD, NY 11[�` 71 design professional shall submit buoyancy calculations to prove the pp weight of the tank(with or without anchoring or the addition of PROP. 20"� POLYLOK LU PLRLH O 3' MIN. w j Q I ballast) will be at least 1.5 times more than the weight of the water I displaced. The buoyancy calculations shall be done using highest i D15T. BOX (SAMPLING J I _ I DRAWING TITLE: ........_..-. expected/recorded groundwater elevation with the tank empty. Soil POINT); 2' MIN. FROM ' _ .._. ... _... cover on top of the tanks) shall not be, considere�d who LEACHING POOLS I J 1 i?- I Q v NOTES determining the amount of anchoring or bat _;t weight required. � �' � � j O Q �. Design Professional's Certification Required. in I �� j z ��� I o SiTE INFORMATION m I °" I TEST HOE 9 I � - SITE PLAN qA Submit P.E. or R.A. Certification For I � EL.=36.U' I w a CJ- U 000NT1' HEALTH 1,)EFA�T ENT 1"' F ' 0\/AL I EL.=36.2' The Installation and Construction of the Sewage Disposal System I 5a8.o5' Use Form WWM-073 I, WATER IN BROWN - _-�-_ - `'� PAGE: N41'5 T 50 W I r I 107.00 EL.=36.6 --�---' T. UTILITY-POLE EXIST. CLAYEY SAND EXIST. HEAD ELECTRIC WIRES If '�.&,g ` ''qr', ''%, /'�.�' -,-- 1, '"'ri gym, /// ................... -----------...-_._-- ..----------- ----._................_. ..........-..----.....------ _.------....______......-. .._.......--------- ail ,.,, 3 // iLl �,� O 7 OVER I /. I I / w11"' � % 106 00"Al 0 � ., I WATER IN PALE 5P BROWN FINE SAND i E N N E Y I S O A D r \ 5 / r . / L$�` � M�1 '�� �"� 6DN � 4 � � I 08/24/22 / ,, DATE: ��e» 'LY I EXIST. 12"41 WATER MAIN , -' .. ...... ..... ._..-- --------- 44.0' \ GOMMENTS: GROUNDWATER \ . ENCOUNTERED 36.0' BELOW GRADE '- --.� .- --f . .._ ....... ........ .... �.................. .... .................. 10/23/22 �� ��,r� ��z .. � . N F�-22-1593 � �° -�� RED'q C r k DWELLING w/ ` ��c� �-4 M. AP / �, R /%LOT PRIVATE WELL V CANT DWELLING w/ p v I PUBLIC, WATER -4 Of 5 10 25 50 75 100 ,,,,m¢�. " s ' . A �$� R , "� � ,,,,, � � "T �,,,,�D � � �� C D TI(� SITE FLAN ORAFHIG 50ALE OkZRfiN�� AD 1 L. AND/ORPLOT L N, 5GALE: 1" = 20'-0" i I LL SINGLE LINE CIAORAM uj MAIN ELECT IGAL ZERO SETTINS J ON OFF DETECTION LO FANEL AT DI ^4ELL I NO INDICATOR INDICATOR GIRGUIT o >: c4 MAIN BREAKER a � V) z o �F0 � � 't c X � CV 0 o O +-+ 0 cJ 0 ND I CATOR Q � GIRGUIT RAM RAM LoGK OUTPUT GIRGUIT -I-J CU • TIME Q) AC (DC) INPUT Po ER SUPPLY ONE-O}-} I P M I GROGOI`� FUT R RANOF/UNIT 4-' T . _ C.,I RCU I T SELECTORS - - U DED I G,�TED, 30 AMP S I NC LE-PHASE GIRGUIT BREAKER ELECTRICAL SER\/ICE TO HYDRO-ACTION PLC., CONTROL PANEL °D O- CTION SINGLE LINE DIAORAM 5GALE: NT5 I i I i I zuj i NEW 4 p Arl BEDROOM U I, _ DWELLING - - -! -- PROVIDE w F.F. EL.=3Q.1' SECONDARY SAFETY 1-116HEST EXPECTED POLYLOK 20"d) D-BOX w/ COVERS BENEATH 6ROUNDWATER EL.=C.O' SECURITY ORATE (BAFFLE 1'-0" MIN, i PRIMARY COVER PLC, CONTROL REQ'D IF INLET PITCH V-0" MAX. (TYP.;ALL RISERS) PANEL w/HP80 PRE-CAST EXCEEDS " PER FOOT) GONG. COVER w ,• COMPRESSOR I'-O" MIN. Q 4" HOUSE BELOW GRADE MAX. MAIN DRAIN " IO, E I'-O" MIN. AVG. GRADE EL. " n I 2-b MAX- SEPTIC 5YSTEM= 35.6' j N 5% MAXIMUM SLOPE MAX. MIN. 4"0 5DR 35 .. ROJECT II MIN. 4 4� 5DR 35 MIN. 4"0 5DR 35 MIN PITCH' PVC OR EQ. PVG OR EQ. •'• -1 DLO CIf ; (� MIN PITCH > ":I' MI PITCH "�I' G • INV. � 'LINE �`� �VHER SEPTIC MIN. INV. -� FLOW LINE �.7 1 f EL.=33.5' I B I INV. INV. INV. D EL.=33.4' EL.�33.3' EL.=33.1' INV. r` BASEMENT PROVIDE CAST IRON Q I m EL.=33,0' µ, EL.=30.3' "::• PIPE EXTENDING 2'-0" .. y ` u.Y MIN. FROM BUILDING '� PROVIDE 12" THK.(MIN.) 2 MIN, DROP _ rn y I �. _.. FOUNDATION A BED OF 5AN2 OR PEA (WIDE END GAP G ,` GRAVEL BENEATH TYPE LEVELING 670 KEN N EYES R D DEVICES AT OUTLETS) DISTRIBUTION BOX • ' iI SOUTHOLD, NY 11971 LEACHING POOL(5) HYDRO-ACTION AN400 Q W lu,• DRAWING TITLE: 245 NITROGEN REDUCTION SYSTEM Q. ::. _.. ....... _._._._......__............. REPLACE EXIST. 501L _...._..................................__........._.._....._____......._............... . ._................. .........._............... ._._........... ....... .._...... ............... w/5' CLEAN SAND WIRING DIAGRAM _..__ _.. BILL OF MATERIALS I COLLAR SURROUNVIN0-,//l----., I L.P. WHEN EXIST. SAND ' SYSTEM DETAILS ....................................... � .........-............................. �.....-,.........................-.............. b GRAVEL (5P/5t^V "•• .. ,., ••.:• ' .• ITEM P/N DESCRIPTION I QTY, LAYER NOT PRESENT : .. .•: SU OLK COUNTY' HEALTH DEPARTMENT APPROVAL HA-150055 AN400,245 NITROGEN REDUCTION COMPLETE A V. 1� Ib0052 TANK,PRE/PUMP 400 ...... ..... . ........................ _...__.._........... AGE. B �� 150002 l KIT SNG 2 TANK CONNECTING 5TANDARD P ASSEMBLY RE-GIRO ATI N 2j0fth, pmm A 45 COMPLETE w Co IOOIIO UL O I z� , f I3.02m D if AN400 P I AN400 w/PLATFORM COMPLETE I 4' E EG50-30-L-50-PLC OP5, EG50-30-L-50-PLC I STOPPER OR SLATE OR OTHER STOPPER OR DATE: 08/24/22 LEAGHIN6 POOLS (1) END PLUG — SUITABLE COVER --. —END PLUG INNOVATIVE 8 ALTERNATIVE ONSITE WA51EWATER TREATMENT 5Y5TEM (I/A OWT5) „� W w — ' I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 440 6PD (4 BEDROOMS). I. LEAGHIN6 SYSTEM FOR A 4 BEDROOM RESIDENCE SHALL PROVIDE 500 FT2 SIDE-WALL AREA u W W 1/0/ PROPOSED HYDRO-ACTION AN400 PROVIDES 440 6PD TREATMENT CAPACITY. (I) $m x 12 (EFFECTIVE DEPTH) LEAGHIN6 POOLS PROVIDE 300 FT SIDE-WALL AREA "i0/// ii�amrih F:a No, 'Gi %;. i i �[ _"'—SEWER PIPE '� 2. INSTALL ALL COMPONENTS AS PER MANU. SPECS. (1) 5 m x 12 (EFFECTIVE DEPTH) LEAGHIN6 POOL PROPOSED FOR 50% EXPANSION > 5. A 10' MIN. DISTANCE BETWEEN THE I/A OWTS AND BUILDING WITH CELLAR/BASEMENT SHALL BE 2. LEAGHIN6 POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). 'T ELBGYYS 30' ELBOW - --�' MAINTAINED,OR 5' MIN. DISTANCE IF BUILDING 15 UPON A SLAB. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4, A 5' MIN. DISTANCE BETWEEN THE I/A OWTS AND DI5T. BOX (WHEN PRESENT) SHALL BE MAINTAINED. 4. A 3' MIN. DISTANCE BETWEEN THE HI6HE5T RECORDED GROUNDWATER LEVEL AND BOTTOM OF RM•A LEAGHIN6 POOLS SHALL BE MAINTAINED. 43• EI-now AO. WYE 5. A 10' MIN. DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER LINE SHALL BE MAINTAINED. ALTERNATE *A" ALTERNATE "B' CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC =�= 0 b. AN 8' MIN. DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND I/A OWTS SHALL BE MAINTAINED. �, IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE •B" IS FOR USE WITH BLDG, EXTENSION/CONNECTION a �37405 PROPOSED SEPTIC SYSTEM DETAIL OLEAN-OUT DETAIL �°F N�� 5GALE: NT5 5GALE: NT5 D cuCt� � LEGEND J I J� 3 O RID' 1700E OVERHANG 4 -----• UTILITY POLE I,J I 2025 FINAL AS-BiJiLT'SURVF,Y TV..""-WINDOW WELL ®'""" ELECTRIC METER , or TV TOP WALL """'SANITARY CLEAMOUT DESCRIBED PROPERTY FF EL: -••---FIRST FLOOR ELEVATION 0.-'--••WATER METER GF EL: - GARAGE FLOOR ELEVATION SITUAI E AT ®' .... 'SANITARY MANHOLE Cy' ildIR ,� SOUTIIOLD Al -C. ----•..SPOT ELEVATION ®' •'-'.-ROUND DRAIN INLET T g Q.,R�lrfMCnt A/C' ...-''AIR AR ENTRANCDITIONERE © -�-•-.-DECIDUOUS TREE •own of SoUtI1QA(� ` � TOWN OF SOUTHOLD CAE""- CELLAR ENTRANCE * .......CONIFEROUS SHRUB EP '""".£DG£OF PAVEMENT ,< SUFFOLK COUNTY,NEW YORK O"""•..ELlDUITUS SHRUB —�—'"""'OVERHEAD WIRES \/—.......'UNDERGROUND WATER AREA Or PARCEL = 39,168t SQ.rT. OR 0.899t ACRE N/F i Notes JOSHUA SMITH AVD W£NDY SMITH 1. MEASUREMENTS ARE INACCORDANCEWIH US. IVa lr)ABOVE x STANDARDS. 6' xuM xaep GRUA1'D PROPANE R POSTST M Dr AND WIRE TANKS S'ALWINfRI � xxu 2. BEARINGS SHOWN ARE IN HE NEW WORKSTAIEPLAA'E w xuN FEACLI FEACY aAv xN 342111' E 351.56' A,cm-t-rarr xaaAe roxC COORDINATE SYSTEMNADeJ,LONGIS(ANDZONE q xaafe .acc an xnAa K_ x__ x IN x— x.' K— K— x X X—X �r J. ELEVATIONSREFERENCCNAVD1998(GEO1Dl8). i 9 POST MD WIRE EERY TOY/sa� p xnea .rxnAa / \DRrvcu UNAUTHORIZEDALTERATIONORADDIIIONTOASURWY O xaMY Tn avv VI " 4. MAP BEARING ALICENSED LAND SURVEYORS SEAL ASA EXIST.WATER LfAE / f Ate~ "IT S� p aT.H 1 VIOLATION OF SECTION 7209,SUBDIVISION 2.OF RENEW �i V V ❑ {.{ eLEC1.OY PotT a keT�e YRK STATE EDUCATTONLAW el O 0 M.S. P Nam' ,S4 C 15{Q(y�r_______—___ __ /T���� ~ xa) •asap I TILTER C SN 1 5 ONLYCOP MARKED WI ORIGINAL HAN ORIGINAS FROM THE OF THE LAND SURVvYOR'S �C al �p nsa 'EMBOSSED'OR'INKFO'SEA[SHALL BE CONSIDERED TO BE %0 VALOTRUECOP/ES asT ea a aDer L.y1 \' 7 "TIAOTE 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT TMS SUR M 1lAYVELI �_- 22 y r<a a F 1` ' ja EXIS TING CODE OF PRA C TICE FOR VEY WAS PREPARED IN RLAND SURVEYORS ' \L Ui hQ C § 1-' ADOPTED BY HE NEWYORK STATE ASSOCIATION OF '6l9--------- _ D• tLl O (� ID' C LS YTU L,� PROFESSIONAL LAND SURVEYORS SAID CERTIFICATIONS d' aa.,e } ,2r• x�a �yy N3 R 9e y,a ] La, astl �YZ) SHALL RUN ONE Y 10 HE PERSON FORWHp.TTD'SVRVEY �4 `✓ ] >ol `i (�x --__ "uR � h 2 JQ IS PREPARED ANp pIy HISBEHA'TO HE TITLECOMPgNY, b WOODED N W HEREONANDTTo THE ASSIGNEES RTHELEND LISTED ry RfKQr9M W xB1 l` m P CAR �� �h M'SNTVTION,CERTIFICATIONS ARENOT TRANSE_ x aup "aT n ° GAR a I' I J Q ADOIRONAL `RABLE TO R.ue� H 3 INSTITUTIONS ON SUBSEQUENT OWNERS MAIN .fry rS/'nf1 R iGATC I �x 7. RIGHTS-OF-WAyNOTSHOWNARE NOT CER71NE0. I.'I I J x'N'b /I' I y AVR 6. HESURVEYCLOSESMAHEMA7ICALLY. 22' APIVEVAl 1 I" §i1 To Mr�� \��+ t� 26' Vf IN PAVER xa)aT § xaeD �' x iq'%Oi 16' Bpcn I 9. ONR UNDERGROUND UTILITIES IF SHOWN THIS SVEYARE aT. xaTn BLRDLR q N IA I`. iP°'11 .nes I FROM UTILITY MARKOUT LOCATED R 7HEGROIMDAN4OR xafnaTux N 1 RFCORO PI ANS BEFORE ANYEXCAVATION IS TO BEGIN,ALL Q DRYVELLI UNDERGRORD UTILITIES SHOULD BEVERIFIEDASTO HEIR '� IIaulYR xasef ataa I Al.Y.'K WALL 1 x j LOCATION,S17FAND TYPESY THE RESPECTIVE UTILITY POST V/TN 51 b xxfp -- ITS TOY aIx MtR[t V1R�ENCE COMPANIES •'POST AND TOY x-1 I'PoST AND WIRE raI MfRL 10.TWSSURVEYWAS MA DEMHOUTHEBENEFITRA7IRE /GA:E fH PRO'ERTI I/NE ateu rv9aaf a M I MPID P� W�-� ElTxT VTR[fENLY � —�R R xaLTf (+ ']C REPORTSUBJECT TO ANY EA.CFN.ENTS CONlXTpNSR fLTER `a `T`a'4611' W 352.08'(ACT) ENCUMBRANCES AN UPDATED TITLE SEARCH Mqy REVEAL TOCE p IN ic 352.06'(DEED) p U. PROPERTY INFORMATION WAS OBTAWEDFROMA SURVEY POST DATED MAY 28,2022 AND PREPARED By SECCAFCOLAND N/F 1 SURVEYING PC. GREGORY RONALD DIETL REVOCABLE TRUST _ NOTE: �P�1�, All BURLED......IFS(WATER,ELECTRIC/TELEPHONEAND GAS)SHOWN ON THISSURVEYARE MIDDLE ROAD \�`ST'\O BASED UPON AS-BUILT INFORMATION PROVIDED BY THE OWNER/DEVELOPER OR THEIR DULY V AUTHORIZED REPRESENTATIVE'S(INSTALLER)MEASUREMENTS. DEBCR@TOR APPROY.DY REVISIONS �+�V`� J /•��,af Nely)r "■' .p ''I.''i Town of Southold +NDTE, EXIST BSEPTIC 'AQ'p� L.SrI�`�p� �i „ 4i' Suffolk County New York 0' Ga �;i 1{ 670 KENNEY'S ROAD O I '" "' ' SOUTHOLD NY 11971 SUFFOLK COUNTY REAL PROPERTY TAX MAP ST I y9y M8pIVBsmade from OnectOalsurmy FINAL AS—BUILT SURVEY DISTRICT 1000 DB 2 40' 92' Ih"mb h ycerti that this SECTION 05900 LP 3 4T 55' n completed by me On 0112712025.BLOCK 03.00 L. K. MDLEAN ASSOCIATES. P.C. CONSULTING ENGINEER$ k LAND SVRVEYORS LOT 036.000 .� /T 1,_.I� A9Y 80.COUMRY ROAD.BROOEIIAVEN.MR1I YORK 050528 �� c'.ST 1 E l`Tc t Tti�.c A\raDBalxq X mer'a Rd\.Mvey Dept\6aalyx1r9p99gM That Aa-bWtoLp//re/Lrors B•Ar AN Tpmre sexl„p„ TAMARA L.STILLMAN,P L.S. I NYSPLS No.50528 D+m M DH a4 MrrereDrs 1 -r. .- --- Appenl y.TLT 2JDYY(XO 1 01�2 8 12_5 - "}7 i�./1�ry'1.�.Jl�/�����£ '���*•y�wf�+�p-ry�x+ 'e",rw"�'a. ..�`!<�,T ,,..,",�....w-+vw. y� ♦ + '.7r ie�6�'.p4 /,'T a � I�, <v'" '�`1v�r' f» ''�'9', N GENERAL REQUIREMENTS: 1/A OHTS INSTALLATION STANDARDS: ��.�A >N tf4t �4 � Pm f�«+ 1n�� - F ;�v I. The installer must hold a current Llquld waste License pursuant to I. Install I/A OWTS tanks according to manufacturer's �',� d •j : ►as♦+ ♦?r (ys `•a.e"t : y LLx,% .-Y~, �a g. �'t^° e S.G.W.A. PUMP Suffolk County Code Chapter 563, Article VII (Septic Industry recommendations while conforming with these standard. All * +��* " . � �♦ .,u �, r y ♦t r1• STATION ►�:„ `h. . .C`r�. +hT ,.: SUBJECT PROPERTY :`.,- ° Businesses) through the Suffolk County Department of Labor, applicable recommendations provided by the manufacturer shall be v �,�ti.,� � �,�� +�, a , ���� :", 4, ,+ � 115bel _ _ _ _ _ _ _ _ 554 32 Ig E _ Licensing and Consumer Affairs,pursuant to Suffolk County Code Implemented. ,� �'� s,�.��y A > " / /' ;" ',•, +"�: :tom• . .»,. < ,, c ' Q §563=1q. The Department of Labor, Llcensln and Consumer Affairs "+ list of licensed I A OWTS Maintenance Providers. 'e /t�` *r"° � 2. The I/A OHT5 tank shall be, installed at level in all dlrectlons �• m r � .„ _ maintains a / ,�* �.. >, •.." r (with a maximum tolerance In any direction of +/one quarter inch) on � . fi °'. ^> ,..1.,'� s t � ,' �p a.. #, ,.,.P',, <> .. a 9 rw ♦�, U 1 LL A OWTS must be re lstered with the De artment In a minimum 3-Inch thick bed of ro erl leveled and compacted sand ." C6 i 4�,` ��•. :4 , �• ., .�: w �,•, fj , . c = O W 2. All I/ g p P p y I accordance with Article Iq of the Suffolk County Sanitary Code (free from rocks) or ea ravel. ''`w�' 'r�, < ,` ` ` ° <ga PEA.'r �" ' . ` r P 9 i '''may' .rs' 9= ►w •,. ,a<ea '^ pprior to the Deportment granting certification of completed 4 +�''`� '+ • 4" P g 9 ,a :^n. .. '.a "z .'`.ofy',.r r.: .►..�" to 3. I A OHT5 Tanks shall be provided with a single outlet. A .� +�' * '' t ;, < , �' +• fir: �' °1 �Y' .. � ' 1 Q L N construction on as built' plans. / p 9 < r, �� v `�,. <e _ �`? " m - distribution box/manhole or distribution leaching structure may be `� � '`. �<, F}Sp "`a°��;� ��'� �' �'� �°. '� '" ��1 g y JR Y f4 " y,'R�hr n S r r ,, r Pry y' y``� 5� f y d ry< a V ?� :,, r ry •b Z AI ,� Lr) 3. An executed Operation and Maintenance Contract between the required for all systems with multiple leaching structures unless an t.y. fi.',, <..r«�4 y r � ;I 5,, e ,�� ' n ',*;;,,h • _ 4 .BAYy I LL Maintenance Provider and Property owner must be submitted to the alternative design is approved the Department. M Department prior to approval of the 1/A OHT5 registration by the g pp p �:"/ � . �, ;" *•`Y ,f.F °.'�Sr`" a> d,r =r' r ti. P p PP 9 '-,.,.. .. •� r w.E... �. p., SITE LAYOUT NOTES: 7 O Department In accordance with Article III of the Suffolk County 4. The top of the I/A OWTS tank shall not be located greater than P_r,.,.► °*`%.� ,,� .:��- yt ,e� ► f n . .;� r �h ' " " � ,R"i Sanitary Code. 2.5 feet or less than one foot below final grade. l I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS O -, 41 Q ,�. , .% . �; f SUBJECT TO VERIFICATION BY A LICENSED � Z .-- SURVEYOR. THE INFORMATION r have an Initial 3 ear 5. At a minimum,all sampling manholes shall have 20-Inch covered {� ' - 4. All Installed I/A OHTS are required to he -y p g .••� ,., � �, •, � .� .,.�.:.y , ,r ,,,, � , .. +;� � � v� ♦ �i,�*'�. -" -x--,: After the access openings to grade located over the Inlet and outlet. �" r:. °' '' "` :• " °' "'�'' � "" Fl- � warrant and o eratfon/maintenance service contract. A ` a � s �. .� r,�. "a s',t. REPRESENTED ON THIS SITE PLAN IS TO THE .� V Initial 3 ear operation and maintenance service contract has Covers shall be either 20-inch diameter watertight and �. `+ 1 - F' I p g rt , ; ," �, f.�4 +� ARCHITECT'S BEST OF KNOWLEDGE, expired,property owners are expected to maintain an operation insect-proof locking cast Iron covers or thermoplastic covers at , , .:a .,,.,. +, -, < r ,. e fyvY �f.-' P '.: 'v ► 4 ? 'A ,' ^ + ''V �° l ;e'co: .� 0 - ti/ and maintenance contract In accordance with Article Iq of the final grade. All covers shall be designed In accordance with section �, •. j ;., 'w, `. „s �, ,rd �i a. _ ;.,,, � rev r F �, 2. SURVEY INFORMATION HAS OBTAINED m a.e Suffolk County Sanitary Code,. 5-III of this standard. -, .i.'°�. , e�!`?� ' ♦�`•��+ , ,„ > ,� .'y" ,rap y'' * �a16�, . '� }� # ' FROM AN .'«..�•t,,+ ai� ♦ W,. ,}yam ' ic.` �+� 4a,. �` a; ?. I 2022 INITIAL SURVEY DATED MAY 23, N O CU Lf� 5. When on I/A OHTS requires a vent,the unit shall be, vented to the 6. when sampling manholes area roved to be installed in a �t •....,.._.;:�:a °:.: a. -' �....<.:_ i°,. �r a.♦.i .�r,a,..�i a . i. s^`ate yr� .�r r�� PREPARED BY: 0 roof of the residence being served. Vent pipes shall extend a driveway or pak parking area,the manhole shall be designed to be LOCATION MAP I Q O minimum of 6 inches above the roof Una and the top of the vent traffic bearing to meet the requirements of AASHTO H-20 or I SECCAFICO LAND SURVEYING PG shall have a minimum horizontal separation of 12 inches to the H5-20 loading. N.Y. STATE LAND SURVEYOR sloped portion of the, roof. In cases where It Is not practical to SCALE: NT5 I LIC. #04a28-1 vent the system to the residence roof,a vent pipe may be piped to '1. The outlet Invert elevation shall be a minimum of 0.1 foot below 500 MONTAUK HIGHWAY the exterior of the residence and terminate: a minimum of 15 Inches the Inlet Invert elevation. I MORICHES, NY I1155 above grade and at least I foot from property Imes. These vent pipes shall be located a minimum of 3 feet -Prom any window or 8. Sampling manholes shall have an Inside diameter of 2 feet or an PROJECT / ZONINO DATA 63) 875-0120 / (631) 7W 550 doorway and must terminate with a carbon filter device. All vent inside area of 2 foot by 2 foot. pipes must have a minimum diameter of 2 inches. TAX MAP # 1000-5c1-03-36 I 4'-HIGH POST 4 AND AN AN-BUILT SURVEY DATED JANUARY q. There shall be a maximum retention depth below the outlet invert WIRE FENCE 28, 2025 AND PREPARED BY: 6. Installation and use of the I/A OWTS must conform to the elevation of six Inches. Department's approved I/A OHT5 guidance document prepared In ZONING DISTRICT AG NON-CONFORMING 1 accordance with the standards for "Approval and Management of 10. All sewer pipe penetrations In the sampling manhole shall be L.K. 5. COUNTRY ASSOCIATES, P.G. Innovative and Alternative Onsite, Hastcwater Treatment Systems." watertight. 437 S. COUNTRY ROAD r , MINIMUM DESIGN REQUIREMENTS: ELECTRICAL REQUIREMENTS: LOT COVERAOE BROOKHAVEN NY 1171q V - I I. 1/A OWT5 tanks shall be, constructed of precast concrete, CONTROL PANELS: % LOT fiberglass, of eth lene of ro lene,thermoplastics,or other 1. The control panel box must be placed outside on o suitable DESCRIPTION (FOOTPRINT) f''�p' GOVERA_6E I - - _' 9 p y y � yP Py p \ materials in accordance with Department standards and IONYCRR, pedestal near the structure that It serves. Alternatively,the panel Vim/ Appendix•15-A. The use of steel tanks Is prohibited. box may be mounted on an outside wall of the structure (preferable TOTAL LOT AREA 3q,16.5 S.F. I '+ a utility room,and not a living space). Other locations for mounting EL.=36.8a' 2. When an I/A OwTS requires a septic tank.for pretreatment the the panel box will be considered by the Department on a septic tank shall be designed in accordance, with sections 5-10"1 case-by-case basis and with I/A OHT5 manufacturer approval. DWELLING 1,528 S.F. 4.7% and 5-IOq of this standard. � ----KK--�-"`-" 2. The name of the I/A OHTS 04M Provider must be clearly PORCH DECK d STAIRS 361 S.F. O.g% i- 3. Unless otherwise specified,the leaching :tructure/system that identified on the outside, of the, panel and include a phone number �� -x-- WOODED follows on I/A OWTS shall be designed In accordance with section to contact In case of alarm. 4'-HIGH 1 � x-- AREA 5-107 and 5-110 of this standard. IN-GROUND POOL e300 S.F. 2.0% CHAIN-LINK O 5'-HIGH POST 8 3. Exterior panel placement enables the system to be serviced at FENCE I T EL.=37.55' d WIRE FENCE V J 4. At a minimum,all I/A OHT5 treatment tanks shall have 20-Inch any time, eliminating the need to access the Inside of the building. � 1 n 1 covered access openings to grade located over the Inlet and 4. The ppanel box must be within view of the system location to help TOTAL AREA OF ALL STRUCTURES 2,g8q S.F. 7.6% � outlet. Covers shall be either 20-Inch diameter watertight and facllltate operation and maintenance. insect-proof locking cast Iron covers or thermoplastic gcovers at p * MAXIMUM LOT COVERAGE ALLOWED - 20.0% Q final grade,. All covers and chimneys/rlsers shall be, designed In 5. The control panel shall be placed at a comfortable height for I IL accordance with section 5-III of this standard. access In accordance with Federal Emergency Management Agency I o (FEMA) flood zone requirements. IJNE 23 2022 NOS, Q d 5. Hhen a I/A OWTS Is approved to be Installed in a driveway or parking area, the unit shall be, designed and/or Installed to 6. The panel shall meet National Electrical Manufacturers I. FLOOD MAP DATA: P EDGE OF TEST HOLE DATA withstand H5-20 or H-20 loading as designated by AASHTo. Association (NEMA) 4X spectflcatfons. MGDONALD GEOSERVIGES MAP #: 36103G0154H � I�` . a � CLEARING � FOB E05 MAP DATE: Oq/25/200q 6. 6arbage, grinders shall not be permitted when on I/A OHT5 Is 1. All below grade wiring must be, run In electrical condult. The FLOOD ZONE: X I o O utilized as means of sewage disposal. conduit must have appropriate, seals to prevent gases and moisture SOUTHOLD, NY, I1971 < T from reaching the control panel or junction boxes. (631) 765-3677 2. SITE PROTEGTIOW51LT FENCING TO BE j I T -1. Hater softeners shall not discharge Into an I/A OWTS and the MCDGEO®GMAIL.GOM I IL Department recommends water softener backwash be connected to 5. Each system shall be equipped with a functioning warning system INSTALLED AS REQUIRED BY THE TOWN OF DWELLING w/ O an onsite drywell acceptable to Town or Village building which will activate. audible and visual alarms that can be readily SOUTHOLD. DWELLING w/ PUBL I G HATER Z PUBLIC HATER Departments. seen and heard by the occupants of the building served. The EL=36.0' Department recommends a telemetry device be Installed to 3. SURFACE HATERS OR WETLANDS ARE NOT 5. I/A OWT5 tanks shall be watertight and constructed of sound and provide immediate remote alarm notification to the 04M provider I O OL DARK BROHN LOAM LOCATED WITHIN 500' OF THE PROPERTY. I a durable materials that are not subject to excessive corrosion or covered by the 04M agreement. - decay. 4. ELEVATIONS REFERENCE NAVD Ig88 1 q. Systems which are not designed to flow by gravity are 41. All tanks must be watertight. Two methods of ensuring tanks are recommended to beequipped with a control panel with means of watertight shall be either vacuum testing or water pressure testing connectin a portable nrator to operate he system during a 5. ANY VISIBLE WELLS LOCATED WITHIN 150' w methods as follows: OF 5UD JE T SITE PLANLINES ARE power outage. 1 t � 10. Vacuum testing: Seal the empty tank and apply a vacuum to four PUMPS,BLOWER5.LEVEL SENSORS,AND CONTROLS: �� I 5'-HIGH POST d m (4) Inches(IOOmm) of mercury. The tank Is approved if q0% of I. The electrical Junction box serving the pump motor and floats 6. BEARINGS SHOWN ARE IN THE NEW YORK WIRE FENCE vacuum Is held for two minutes. must be watertight and located outside the I/A OHTS tank chamber. STATE PLANE COORDINATE SYSTEM NAD63, 1 w LONG ISLAND ZONE I 11. Hater testing: Seal tank;fill tank with wafer to outlet invert 2. Any blowers located outside of the I/A OHTS unit must be placed W J elevation, let stand for 24 hours. Reflll the tank to the outlet invert on a pad (concrete,plastic or fiberglass) and have a soundproof 0 after the, 24-hour period Is complete. Let the tank stand for an enclosure cover. I IY m additional 10-hour period. The tank Is approved If water level Is ML BROHN SANDY T a Q held for the 10-hour period. water pressure: testing Is 3. All pumps and float trees must be accessible and serviceable I SILT THE FOLLOWING LOTS WITHIN 150' OF PROPERTY T recommended to be, done onsite after installation. from access openings. UTILIZE PUBLIC WATER AS PER SGWA: PAVERS STOOP IN-GROUND Q w I/A OHT5 TANK CONSTRUCTION MATERIAL REQUIREMENTS: I SHIMMING POOL BASEMENT ` , ZO a 4. The floats shall be attached to a Schedule 40 PVC float tree � � � +/ that can be easily removed for service or adjustment. The floats 50TM #1000-5q-03-17.4 (20 x40) ENTRY STAIRS Cn Z shall not be attached to the force main. SCTM #1000-55-03-17.5 WINDOW HELL O I. Reinforced concrete shall have a minimum compressive strength 5GTM #1000-5a-05-24 (1"!1"I ) 1 _ m N of 5,000 pounds per square inch (psi) at 2t3-days set. 5. The Department shall observe the pump system operate through SGTM #1000-5q-03-34 PAVERS PATIO (p yy 1 v, v=i W a normal operating cycle. SGTM #1000-5cl-03-35 2. Hall thickness shall be a minimum of three: Inches unless the Z m CS SGTM #1000-54-07-31.1 T _- w = Z design has been certified by a New York Licensed Professional b.lnspectlon for leakage of the force main fittings will be made �1 j D.W./ � Engineer as complying with all appropriate requirements for thin during the pump test procedure. Q wall construction. All walls,bottom and top shall contain reinforcing to resist on applied force of 500 pounds per square foot (psf). W W w U ? p POOL EQUIPMENT 2-STORY HD. 3. Pre-cast concrete sections shall be sealled with one (1) inch butyl 16.0' - �1 FRAME DWELLING rubber joint sealant which conforms to A57T4 G-qq0. (2) FREE STANDING I w/ BASEMENT m 4. All sewer pipes shall penetrate the vertical sidewall of the tank PROPANE TANKS) x GARAGE N m ALARM/ HEDGE ON and shall be sealed with grout or other means acceptable to the 1 CONTROL Department such as watertight sealed flexllole Joint and the pipe ❑ (4 BEDROOMS) PANEL ~PROPERTY LINE Fw- N M gasket fastened to the pipe with stainless :steel retractable I BURIED GRAVEL 0 0 0 clamp(s). 1 F.F. EL.=40.7' ELEC. LINE DRIVEWAY BLOCK GARAGE SLAB TO I/A OHT5 w/ PAVER HALL 5. All joints shall be sealed so that the tank is watertight. See EL.=38.5' BORDER PROJECT: section 5-114,5.10. Tanks that are cast In place require prior I A B H.N. approval from the Department and must be certified by a Licensed Professional Engineer. At a minimum,the floor and walls of a 1 FUJIMAG AIR concrete tank must be monolithically poured. COVERED HIP. PORCH I BLOWER 8 FISCH ER hall of be located I 0• I I IAIR LINE/A OW 5 TO Q 6. whenever practical,concrete I/A OWTS _ha n 1 I I PAVERS WAL SEPTIC within groundwater. For installations that ore placed within I I � groundwater,the bottom and side portions, up to 15 Inches above I highest recorded/expected groundwater elevation,of the I/A ONTS " II p ___j j O - unit shall be monolithically constructed. In cases where this is not u BROWN CLAYEY I G ----� practicable,the I/A OHT5 unit shall be water-proofed up to 0 Inches above the highest recorded /expected groundwater SAND I EL.=38.17 I n� elevation and leak tested to ensure tightness prior to operation. 670 KEN N EY'S R D FED ?_ 2ci ' 1 I ; �i ,r 3 SOUTHOLD, NY 11971 '1. In cases when concrete tanks are installed in groundwater,the I / m = design professional shall submit buoyancy calculations to prove the weight of the tank(with or without anchorincl or the addition of ` t 0 ballast) will be at least 1.5 times more than the weight of the water I E �SPAGE 4 A displaced. The buoyancy calculations shall be done using highest 1 I FOR E.P. 10 rn m DRAWING TITLE: expected/recorded groundwater elevation with the tank empty. Soil I d Q cover on top of the tank(s) shall not be considered when -0 I I� NOTES determining the amount of anchoring or ballast weight required. -( I ,n I r I EL.=37.56' _ I EL.=36.Sa' Q SITE INFORMATION m l "' I D•w I SITE PLAN SUFFOLK GOI)NT'I' HEALTH DEi AR7MENT AFFROVAL I HATER �_,' 5T HOLE H.S. REFERENCE NO.: R-22-I5�J �_ �__METER_ -- - EL.=36.0' I N54'13''4ci"w ` - v io7.00' PAGE: 36.0' - - {? - - - - - - S U F F O L K COUNTY DEPART E T O F H E A L.T H SERVICES ,�1� WATER IN BROWN EXIST. OVERHEAD ELECTRIC WIRES � - - - - - - - - - - - - � BOULDER CLAYEY SAND UTILITY P_:10 ■0 1. APPROVAL OF CONSTRICTED .CORKS FOR POLE ASINGLE FAMILY RESIDENCE / KENNEI' � S R0Ar� \ � DATE:� I � 01/30/25 10F 2 HATER IN PALE 2/26/25 5P BROWN FINE SAND ' Date H.S. Ref 1*\0. R-22-1593 _------ -EXIST. 12"(P HATER MAIN ----_----- \ , ----------- 44.0' The sewage disposal and water supply facilities at this location have been COMMENTS: 6ROIINDHATER - - - - - - - - - - - - - _ _ _ _ ENCOUNTERED 36.0' BELOW - \ "��0 A inspected and/or certified p�byv this � Department or other agencies and found �,,,E � o to be satisfactory FOR A MAXIMUM OF 4 BEDROOMS, VACANT DWELLING w/ 0�� PUBLIC DHELL(HATER �� LOT PRIVATE HELL w to 0510 25 50 -15 100 ` JO ATR,1kN1 PA I, P<E., CH IEF / -v�� 0 740� �o O Management SITE CLAN ORAP�+IG Sr-,ALE of ffice of Wastewater Mana 9 SCALE: I" = 20'-0" i I V u V u V I/ MAIN ELECTRICAL ELECTRICAL SERYIGE TO PANEL AT Dl�ELL= I NO a EUJ I GLEAN ALARM/CONTROL PANEL I o 100 - Lu cc 101 I I I --' i 102 I I o L 103 Till1 N M/�IN BRE,4KER ( — rn o `- -o 0>; c0 L 104 O O N z O a .U) " 105 SINGLE LINE DIAGRAM NOTE: MANUFACTURER'S SINGLE LINE DIAGRAM FOR FUJICLEAN "CONTROLLER A" C 2 X : CM 1a6 WIRING 15 PRESENTED. USE OF UPGRADED CONTROLLER OPTIONS BY DEDICATED 20 AMP I O O O 4- c4 FUJIGLEAN ARE ALLOWED, PROVIDED THAT THE MANUFACTURER'S SINGLE-PHASE O m z GORRE5PONDING WIRING DIAGRAMS ARE FOLLOWED IN SUCH INSTALLATION. O N O CD 107 CD109 TW, ,, SIUME CIRCUIT BREAKER I Q OT- T a � O 108 t Is, -1 skS1o0 109 CIRCUIT WEi� 10 • 151 (3) 111 i 152 ,� � rr IN-LB PS112 153 THE N p II 112 . . CT.113 � U , 154 I r I ' --- - -- — _ _ _ �I'" _ ® _ _ TBI • SVITCN 114116"155 ! I I ! I I I I � I TBI rsq TB1 iT1Is 156 I I I I I I I 9 I ( -"I--� CHAMBER Volume(gal) 11 2 ' 3 110 R 157 I 11 I I I BRANCH CIRCUIT PROTECTION, OVERLOAD PROTECTION, i SCUM B.F L B � Sedimentation Chamber 277 7_,04 3 0 Anaerobic Filtration Chamber 278 116 FIaT )EMM " �-' " ' I MN DISCONNECT AND OVERCURRENT PROTECTION I 2-,," 2_72 2. 0 � �� U Aerobic Contact Filtration Chamber 127 158 I r>mri f%u I L -- �- — -{ OF INCOMING FEEDER CIRCUIT PRUDED BY OTHERS � —RECIRCULATION ® Clarification Chamber 63 117 I I AND DUST BE SIZED ACCORDING TO PUMP,/ OTOR I /� AIR LIFT PUMP © Disinfection Chamber 4 159 1 �-- — - — - - - - _ - -I _ _ _MAT I MANUFACTURING SPECIFICATIONS I �3 ISINFECTION Total Volume 749 / Q CYLINDER(OPTIONAL) � • 11 V — — 4"INLET PI 4"OUTLET PIPE 160 ( � ( ' A 4 SPECIFICATIONS 11[1 ( I I I �A Anaerobic Media PP/PE n 119 CB120 _ _ _ _ _ _ _ 44 of 12a s ,��1 — — — — — — — — — — — r 161 I (— " I © Board Type Aerobic Media PVC/PP/PE Aerobic Media PP/PE Q ' .—. .— +— — rj I Blower 2.8 cfm ^ FFLUENT INLET BAF `/ AIR LIFT PUMP Tank FRP [�► 162 1 I O Piping PVC/PP/PE 121 Access Covers Plastic/Cast Iron clr�Ir >!R£NCCR I �� P � I Disinfectant(Optional) Chlorine Tablets RECIRCULATION PIP 122 163 i I LOW BAFFLE � 3/4"AIR INTAKE I (CLEANING OPENING) B 164 1 AGAM A _1$__ FLOW OPENING(TYP. AG AM 1 PLAN VIEW 65 I { � 20"ACCESS COVER 20"ACCESS COVER 24"ACCESS COVER ISINFECTION 4"ACCESS COVER 124 � I V I (TYP) (TYP) (TYP) CYLINDER(OPTIONAL) JG Tll 1 LOW OPENING 125 166 1 EX>'EIM COMIENTS (COUPRMW MD/OR PUMPS) FIRt1ViDED BY OPM 45 I"-0 I 7 {h�y�y���y����, ���.�yy����Lr 4 wy�{��, ,TM! 1 pN���.�✓y�� OARD TYPE 126 16/ I MD V EE U.L ✓�F 1 1�V�6D 1 I \ilr� 1l 11 TEC ED P V$O d I 2"" CONTACT MEDIA I I lb8 I 127 r M�{� I CB^ t�1 fw S1 LV ��� 169 I 1 5 5 O ® 5'-5 ® ECIRCULATION W 128 ,E -- -. � — — --[}_ .,... — — — — _..I r. — — 170 � � 20 ? N �. 2 AIR LIFT PUMP N in 129 CIRCUIT WCR W MT � TEWERATURE RATING OF FIELD INSTALLED CONDUCTORS KJST BE ,AT LEAST 140 DEG" F. I o 0 3 130 171 I �(60 DEG. C. ?. TERMINAL STRIPS AND GROl9ND LUG USE COPPER COIDUCTORS ONLY. j AEROBIC MEDIA oUJI \/ 131 ,p 172 C I ECT GROUND LUG IN PANEL TO A SECURE EARTH GRAND RATION ASSEMBLY 0 m 132 173 DASHED LINES REPRESENT FIELD VIRI I Ir SECTION A-A VIEW SECTION B-B VIEW a --- _ . _ _ _ _ _ .... ._. - ._. _ _ _ _ _ _ _ . _ - _ _ . -. ... . _ ._ _ _ ._ �. _ FIELD FIRING SECTION w 133 174 N Z N O m N FUJ I GLEAN S I NOLE LINE D I AORAM FUJ I GLEAN GEN5 I/A OWTS DETAIL p o SCALE: NTS Q SCALE: NTS w = NEW 4 U Z BEDROOM w DWELLING SYSTEM POLYLOK 20"0 D-BOX w/ CONTROL/ALARM � COOT(NEM 4X RATED) SECURITY ORATE (BAFFLE 1'-0" MIN. c0V N F.F. EL._=40.-I REQ'D IF INLET PITCH :2'-0" MAX. � � MAC 60RI1 24"� LOCKING EXCEEDS " PER FOOT) GONGCOVER w 4 O SLOWER IS b LOGKIN6 ACCESS COVERS BELOW ORADE ACCESS COVERS I'-O" MIN. Q - w/RISER I'-O" MIN. 2'-6" MAX. O O 4" HOUSE 10' w/R15ER 2'-b" MAX AVO. GRADE EL. MAIN DRAIN •` MAX SEPTIC 5Y5TEM= 36.2' 5% MAXIMUM SLOPE G.o. PROJECT: MIN. 4"(P SDR 35 . MIN. 4"cl) SDR 35 ._ . •. ...... . . ::. PVC, OR Ea. L------------- PVC OR Ea. - MIN PITCH �d MIN PITCH �":I' F I S C H E R MIN. 4"4) SDR 35 MIN. INV. PVC OR Ea. INV. - - - - - - - - EL.=36.0' F`°"`"' SEPTIC EL.=36.3' MIN PITCH I' - INV. INV. INV. INV. ';� EL.=3?.6' EL.=3-I.'I' EL.=3'f 5' in cn EL.=5'7.4' CAST IRON PIPE d BASEMENT EXTENDING 2'-0" MIN. 2" MIN. DROP EL.=319' FROM BUILDING 12" THK. (MIND BED OF w/END GAP TYPE z FOUNDATION SAND OR PEA &RAVEL LEVELING DEVICES 670 KENNEY'S RD :1. FUJIGLEAN DENS BENEATH DISTRIBUTION BOX AT OUTLETS a SOUTHOLD, NY 11971 245 NITROGEN REDUCTION SYSTEM " w LEACHING > . POOL v •n,ula DRAWING TITLE: INNOVATIVE 8 ALTERNATIVE ON51TE WASTEWATER TREATMENT SYSTEM (I/A OWT5) WIRING DIAGRAM I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 440 OPP (4 BEDROOMS). 3' GLEAN SAND COLLAR SYSTEM DETAILS SURROUNDING L.P. FUJIGLEAN GEN5 I/A OWT'S PROVIDES 500 FPO TREATMENT GAPAGITY(4 BEDROOM CAPACITY). SUEEOLK GOIJNT)' HEALTH DEPARTMENT APPROVAL LEACHING POOLS (2) H. . REFERENCE NO.: R-22-15C1� I I. LEACHING SYSTEM FOR A 4 BEDROOM RESIDENCE SHALL PROVIDE 500 FT2 SIDE-WALL AREA &-0. PAGE: (1) &0 x 12' (EFFECTIVE DEPTH) LEACHING POOL PROVIDES 500 FT2 SIDE-WALL AREA FOR 50% EXPANSION, ADEQUATE SPACE FOR(1) &0 x 12' (EFFECTIVE DEPTH) EXPANSION — n0l POOL HAS BEEN PROVIDED (EXPANSION POOL NOT INSTALLED). _ 02 S P Oz. . STOPPER OR SLATE OR OTHER STOPPER OR DATE: 01/30/25 2 0 F 2 " END PLUG - SUITABLE COVER FND PLUG Li Li CE O SEWER PIPE d 45' ELBOWS 30- ELBOW —/ PEDA C 45' ELBOW60' WYE 'Y' �• ALTERNATE "A" ALTERNATE "B" T CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION 0374o5 SEPTIC SYSTEM DETAIL GLEN—OUT DETA I L OF SCALE: NTS SCALE: NTS Generated by REScheck-Web Software Compliance Certificate Project 2023_016 Aurora_2-L-S Energy Code: 2018 IECC �:• �'�' •Ah Location: Southold, New York Construction Type: Single-family # Project Type: New Construction _, Orientation: Bldg. faces 225 deg. from North U. Conditioned Floor Area: 3,643 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 670 Kenneys Road Peter Jerome D'Amaro Southold, NY 11971 Modern Age Home Builders, LLC D'Amaro Engineering and 3080 Route 112 Surveying, P.C. Suite C 20 Mariposa Lane Medford, NY 11763 Manorville, NY 11949 631-569-4513 631-878-7808 peter@modernagehomebuilding.co jdamaro@optonline.net m Compliance: Passes using performance alternative Compliance: 0.7%Better Than Code 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 Prop.Gross Area Assembly or Cavity Cont. . . -. Ceiling 1: Flat Ceiling or Scissor Truss 1,349 39.0 0.0 0.030 0.026 40 35 Wall 1-front:Wood Frame, 16" o.c. 731 15.0 5.0 0.053 0.060 31 35 Orientation: Front Door 1: Solid 34 0.280 0.320 10 11 Orientation: Front Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 120 0.300 0.320 36 38 SHGC: 0.27 Orientation: Front Wall 2-front gables:Wood Frame, 16" o.c. 100 19.5 5.0 0.045 0.060 5 6 Orientation: Front Wall 3-left side:Wood Frame, 16"o.c. 250 15.0 5.0 0.053 0.060 13 15 Orientation: Left side Wall 4-left gable:Wood Frame, 16"o.c. 115 19.5 5.0 0.045 0.060 5 7 Orientation: Left side Project Title: 2023_016 Aurora_2-L-S Report date: 09/12/23 Data filename: Page 1 of 8 � as Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Wall 5-rear:Wood Frame, 16"o.c. 666 15.0 5.0 0.053 0.060 27 31" Orientation: Back Door 2:Glass SHGC: 0.30 40 0.290 0.320 12 13 Orientation: Back Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 113 0.300 0.320 34 36 SHGC: 0.29 Orientation: Back Wall 6-right side:Wood Frame, 16"o.c. Orientation: Right side 565 15.0 5.0, 0.053. 0.060 29 32 Window 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 24 0.300 0.320 7 8 SHGC: 0.29 Orientation: Right side Wall 7-right gable:Wood Frame, 16"o.c. 115 19.5 5.0 0.045 0.060 5 7 Orientation: Right side Wall 8-to garage:Wood Frame, 16"o.c. 260 15.0 0.0 0.077 0.060 19 15 Orientation: Left side Door 4: Solid 18 0.183 0.320 3 6 Orientation: Left side Wall 9-to attic:Wood Frame, 16"o.c. 56 15.0 0.0 0.077 0.060 4 3 Orientation: Left side Basement Wall 1: Solid Concrete or Masonry Orientation: Back Wall height:9.8' 1,516 0.0 11.0 0.061 0.059 89 87 Depth below grade: 8.1' Insulation depth:8.0' Door 3: Solid 21 0.220 0.320 5 7 Orientation: Back Window 5:Vinyl Frame SHGC: 0.29 28 0.290 0.320 8 9 Orientation: Back Mechanical-Equipment Description Fueltype Efficiency Forced Hot Air 96.1 AFUE Electric Central Air 15.1 SEER 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 des'gned to meet the 2018 IECC requirerments in REScheck Version REScheck-Web and to comply with the ma ato requ!rem li d in the REScheck Inspection Checklist.Chseecklistt.. Jerome T. D'Amaro II ( ti�l�©ZJ Name-Title Signatu Date President, D'Amaro Engineering and Surveying, P.C. Name-Title Signa 're Date Project Title: 2023_016 Aurora_2-L-S Report-date: 09/12/23 Data filename: Page 2 of 8 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. � r Section Plans Verified Field Verified` ' Pre-Inspection/Plan ,Review:. °Complies co'm•ments/Assumptions RegID' Value' Value 103.1, :Construction drawings and ❑Complies :Requirement will be met. 103.2 !documentation demonstrate ❑Does Not [PR1]1 !energy code compliance for the :Location on plans/spec: ;building envelope.Thermal ❑Not Observable Notes on sheet A-3 I envelope represented on ❑Not Applicable construction documents. 103.1, 1 Construction drawings and _ ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for :Location on plans/spec: ❑Not Observable [PR3]1 ;lighting and mechanical systems. ;Floor plan on'sheet A-4 Systems serving multiple �':' ❑Not Applicable dwelling units must demonstrate a compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; xHeating: Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based ! Btu/hr 1 Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA I :Location on plans/spec: Manual or other methods Cooling: Cooling: ;❑Not Observable Notes on sheet A-3 ] Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 11 High Impact(Tier 1) J, 2 Medium Impact(Tier 2) '3.1 Low Impact(Tier 3) Project.Title:2023_016.Aurora_2-L-S Report date: 09/32/23 Data filename: 'Page 3 of 8 Section, - i '11 Plans Feld Verified 4 d F0un a ion Ingpe ion 1 6o p" -e =tl CoMme rts/Assumptio'ns' - �a U ,Value ,&,Fieq.lD 402.1.1 :Conditioned basement wall R- R- :DComplies, :See the Envelope Assemblies :E]Do'es Not table for values. [F04]1 :insulation R-value.Where interior: R R- !insulation is used,verification (0 bNot Observable :may need to occur during Insulation inspection. Not UNot Applicable :required in warm-humid locations; !in Climate Zone 3. 303.2 ElComplies Conditioned basement wall :Requirement will be met. [FO5]1 :insulation installed per EID6es Not CO) !manufacturer's instructions. :Location on plans/spec: El Observable NotObse a Section A on sheet A-6 E]Not Applicable 402.2.9 Conditioned basement wall ft ft ;,E]Complies ;See the Envelope Assemblies [F06]1 !insulation depth of burial or PDoes Not ;table for values. distance from top of wall. :.ElNot Observable' :E]Not Applicable 3012.1 A protective covering is installed ElComplies !Exception: Requirement is to protect exposed exterior 7 ODoes Not not applicable. insulation and extends a I minimum of 6 in. below grade. ElNot Observable EIN:)t Applicable 403.9 Snow-and ice-melting system OComplies :Exception: Requirement is [FO12]2% �r! controls installed. ElDoes Not not applicable. ONot Observable ONot Applicable Additional Comments/Assumptions: I High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3_1 Low Impact(Tier=3) Project Title: 2023 016 Aurora-2-L-S Report date: 09/12/23 Data filename: Page 4 of 8 Section Plans Verified Fie1d.VerIfred Comments/Assum tions Framing'/Rough In Ins ection Complies? & Re ID . . , PI: Value Value .;" p p 402.1.1, ;DoorU-factor. ;, U- ; U- I❑Complies ';See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FRl]1 ❑Not Observable V :❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies }See the Envelope assemblies 402.3.1, 1 average). ❑Does Not ;table for values.. 402.3.3, 402.5 1 ;❑Not Observable [FR2]1 I :❑Not Applicable 0 I 303.1.3 ;U-factors of fenestration products '' ❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable ;taken from the default table. ; 1 ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 �installed per manufacturer's ❑Does Not j instructions. COO Observable ❑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 AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.5, IC-rated recessed lighting fixtures ti,.'. ❑Complies ;Requirement will be met. [FR1'6]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm []Not Observable Location on plans/spec: leakage at 75 Pa. , ;Notes on sheet A-3 ❑Not Applicable 405.2 ;All ducts in unconditioned spaces ; R- R- ;❑Complies ;Exception: Ducts located [FR25]1 or outside the building envelope ❑Does Not :completely inside the 1 1 are insulated to?:R-6. :building envelope. ❑Not Observable I 1 1❑Not Applicable 403.3 Building cavities are not used as ❑Complies ;Requirement will be met. [FR1593 ducts or plenums. ❑Does Not '., ❑Not Observable ❑Not Applicable -403.4 HVAC piping conveying fluids ; R- 1 R- ;❑Complies ;Requirement will be met. [1`1117]?= above 105°F or chilled fluids 1 ❑Does Not V below 55°F are insulated to?R- 1 Location on plans/spec: ❑Not Observable 3. ; ;Notes on sheet A-3 ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies :Exception: Requirement is [FR24]1 piping. ❑Does Not not applicable. iA7 �[]Not Observable , ,'❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]? installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable z x •t r• ❑Not Applicable 1 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: 2023_016 Aurora_2-L-S Report date: 09/12/23 Data filename: Page 5 of 8 1i Secti 0 Plans Verified "FiWd Ver i fied # InsP ior V�Iue .,,. Complies Comments/Assumptions Req.ID 803 A%`�` All installed insulation is labeled ElComplies :Requirement will be met. [INJ ' 3]2,�,P."�',.,,11 or the installed R-values r DDoes Not V provided. E]Not Observable :,e ONot Applicable 402.1.1, 1 Wall insulation R-value. If this is a;, R- R-_ E]Complies See the Envelope Assemblies 402.2.5. :mass wall with at least 1/z of the Wood F-1 Wood :E]Does Not table for values. 402.2.6 wall insulation on the wall (IN3]1 :exterior,the exterior insulation E] Mass E] Mass :E]Not Observable 10). E] Steel E] Steel :E]Not Applicable (9 requirement applies(FR 303.2 Mall insulation is installed per OCbmplies Requirement will be met. [IN4]1 !manufacturer's instructions. E]Does Not E]Not Observable E]Not Applicable Additional Comments/Assumptions: I High Impact(Tier 1) 2]Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2023'.016 Aurora-2-L-S Report date: 09/12/23 Data filename: -Page 6 of 8 ection Plans fie Verid Verified' " # Final Inspection Provisions FeldC. omplies? Comments/Assumptions & Req ID . Value. Value 402.1.1, ;Ceiling insulation R-value. R R- ;❑Complies ;see the Envelope Assemblies ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.1, � ; � � ; , 402.2.2, 402.2.E ❑ Steel ❑ Steel ;❑Not Observable ; [FI1]1 :❑Not Applicable 303.1.1.1, !Ceiling insulation installed per "'. ❑Complies ;Requirement will be met. 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable Location on plans/spec: 300 ft . Section A on sheet A-6 ❑Not Applicable ; 402.2.3 Vented attics with air permeable t ❑Complies ;Exception: Requirement is [FI22]2 insulation include baffle adjacent ,'° ❑Does Not :not applicable. to soffit and eave vents that ' extends over insulation. ❑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 ach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. :Location on plans/spec: ❑Not Observable Notes on sheet A-3 ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [FI27]1 !determine air leakage with ft2 ft2 :❑Does Not :handlers are located within !either: Rough-in test:Total t❑Not Observable conditioned space. ;leakage measured with a 'pressure differential of 0.1 inch ; ; ;❑Not Applicable ;Location on plans/spec: w.g.across the system including Section A on sheet A-6 :,the manufacturer's air handier 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 handier enclosure. 403.3.4 {Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;,Exception: Requirement is [FI4]1 ;cfm/100 ft2 across the system or ft2 ft2 ❑Does Not not applicable. <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa.For rough-in ;tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [Fl24]1 :by manufacturer at<=2%of ❑Does Not design air flow. l ":'❑Not Observable .11:]Not Applicable 403:1.1 ,= Programmable thermostats ❑Complies ;Requirement will be met. [Fl9]2 installed for control of primary ❑Does Not heating and cooling systems and Location on plans/spec: initially set by manufacturer to ❑Not Observable Notes on sheet A-3 code specifications. ❑Not Applicable 403,1:2 Heat pump thermostat installed ❑Complies ;Exception: Requirement is s ' •-' ❑Does Not :not applicable. [F110]2 on heat pumps. P JE]Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ;Exception: Requirement is [FI11]2. }systems have automatic or ❑Does Not not applicable. accessible manual controls. []Not Observable ; ❑Not Applicable 403.6.,1 • iAll mechanical ventilation system ❑Complies ;Requirement will be met. ,[F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ;Location on plans/spec: and air flow limits per Table q ❑Not Observable :Notes on sheet A-3 R403.6.1. •❑Not Applicable 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2023_016 Aurora_2-L-S Report date: 09/12/23 Data filename: Page 7 of 8 Sec to Complies Ve'rif�ieO,:,1Pl6ns1!VeAf1ed--,- Field Final Ins p oh,provisions Comments/Assumptions ValueValue tiadq.ID 403.2: Hot water boilers supplying heat ElComplies :Exception, Requirement is [17126]2" through one-or two-pipe heating 0Does Not :not applicable. systems have outdoor setback control to lower boiler water Observable temperature based on outdoor E]Not Applicable Te temperature. 403:5.-1d' Heated water circulation systems ElComplies :Exception: Requirement is [1`128]2_�, have a circulation pump.The E]Does Not :not applicable. system return pipe is a dedicated return pipe or a cold water supply E]Not Observable pipe.Gravity and thermos E]Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand wit hin the occupancy.Controls automatically turn off the pump when water is in circulation loop is asset-point temperature and no demand for hot water exists. 2 403.5-.1.2:.' Electric heat trace systems ElComplies ;Exception: Requirement is V129) : comply with IEEE 515.1 or UL E]Does Not not applicable. 515.Controls automatically adjust the energy input to the E]Not Observable heat tracing to maintain the E]Not Applicable desired water temperature in the piping. ElComplies Exception: Requirement is 4035.2 Demand recirculation water ;not applicable. El systems E]Does Not [F130,]2, have controls that manage operation of the pump Not Observable and limit the temperature of the water entering the cold water . .. . . . E]Not Applicable piping to<= 104QF. 40354 Drain water heat recovery units OComplies ;,Exception: Requirement is [F131]2 , tested in accordance with CSA E]Does Not 1 not applicable. B55.1. Potable water-side pressure loss of drain water heat []Not Observable recovery units<3 psi for Applicable individual units connected to one 0 showers. Potable water- 0 idrpressure loss of drain water Y.heat recovery units<2 for individual units connected to three or more showers.,. 404.1 90%or more of permanent ElComplies Requirement will be met. [F16]1 ;fixtures,have high efficacy lamps. E]Does Not, !Location on plans/spec: E]Not Observable 17 Notes on sheet A-3 E]Not Applicable '404.1.1 Fuel gas lighting systems have Ekomplies Exception: Requirement is [F123]4 no continuous pilot light. 4, E]Does Not 1 not applicable. EINot Observable Applicable 4013 Compliance certificate posted. DComplies Requirement will be met. [FI1,]Z, E]Does Not E]Not Observable 'E]Not Applicable 3033 , Manufacturer manuals for "ElComplies I Requirement will be met. [FU18]1 mechanical and water heating E]Does Not systems have been provided. E]Not Observable E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium impact:(Ti6r 2) 3 Low impact(Tier 3) Project Title: 2023—016 Aurora-2-L-S Report date: 09/12/23 Data filename: Page 8 of 8 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 11.00 Floor 0.00 Ceiling / Roof 39.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.27 Door 0.29 0.30 CoolingHeating & Forced Hot Air 96.1 AFUE Electric Central Air 15.1 SEER Water Heater: Name: Date: Comments Rc)ctd APPROVED AS NOTED q � VH Ali-C NE��- 0?� B- # I9 COMPLY GATE: P NW YORK STATE PO E S a5� NSOFJE B pT SA NOTIFY BUILDING DEPARTMENT AT goo on 631-765-1802 8AM TO 4PM FOR THE ko FOLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. PLUMBER CERTIFICATION ALL CONSTRUCTION SHALL MEET THE . ON LEAD CONTENT BEFORE NEW REQUIREMENTS OF THE CODES OF FOR CERTIFICATE OF OCCUPANCY PORK STATE NOT RESPONSIBLE DESIGN OR CONSTRUCTION ERRORS SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. -Dp NOT PROCEED WITH FRAMING TION��pT10N OFHAS BEEN APPftAD• PLUMBING �L PLUMBING WASTE &1 A#ER'LINES NEED TESTING SEFOF E COVERING ELECTRICQUIRED INSPECTION Fire separation t+equlred as per. Slower do" WM Code end dwcwrork t� requ TRUSS PLACARDING REQUIRED Must provide Manuc* D,J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF PURSUANTTO CHAPTER236 OF THE TOWN CODE TOV4N COMMENTS J Z_ .01 w I Lu I I ■ ■ OI N _ ��� a - � -- - - - - - - - - - - - - - - - -- - - - �� tx z Q 5KY PLAN 15 OUTSIDE O ■ VISIBLE DRAWING AREA -p O N s ■ ■ --i ___ W 0 Q ( � THE AURORA ' ' V N m 0 NI m _ - - - -- --- ----------------------- ----------------- - - - - - - - - - -- - -_- - - - y� LL AVERAGE ELEVATION OF THE I I 0 I -_o RA E ELEVATION OF THE A G�UAL I T1' NEhl BIOME MODEL 5)," w O it EXISTING NATURAL GRADE - TIN NATURAL GRADE ----_--+ ----- -------------------------LjADJACENT TO STRUCTURE = 35'-q" O - - - x - - - - - -- ADJAG NT-�O-STRUCTUR I MODERN AOE HOME BU I LID)E 5, LLG � -I--- -- - I - I m O O � I I ` J ----- ----- - - -- VIEI6A AVERAGE AVERAGE NGELEVATION OF THE EXISTING ELEVTION�OF THE EXIST NATURAL GRADE GENERATED 1-----------'L ------ -- --------- i - - ANiBADE (V GENERATED I la BY THE ENTIRE LOT = 35'-&" I I BY THE ENTIRE LOT = 35'-8" FYfizAM C) LAW — 5 I DE ELEVATION f=YRAM I l7 LAVl — FRONT '=LE\/AT I ON 50ALE: 1/16" = 1 ft SCALE: 1/16" = 1 ft n� 1L lu zwl x o � N V / -— OL U1 fu - - — — — — — — — — — — — —FINISHED 5EGOND— — FLOOR fu — — — — — — — — — — — — — — w — ,t z -- ---------------------- -- -- x z � FLOOR AREA TABLE � � D W � ® W x 0w' � FIRST FLOOR 1,215 sf <_� m 4 SECOND FLOOR 1,202 sf p- 0 O OARAOE 552 sf < BASEMENT 1,226 sf o PORCH 241 sf LIVABLE FLOOR AREA 2,411 sf - - - - - - - - - - - - - - FINISHED FIRST FLOOR 6R055 FLOOR AREA (6FA) 2,aba sf - - - - - - (INCLUDES ATTACHED GARAGE AND !-1 DOUBLE F.A. FOR SPACES >15 ft) IN H D CONDITIONED FLOOR AREA 5,645 sf a,..•.a- F IS E GRADE ING U( L DES BASEMENT) •'`��,.*rM,,: ..gin+�,,�.a'.;-, 7 INFILTRATION VOLUME I I I I I I I I I I I I I I I r I 40,000 cf (INCLUDES ATTIC 4 BASEMENT) _ I I I I I I I I I I i t I i t I I I I INDEX TO I7RAN I NOS COVER ELEVATIONS DRAV41NO No. DES Iti EREO SET l 2 2023 FOUNDATION PLAN A-2 - - - - - - - - - - - - - - - - - -� FIRST FLOOR PLAN A-3 I— I -f T - - 7 7 - - -� '`- - - 7 - - - - - - - - - - - - - - - - - �L � 2ndFLOORPLAN A-4 - - -I- - - - - - - - -- - - - - - - - - - - - - - - - - - - 1- - - -1- - - - - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m WALL BRAGINC 4 ROOF PLAN A-5 SECTIONS t DETAILS A-b O �� NOTES A-7 �Op .I TJI-DETAILS A-6 -FRONT ELEVATION o� � SCALE: 1/4 - 1 ft O j� - O IL lu IL 12 -0 3 < O 11J O 5.25 � � Q V QL � V < ■ ■ lu IL o ❑ o z6 v z �1! 12 1- —�5.25 O O Q IX -------------r2-- - ------------------- ------ ------------ ----- ----- ------------------------- -------------- ----------- ------------ ------- ---------------------------- ---------------- --------------------------- m IL t— IL ❑❑❑❑ ❑❑130 DATE: SEPTEMBER 202:5:1 ❑❑❑❑ ❑❑❑❑ JKLT COVER 4 ELEVATIONS 51E�E ELEVATION REAR ELEVATION SIDE ELEVATION DRAWING NUMBER SCALE: I/6" = I ft SCALE: 1/6" = I ft SCALE: 1/6" = I ft A == l A M I A-b 235# ASPHALT 5HINGLE5;MIN. (4)-FA5TENER5 PER z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE 37'-4" 24'-4" No. 15 ASPHALT FELT UNDERLAYMENT [Rg05.1.1] V O 14'-8 I/4" 7'-5 I/2" EGRESS WINDOW WELL TWO LAYERS 2;12 TO 4:12 SLOPES;ONE LAYER > 4:I2 8" CONCRETE STEM WALL ON SELF-ADHERING POLYMER-MODIFIED 2x8 [UG36] P.T. LEDGER 16" x b" P.G. FOOTING BITUMEN ICE SHIELD BARRIER [Rg05.1.21 O 1/2"0 x 4" GALV. LAG SCREWS AT 16" O.G. - - - - - - - - - PROVIDE FALL PROTECTION 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES I- - --I 5TA66ERED [R507.q] P.G. FTG (TYP-3) 6" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES � 1/2' STRUCTURAL PANEL SHEATHING [R803.2] -- - - - - - - I- 4-6 - BASEMENT -I -- -- I 8' REINFORCED CONCRETE R ENTRANCE N NG WALL (� -2x10 P.T. GDR L J I I R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION #4 REBAR AT 12" ON-CENTER EACH WAY }U w O STANDARD HOOK AND LAP INTO I6" x 8" P.G. r I I m DECK ca I I FOOTING. 2" MIN REBAR COVER SOLID WOOD BLOCKING m l I O I IczABOVE - - - - - - - m I I O � _ 1 L _ -I - - - - - - - m - - - - - - -" - � I � CEILING JOIST Qn N i DRIP EDGE [Rg05.2.8.5] lT i r 2836 CASEMENT 2836 CASEMENT I , # _EGRESS W EGRESS WINDOW Ix8 WOOD FASCIA 10' POURED CONCRETE FOUNDATION STEM WALL i/2" GYPSUM WALLBOARD (� VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. I 11" T SOFFIT VENT - I D_ y4" TO 4/4" CONCRETE COVER FROM INSIDE FACE I (9,71 R HORIZONTAL REINFORCEMENT: #4 REBAR AT 15" O.G. _ DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID j- L - - - - - - - - - - -TOP BAR WITHIN 12' OF TOP OF WALL - - - - - - - - -- iq MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER _ I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING I MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND r J I MINIMUM 3'-0" BELOW GRADE -- _ -- - ---_ _ -- - -- _ 1- GAS WATER HEATER EMERGENCY ESCAPE 8 RESCUE OPENING I f- - - - - AREAS AND TO RESIST A MINIMUM 28 psf [R310] GONG PLAT 6" HA DR IL R31 .7.8 SUCTION LOAD(EXPOSURE C) (EXPOSURE B) OR 40 psf tk} I J HW A. O. SMITH o I AND STEPS _ GPVT 50 200 CAPACITY = 50 a1 � BASEMENT 5068 I (O <- ON 15 I5E S 1 O I I 9 I- cV VILL 4" P.G. SLAB I I ORYWELL `r Q L I L_ 4=4, - - - - - - - - - - - - _j - O ( I PLASTIC HOUSEWRAP INSTALLED OVER FOAM - INSULATION. INSTALL AND TAPE ALL SEAM5 PER NOTE: N I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - -- - - - - - - I `z MANUFACTURER'S IN5TRUGTION5 [R-103.2] _ 2x4 WALL STUDS AT I6' O.G. t2': HOLDDOWNS ARE AFGO ZIP MODEL 4X I " R-15 UNFAGED FIBERGLASS BATT INSULATION 4"(P STEEL COLUMN i 23-b IR-5 i-INCH THICK EXTRUDED POLYSTYRENE (XPS) I NOT REQUIRED FOR ON 2'-6"x2'-6"xl2" DEEP P.G. FTC. I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING O THIS PROJEGT. WM-#5 REBAR EACH WAY I I I GAP-HEAD NAILS WITH A MINIMUM 5/4" 1 (3)-I.75 x 11.875 LVL GDR (TYPICAL-4) I I N I R-13 2" CLOSED-CELL 5PF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND (ENGINEERED DESIGN) �ttl I6 O.G. FIELD. I I I O O I (ALSO AT RIM JOIST IN SECOND j z I FLOOR PLATFORM - NOT 5HOWN) 7'-O" 7'-4" r - - 7'-2" r - - 7'-2" r 7'-O" I I ww I I I/2" STRUCTURAL PANEL SHEATHING t-__ t' __ ___ _ __ __ _ _ _ 3/4" STRUCTURAL PANEL 5UBFLOOR 2x SOLE PLATE 0 I cv O i � I I �oI I `° "m - - ------- I -- I I I O' I I L _ _I L _ J L _ _ _I BEAM POCKET I 0 I 2x BAND J015T O (TYP-2) 2x6 PRESERVATIVE TREATED SILL [UC2] FLOOR JOISTS COPPER TERMITE SHIELD OVER SILL SEAL (3)-2x10 FL HDR - J(3)-2x10 FL HDR L I 0 _ L� I N I _ UNEXGA\/ATED I EXTEND SIDING TO WITHIN 12" OF FINAL - GRADE FOR HISTORIC DISTRICTS AF60 ZIP MODEL 4X I o " I " WOOD SILL PLATE TO FOUNDATION ANCHORAGE o 4",P STEEL COLUMN I I I I [R403.1.6] 10' ON 2-O x2-O'xIO ( M N O 10 I N I I MINIMUM Y2 d1o. ANCHOR BOLTS 5PA6ED NOT DEEP P.G. FTC. __ I I O H I I I GREATER THAN b FEET ON-CENTER EMBEDDED 1 I� (TYPICAL-2) I (FL-2xIR0 I I W < I I JO z I I NOT LE55 THAN "I" INTO CONCRETE OR GROUTED FINISH GRADE �J CELLS OF CONCRETE MASONRY UNITS. THE Z r O ( I M w I f z BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD ( H U_ x I O I I z I I - OF THE WIDTH OF THE PLATE. A NUT AND (1 I- - i Q O i 1 p N I 201 cv WASHER SHALL BE TIGHTENED ON EACH ANCHOR LL- lu 0 I BOLT. LU BOLTS PER PLATE SECTION WITH ONE BOUT a 1WU : O I I I I " I 2�68 I 1 I Q(� I I LOCATED NOT MORE THAN 12 INCHES OR =� v:w m z, II'll)w I I I I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH 0 O L_ _ tX DECK LATERAL CONNECTION [R507.q.2] I I 1 0. END OF THE PLATE SECTION. WALLS 24 INCHES ?- � 13'-O' I p\p to .. w - J tf .--1 W �y w SIMPSON DTT2 I I 1 I O I TOTAL LENGTH OR SHORTER SHALL HAVE NOT (1 0 z t r) Q o:? - z lU INSTALL IAW MANUFAGTURER'S I- - - - - - - - - - I tY I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE d _j vi Lu ,- r- O z SPECIFICATIONS I I CENTER THIRD OF THE PLATE SECTION AND J 3 O Z In (TYPICAL-6) I O I I I I I - PANSHALL BE ELS AT GORNERS ATTACHED O AOJ CENT HALL <Q U N �U z Q a f 0 UUZJJ �- - - - - - - - - = I- - - - -� I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I o a = - TABLE R602.3(U. Q Uj m ! v O I } �OQQ -- - -- -- r ' -- -- -- " R-I I BASEMENT WALL BLANKET INSULATION R O Uj IY lk O w w `, < " I . O� wv- >� nn,, L - L - (2) 2xIOFLU- - - - Jo ABOVE � _ L - --2x1oFLu- - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �w Q ��� µ �Q� 1� � cwp <4 0 r P.G. FOUNDATION WALL I O U T O z Q CONTINUOUS HORIZONTAL REINFORGEMENT: ONE No. 4 zz r (X w 0 (� x - - - Q aJ I- - - - - - - - - - - - - BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY X`J O w �-J 2'-q" - - - - - q'-2" 2'-q" 8'-O" 2-q q'-2" 2'-q" 24'-4" AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL Q 1 STORY [TABLE R404.1.2(U] Q O cv 2x8 [U63B] P.T. LEDGER EXPANSION JOINT r - 1/2"� x 4" 6ALV. LAG SCREWS AT 16' O~ C, O.G. STAGGERED [R507.q] (2)-2x10 GDR F F (2)-2x10 GDR 4" P.G. FLOOR SLAB -- -- -- -- -� _+ + I_ -- ---}- -- -- I R4' POURED CONCRETE FOOTING q��,. ON UNDISTURBED 501L [R403J] ;. P.G. FTG & -v.,,i f= t of 6 MIL POLYETHYLENE FILM ,4 CONTINUOUS UNDER 5TEMWALL / rr t 1 p - ' -- - - - - r g µ W 2' 2 w,�•l,4-�'t'��,s -.s x.A�,3 r T)OFIGAL NALL 5EGTION 7'-O" 8'-O" q'-1 5/4" 6'-6 3/I6" 7'-O" 24'-8" SCALE: NTS 4" DELIVERED S-EP 1 2 2023 4"x4" [UG4B] PRESERVATIVE TREATED POST WITH 6ALV. METAL POST BASE ANCHOR ON 12"(P x b'-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON A 24" x 24" x 12 DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM m MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-q) A-6 (ENGINEERED DESIGN) O Q I FOUNDATION FLAN o� � SCALE: 1/4" = 1 ft i)IL 11.-1 lu O STRUCTURAL DE515N NOTE v WINDOW AND DOOR SCHEDULE z In accordance With the 2020 RGNYS; structural < No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered WOOd, Steel and - WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS steel/wood composite columns, beams, headers and < OL girders that: 1- A UNITED WINDOW 3900 3050VA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE O B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.01-29.7 psf[20 sf] 48"x 48" B PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 1) resist ravit loads, d 0 z C UNITED WINDOW 6000 3020V N/A N/A 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf[50 sf] 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE g yoa an S D UNITED WINDOW 3900 2050VG 18 7/8"x 26 13/16" 3.51 sf 6.76 sf 3.51 sf 10.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescriptive design p p Q W_ E UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" E SINGLE-HUNG,VINYL FRAPPE,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS IL r F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 sf U=0.28 SHGC=0.32 -26.0/-35.1 psf[20 sf] 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE IL G UNITED WINDOW 6000 2836^ 24"x 35 3/4" 5.96 sf 6.29 sf 5.96 sf 9.1 sf U=0.28 SHGC=0.25 -22.0/-29.7 psf[20 sf] 32"x 42" G CASEMENT EGRESS WITH HARDWARE,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) Were designed in accordance With m H UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE ANSI/ANC, N05-2015 With 2018 supplement. I THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sq CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64±sf - 64±sf 64±sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as Wcil is and fenestration K THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT K SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR DATE: 5EP7EMBER 2025 MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED I) resist wind loads, And MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[-sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 2) are not contained in the prescriptive design FOUNDATION PLAN 4 provisions of the 2020 RGNYS 'TYPICAL WALL SECTION Were designed in accordance With ASCE '1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are f annotated "ENGINEERED DESIGN." #� _ 2 A � � t A-6 NOTES INDEXED TO THE 2020 ENERGY CONSERVATION GON5TRUCTI ON 7'-10 I/2" 10'-6 1/2" GODS OF NEW YORK STATE v RIOI.5 COMPLIANCE: This budding was designed and shall be constructed to meet the 2020 EGGGNYS. Both REScheck (U.S. PROVIDE RESERVED SPACE IN 5ERVIGE PANEL TO CODE Department of Energy) and REM/Rate (Noresco) computer software was utliltze to demonstrate compliance. All FOR FUTURE SOLAR ELEGTRIG INSTALLATION [TIO3.G] z mandatory provisions of the 2020 EGGGNYS - Residential WOOD STEPS Provisions are In force. 0� R10522 WRITTEN STATEMENT. To the best of my knowledge, 8_O: WALL LINE CLOSED-CELL SPF belief and professional Judgement,these plans comply with the ABOVE Energy Code. Furthermore,as a RESNET certified rater (I.D. �di� W d No. 261439"), I certify that these plans comply with the Home << BO ° ATTIC PATHWAY FOR SOLAR ELEGTRIG [TIo3.8] Energy Rating System (HERS) program. A signed certificotlon Q O O O O 4 INSTALL 2 (P VERTIGAL SCHEDULE 80 PVC, GONDUIT Z - -- of compliance with the HERS program (HERO) will be submitted w PIG RE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLU05 I r of the constructed building to demonstrate compliane. Q�O OR GAPS AT EACH TERMINUS [E3802.3.2]. m 1 J GYPSUM BOARD 7-z K- (3J-3°50 6°68 _ _ I_ _ O R301.1 CLIMATE ZONE: 4A Suffolk,NY Q - (2)-I.-75x11.25 LVL HDR (2)-1.-15xll.25 LVL HDR �- — — -} — ® — — fy CONTINUOUS BEAD OF (ENGINEERED DESIGN) (ENGINEERED DESIGN) N pW r r SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 Q Q = L 1 — L _ _ Simulated Performance Alternative,and the provisions of v J-3 z r - GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." O Q'�Q '� EXTERIOR Mandatory requirements+ z AIR INTAKE _ KITCHEN - — , R401.3 CERTIFICATE: Builder to post per Code. p [RI006] rn 36 GUARD [R312.1] O CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE. To be tested d verified to 3 23'-4" cn 1— ----------- ---------------------------------- I SEALANT AGH by HERS rater. See Table R402.4.1.1 in plans. - O R402.42 FIREPLACES: Factory built with UL 12"1 doors. CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule -N .S EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and z J FAMILY ROOM BREAKFAST o c0 — I 4'-4" O Q Up B E ENT EN RA GE O IL UNIT PERIMETER hot water heating appliances to be direct vent with both X�� <- O N intake and exhaust pipes installed continuous to the • w iT- 1_ p UL 121 LISTED ANDi— outside. 'n > - Q Z O WINDOW UNIT R402.45 RECESSED LI&HTIN6: IG-rated and labeled as FAGBTORY-BUI T O O r having on air leakage rate of not greater than 2.0 cfm wO NOTE: 9-O' CEILING HEIGHT = (n I per Code. <tY FIREPLACE [RIO04] THROUGHOUT FIRST STORY O 00 R4025 MAX. U-FACTOR 4 SHGG: See window schedule. u F 25 cfm GONT. ELEG. PANEL ,p }� R403.1 CONTROLS+ See plans for thermostat Information. Prof TEGHNOLOGI05 cv TO ERV I iv IL R403.32 DUCT SEALING: All duct Joints shall be MODEL T105 :t [MI505.4] I I mechanically fastened and sealed with duct mastic PROGRAMMABLE - E 1 ?i CONTINUOUS MINIMAL THERMOSTAT -�� E �---------------I sealant. Apply mastic to duct seams. E u EXPANDING FOAM AT WINDOW R403.3.3 DUCT TESTING: A duct air-leakage test is not F E (3)-I.15 x 14 LVL FLUSH (37 LONG) UNIT PERIMETER required under exceptions I and 2. E I 1 q• p NO WALL (2)-2xi0 HDR � I I R403.35 BUILDING CAVITIES: Framing cavities shall not beL E �� 6'-6" 11'-4° F o I II used as ducts or plenums. I I R403.4 MECHANICAL SYSTEM PIPING INSULATION. Insulate 4x4 POST � I II mechanical system piping carrying hot water to on p 36" GUARD [R312.1] O R-value of not less than R-3. - _ R4035.1 HEATED SERVICE HOT WATER(5HW) CIRCULATION m 247Q Q PDR 6'-8" 2-- SYSTEM. 6" I I Not In project. _ 4x4 P05T 1 N HEAT DETECTOR v CONTINUOUS BEAD OFp N-� ' t 4„ 36" RAILING �i O SEALANT R40310 MECHANICAL VENTILATION: ERV continuous cv ventilation system specified In the plans exceeds the m U 10 R cn I 4'-6" 4 6" F N I I minimum efficacy of 12 cfm/wott. 4x4 POST K R403? HVAC EQUIPMENT: Sized 1n accordance with AGGA SELF-GLOSIN6 20-min I I Manual J and Manual S. GYPSUM BOARD R4038 MULTIPLE DWELLING SYSTEMS, Not applicable I 36" GUARD [R312.1] 1 z 20 cfm GONT. TO ERV 2e;0 F.R. DOOR[R302.5.1] L---------------�I R403A 5NOW MELT: Not in project. 3'-2" iv A No [M1505.4] R403.10 POOLS AN 5PA5: t In project. in o N - ,2 G - -- -- -- -- -- -- -- -- GONTINUOU5 BEAD OF R403.11 PORTABLE SPAS: Not in project. -! _ _� 1 2�i m J (3)-1,75 x 14 LVL DROP HDR - N P J No WALL m 2' O" 2'-6' (ENGINEERED DESIGN) i•---------------1 ADHESIVE R404 LIGHTING: Budder to Install high-efficiency lamps In at N � I � o I II least gOSK of permanently Installed fixtures. Q i t1 m INTERIOR GARAGE WALLS: I li LZ CONTINUOUS BEAD OF O IIL -- R-15 BATT INSULATION I I SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE. This method was Q t DOUBLE 1 � -� t� -� j C❑ Q � Y2" GYPSUM BOARD used to show compliance with the Energy Code. REM/Rote , I> I>_ FL HDR I u r r _ _._ ,-_ _ -_ software was used to model the building performace - see J -J -1 SMOKE d G.O. O N GARAGE CEILING: I it (� 2020 IECG Energy Cost Compliance report provided with _ Imo_ J J DETECTOR (TYP) _ DINING ROOM J'2" GYPSUM BOARD l-1 2" CLOSED-DELL 5PF Permit Application. REScheck was used to model the buildingO LIVING ROOM _ 1= o 1-- Ix O App - 1 d I d [TABLE R302.6] Q I I I Z performance based on national standards - see REGcheck iv o - FOYER I Compliance Certificate and Inspection Checklist provided with - r ,- i x x v Permit Application. 'n 'n 4 � I It J O p r: HAZARD Gl�I4ZiNG [R308.4] 14'-0" I I I O V t (i N LU 4„ i, „ I� I� x 4„ tm Z I CONTINUOUS BEAD OF I -O O U- z r 24'-O" 1 I .. � � � - It SEALANT L------------- -- I — — J � ZW GYPSUM BOARD 1 m (2)-1.-15 x 11.575 LVL HEADER Q t- O? :..- SEE PORTAL FRAMING DETAIL 1 I 1 Q Z d A.G. (2)-2xl2 HDR Q !�-1 � ' 3°7°/(2)-1°7° SL -- -- -- 3 5 3 5 111 ®`_' N �i a o 0 o N �` Q- t- 43 (2)-1.75 x 114 LVL FL (2)-I.�S x 14 LVL FL _ I CONTINUOUS BEAD OF v, O O - 7 Q I SEALANT (2)-3050 PORGH (2)-3050 �' 'Q `0 5/4xb DECKING (O� (� N O Q < ( CONTINUOUS MINIMAL p F +�- V I z < (� {.� , EXPANDING FOAM AT WINDOW u) O O O Q C, i UNIT PERIMETER 2'-a" 9'-2" `/ 2 1" v 8'-O" 2'-G" G'-2" 2 9 6'-3" x WINDOW UNIT (OR TABLE R402,4,1.1 •2020 O N 4x4 P.T. POST WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-6) - ,) INSTALLATION (3)-2xl2 HDR (ENGINEERED DESIGN) (3)-2xl2 HDR INSULATION INSTALLATION ti$--- -- -�- -- -- - -- -- --®---- -- -tom -- - I COMPONENT AIR BARRIER CRITERIA CRITERIA A continuous air barrier shall be installed in the f.* =r +•., CONTINUOUS MINIMAL building envelope. WOOD STEPS f` EXPANDING FOAM AT WINDOW General requirements The exterior thermal envelope contains a Air-perm insulation shall not be used as R,t �« �M .,., , ]�w,., a sealingmaerial. �. �,( ..=" , ��, ,• UNIT PERIMETER continuous air barrier. »ag". +. , Breaks or joints in the air barrier shall be sealed I5'-2° 7'-O" 15'-2" 24'-4" ^••• t d t' It I. The air bard erin any dreppedceiling'soffltshalIbe aligned with the insulation and any gaps in the air barrier shall be sealed. The insulation in any dropped ceiling/soffit I; Ceilinglattic j•,, ,�; # shall be aligned with the air barrier. CONTINUOUS BEAD OF Access openings,drop down stairs or knee wall ��t 't •o`. SEALANT doors to unconditioned attics aces shall be sealed. «.;•. I) Cavities wlthincorners and headers offrame f,..-•°�g", '`` The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed the cavity with a material having a thermal A r r*� resistance ofR3 per inch minimum- I $� DIIVERED SL1 1 2 2023 GYPSUM BOARD Walls wThealks allbesthetoppiateandthetopofexterior A-6 FIRST FLOOR PLAN,walls shalt be sealed. Exterior thermal envelope insulatiot for CONTINUOUS BEAD OF framed walls shall be installed in substantial SCALE: 1/4° = I ft ADHESIVE Knee walls shall be sealed. contact and continuous alignment with the air barrier. 'I I CONTINUOUS BEAD OF Windows,skylights and doors The space between windowldoorjambs and m framing,and skylights and framing shall be seated. Rim joists Rim foists shall include the air barrier- Rim joists shall be insulated. Q V Floor framing cavity insulation shall be (a i 2" CLOSED-CELL SPF installed to maintain permanent contact with I, / the underside of subfloor decking. m O Floors including cantilevered floors The air barriershall be installed at any exposed Alternatively,floor framing cavity insulation and floors above garages- edge of insulation. shall be in contact with the top side of 0 V 1 sheathing or continuous insulation installed TEN51ON STRAP [R602.10.6.4] on the underside of floor framing-and 16 go x 3" STRAP TIE (SIMPSON GM5TC16) extending from the bottom to the top of all INSTALL ON FRAMING IN51DE GARAGE LU rimeterfloorframin members. (IN ADDITION TO UPLIFT STRAPPING OUTSIDE GARAGE WALL) Q Q Q Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided USE TOTAL OF (58)-Ibd NAIL5, HALF AT EACH END _ - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be O 3 r 6ONTINUOU5 SILL SEALER - AILLOWABLE TENSION = 4585 lb (AT 60% LOAD DURATION) FULL WIDTH OF SILL overlapping joints taped. permanently attached to the walls. (ENGINEERED DESIGN) (TYP-4) l� Duct shafts,utility penetrations,and flue shafts DOUBLE TOP PLATE O rY1 Z ' Shafts,penetrations opening to exterior or unconditioned space shall be O Q 4L 1 sealed- FOUNDATION _ FOUNDATION WALL Batts to be installed in narrow cavities shall be cut to fit or narrow cavities shall be filled Q }- IL N arrow cavities with insulation that on installation readily CONCRETE SLAB = Q Z conforms to the available caul space. STRUCTURAL DESIGN NOTE � I 1 t11 f Airsea!ing shall be provided between the garage to N �'•,/ - -- Garage separation J-U IV Q V and conditioned spaces. �.! Recessed light fixtures installed in the building Recessed light fixtures installed in the 0JU - - — — — — — — (2)-I.75x11.815 LVL HEADER In accordance with the 2020 RGNYS; structural 4 4 1 Recessed lighting thermal envelope Shall be sealed to the finished building thermal envelope shall be airtight elements such as engineered wood, steel and O v surface. and IC rated. g a C i , _ steel/wood composite columns, beams, headers and ,- in exteriorwalls, batt insulation shall be cut N - p � 0 neatly to fit around wiring and plumbing or O N girders that: Plumbing and wiring insulation that on!nstallati on, readily Z conforms to available space,shall extend , Z trehind piping and wiring -p BLOCK AT SPS 1) resist gravity loads, and Q Z The air barder installed at exterior walls adjacent to PANEL EDGES Y Shower/tut)on exteriorw all showers and tubs shall separate the wall from the Exterior walls adjacent to showers and tubs -1 Q shall be insulated. 2) are not contained In the prescriptive design O O Q OC shover or tub. provisions of the 2020 RGNYS IL t- The air barrier shall be installed behind electrical IL.NZ O NOTE: IT IS THE INTENT TO PROVIDE FOR A Electricalrphone box on exterior wails and communication boxes. Altematively,air-sealed11. 1 0 CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be installed. DOUBLE 2x4 FRAMING N THERMAL ENVELOPE, THIS DETAIL SHOWS HVAC supply and return register Mots that ;• ... :. were designed in accordance w11th TYPICAL EN VE O , AIR-SEALING USING +.:.:; . .o: ,.,;..a. PER ANCHOR BOLTS <.� ; a, ,� �. , ..� ANSI/AWG NDS-2018 with 2018 suppllement. penetrate building thermal envelope shall be sealed :. PER SECTION VARIOUS BUILDING ELEMENTS, AP-ROVED HVAC register boots -.:•. to the subfloor,wail covering orceiling penetrated ADHESIVES AND SEALANTS. FRAMING b the boot Structural elements such Halls and fenestration ?, � G a5 CONFIGURATIONS NOT SHOWN, SUGH A5 Where required to be sealed concealed fire that.• CANTILEVER. AND STAIRWELLS, 5HALL BE sprinklers shall only be sealed in a manner that is SEALED IN A. SIMILAR MANNER TO PROVIDE FOR sp rs y D E 023 recommended by the manufacturer. Caulking or �. A GONTINUOU5 AIR BARRIER ALI6NED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fail ATE SEPTEMB R 2 THERMAL ENVELOPE IN ALL LOCATIONS. • U resist wind loads, And voids bettseen fire sprinklercover plates and walls FASTEN SHEATHING PER CODE or ceilings. [R602.10.6.4] 2) are not contained In the prescriptive design FIRST FLOOR All provisions of the 2020 RGNYS PLAN AIR SEAL I NO DETA I L5 AIR SEAL I I` O NOTES, PORTAL FRAM I NO �F—TA I L were designed in accordance with A50E -1-16 wind SCALE: 5/4" = 1 ft SCALE: 1/4 = 1 ft provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A 5 i z O A F- (�v -------------------- -------------------- I z 2'-b" 6'-10" 4'-4" LL HAZARD 5]GLAZING 3°5° 3°5° N 3020 B 4040 - 7- � 2'- - AWNING PICTURE � m Z 4 O 4"' FREE-STANDING bolo .N — TRANSOM BEDROOM 3 GL BEDROOM 4 M BATH — / -�- b'-O" G Ht b'-O" G Ht O b'-0" G Ht OI O I N N JI N NCC. O 20 cfm GONT. WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] HVAG EQUIPMENT IN ATTIC 0 _U I \x `p 20 cfm GONT. TO ERV _ LENNOX HEALTHY CLIMATE ERV5-175-TPO ENERGY RECOVERY VENTILATOR .p INSTALL ERV UNIT IN CONDITIONED ATTIC. 1 I 6A5 OR PROPANE FURNACE: LENNOX ELI g6UH070XE36B -' _ a - MI ERV [MI505.4] --- - - ------------------ANTI CATION DUCTS SHALL NOT BE CONNECTED TO THE FURNACE / A.G. SYSTEM. J�- CLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201b4g570 Pro I TECHNOLOGIES =, [MI505.4] a O HEATING GAP: 64,000 Btuh;AFUE = q6.1 Q3 MODEL T705 a) N V BA'�{-{ HEALTHY CLIMATE HRV/ERV VENTILATTION PUSH BUTTON CONTROL INDOOR COIL: LENNOX GH35-30B+TDR L---- PROGRAMMABLE � OUTDOOR UNIT: LENNOX MLI4XGI-036-LENN AHRI 5-305+2055'746g0 THERMOSTAT GL x e INSTALL IN AN ACCESSIBLE LOGATION ON A 2nd STORY WALL. 5 ° ° 5 N ° O 3'-O" 3-O' I N COOLING GAP: 34,b00 Btuh;SEER = 15.10 267 261 2t1 STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE INSTALL IAW MANUFACTURER'S SPECIFICATIONS -_ GONNEGTED TO HEALTHY CLIMATE 4ATHERHOOD KIT MODEL g5P07 I'-b" O FRESH AIR TO AN INSIDE DIFFUSER INSTALLED IN UPPER HALLWAY SMOKE d G.O. I� 1 ' O � in STALE AIR DUCT FROM EACH BATHR OM EXHAUST GRILLE. HALL S DETECTOR (TYP) p A.G.RTURNI 0 STALE AIR DUCT FROM KITCHEN HIN ED EXHAUST GRILLE MODEL I8N4b 6'-6" I'-O" 10'-0" RAILING m 207 2to ALL DUCTS SHALL BE 6" dl° (OR EQUIVALENT), INSULATED TO R-4.2 O (2)-2x10 HDR�"'— —� L-IN OWER I O (2)-1.75xq.25 LVL FLUSH _ _ _ _ __ __ = SYSTEM TO BE SET AND BALANCED �O CONTINUOUSLY PROVIDE [MI505.4.4]: 3050 (ENGINEERED DESIGN) HAND AI d BI-FOLD 0 MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM m 4x4 BEARING WALL _ AND MINIMUM 25 cfm EXHAUST FROM(KITCHEN. POST m 2F'10 �I m KITCHEN EXHAUST TO ERV IS NOT RE�UIRED IF A RANGE HOOD 15 INSTALLED AND x RYER WASHER VENTED TO OUTSIDE HAVING A MINIMUM OF 100 cfm. m / � 5' 36 HAND ZAI [ 31 . .b] S 3'-2" 4'-6" DRYER EXHAUST 2(27Q 4" 4" r [MI502] 12" x 12" AIR TRANSFER GRILL IN CEILING N m 0 N O I 5 DOUBLE FRAME _ p G OPENIN I JN i I 0 0 L - I toa x p N 24i° N •L V N BEDROOM 2 GL r W.I.G. MASTER BEDROOM 10'-0" TRAY G Ht 10'-0" TRAY G Ht 4" 4" ����j�j ltl I- 14'-O" 2'-2" 5'-b" 4" 14'-0" LU fn W m zz (2)_1.75x14 LV_L_w/HT530 MTL STRAP AT EACH END (2)-1.75x14 LV_L_w/HT530 MTL STRAP AT EACH EN (ENGINEERED DESIGN) (ENGINEERED DESIGN) J�_ ,�� -1 W 2xb GJ AT 16" o.c. E 2xb GJ AT 16" o.c. i Q ,- �Q j 0 Z (2)-2_IO HDR __ __ (2)-2x10 HDR 1GI 11� 1 I 1 p } lV 3 CLOSED-CELL SPF I ------------------------------------------------------ Q �-! � ®W BETWEEN RAFTERS I Q- > FZ L (� O O 0 O O � o < 2'-q" a'-o" 2,_q„ q�_2,� 2,_q�� I � � Q Ll ---------------------------- I I I F- ---------------- I L-----------------------J ........., +�dA �,.», ,✓fie jY A-6 •' DE1,1VERED SEP 1 2 2023 5EOCNrL ) FLOOR FLAN SCALE: 1/4" = 1 ft m 10 M IL 0 Q2 Q z "d- 0 SOLAR-READY O p CERTIFICATE p 1 1L . 0, This home has J O 0. O STRUCTURAL DESION NOTE w N � y Z incorporated features at la v the time of Initial In accordance with the 2020 RGNYS; structural <—< t� Z (� construction to enable the o elements such as engineered wood, steel and v fl tnstallation of solar steel/wood composite columns, beams, headers and < N electric. girders that: I- iy OL I� The solar-read roof u y I) resist gravity loads, and v Z u zone is shown on this CON UIT �V � O construction plan excerpt 2) are not contained in the prescriptive design G 10 UI and Is free of GO UIT provisions of the 2020 RGNYS g IL t- Q O EU obstructions that would L ej limit placement of solar were designed in accordance with O panels. ANSI/ANC ND5-2018 with 2015 supplement. m Plastic conduit for future 0 0 Structural elements such as walls and fenestration electric wiring has been that: Installed through walls at DATE: SEPTEMBER 2023 SOLAR-READY the locations shown to 1) resist wind loads, and ROOF ZONE facilitate the installation of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR electric service panel and provisions of the 2020 RGNYS PLAN roof-mounted solar panels. were designed In accordance with ASCE '7-16 wind provisions and acceptable engineering practice. DRAWINO NUMBER • ® ® ® ® ® ® ® t® ® t® ® ! � t® t® ® where such elements occur In the plans, they are annotated "ENGINEERED DESION." A CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10) O BHL E3 E3NL A 5T-011 ROOF LINE 51-8 11 f, 5'-4" TABLE R802.5.2 RAFTER/CEILING JOIST HEEL di,e.)g V E3HL 1 JOINT CONNECTIONSa,b,c J (psf) - --- --------- --- GROUND SNOW LOADtu 20' 30 OL 6 r RAFTER I M SLOPE Roof span(feet)SPACING IL 6 (inches) 12 20 28 36T12T20 < ly AGG PS Rd Required number of 16d common < nails', per heel joint spliceb ,s',d e A(SGESS ROOF < Z X 12 4 6 8 10 4 6 8 11 1Y_ _9 3:12 16 5 8 10 13 5 8 11 14 X 24 7 11 15 19 7 11 16 21 ----7-- ------- _J 12 3 5 6• 8 3 5 6 8 4:12 16 4 6 8 10 4 6 8 11 1z 24 5 8 15 5 9 12 16 12 DOWN POST DO 4 < POST DOWN POST DO 12 3 4 5 6 3 4 5 7 5:12 16 3 5 6 8 3 5 7 9 1z 1.-15 x I(b LVL STRUCTURAL RIDGE AGGE55 ROOF X 24 4 7 9 12 4 7 10 13 L RI 6�551E 12 3 4 4 5 3 3 4 5 / � �.__ i� +, i I I I ( i ; 7:12 16 3 4 5 6 3 4 5 6 24 3 5 7 9 3 5 7 9 ROOF BELOW 12 3 3 4 4 3 3 3 4 j 9:12 16 3 4 5 1 5 3 3 4 2xI0 RIDGE 24 3 4 6 7 3 4 6 7 6 12 3 3 3 3 3 3 3 3 L 12 12 16 3 3 4 3 3 3 4 AMC PATHWAY FOR SOLAR ELECTRIC [TI03b] 24 3 4 4 5 3 3 4 6 A- INSTALL 2"0 VERTICAL SCHEDULE 950 PVC, LU CONDUIT THROUGH ALL WALLS TO ATTIC, WITH I TEMPORARY PLUGS OR GAPS AT EACH TERMINUS For ST: I inch=25.4 min, I foot=304.8 min, I pound per A ; [E5802.5.21. -0 square foot=0.0479 kPa. In E3HL 2 a. 40d box nails shall be permitted to be substituted for 16d X X 6 common nails. Lr) AGGESS ROOFb. Nailing requirements shall be permitted to be reduced 25 percent if nails are clinched. Y < c. Heel joint connections are not required where the ridge is supported by a load-bearing wall,header or ridge beam. X d. Where intermediate support of the rafter is provided by 2xIO RR AT 16" o.r,. 2x10 RR AT Irb" o.c. I 2x10 RR AT 16" o.c. 2xI0 RR AT 16" O.C. vertical struts or purlins to a load-bearing wall,the tabulated heel joint connection requirements shall be • ROOF LINE ------- HALL LINE permitted to be reduced proportionally to the reduction in span. e. Equivalent nailing patterns are required for ceiling joist ROOF LIJF:L 6 to ceiling joist lap splices. T Lu SOLAR-READY ZONE [TIO3.31 f. Applies to roof live load of 20 psf or less. SEC,OND STOR"'r E3NL PLAN z < ,t C,) lit PROVIDES 56" HIDE ACCESS PATHWAYS g. Tabulated heel joint connection requirements assume Z < FROM EAVE TO RIDGE WHERE SHOWN Z-1 ILUU SCALE: 5116" 1 ft [R524.6]. THE SOLAR-READY ZONE SHALL that ceiling joists or rafter ties are located at the bottom < allF REMAIN CLEAR OF OBSTRUGTION55UCH AS of the attic space. Where ceiling joists or rafter ties are PORCH ROOF BELOW VENTS, ETG. [TIO3.41 U 7: X located higher in the attic,heel joint connection JU > DL cv (TYPICAL-3) i7 Id requirements shall be increased by the following factors: > < HC/HR Heel Joint Connection Adjustment Factor I < 1/3 1.5 N Q < n 1/4 1.33 115 1.25 1/6 1.2 ROOF PLAN 1/10 or less 1.11 SCALE. 114" = 1 ft where: E3NL E I E31,^L D E3HL 6 E3T-0 24'-4" Hic=Height of ceiling joists or rafter ties measured vertically ... ... BRACED WALL PANEL CALCULATIONS above the top of the rafter support walls. HR=Height of roof ridge measured vertically above the top of 5'-0 1/2" I -71 -71, the rafter support walls, 5'-4 1/2"., 4'-4 Wind Adjustment Factors -Table R602.10.3(2) (p.187) --------------------- wL 3 Upper Story Numbered Lettered Wall Wall Lines Lines Comment r Exposure Category 1.00 1.00 Exposure B; 2-Sty Roof Eave-to-Ridge Height 0.84 0.84 T.4" Wall Height 0.90 0.90 81-10" DEWCRED SEEP 1 2 2023 Number of Braced Wall Lines 1.00 1.00 2 Additional 800 lb Hold Down 1.00 1.00 N/A ci 2 V- Gypsum Board Fastening 1.00 1.00 N/A E3ki4L 4 Wind Factor Total 0.756 0.756 Total Braced Wall Bracing Braced Wall 140 mph Bracing Wind Factor Required Line Spacing Required Length Status End Condition Line Method Total Bracing (ft) Bracing (ft) Provided (ft) Length to IL lu CS-WSP 30.67 7.13 0.756 5.39 23.33 OK 1 2 CS-WSP 30.67 7.13 0.756 5.39 19.00 OK 1 A CS-WSP 37.00 8.40 0.756 6.35 31.00 OK 1 B CS_WSP 37.00 8.40 0.756 6.35 23.00 OK 1 D LL U, IL LU -Table R602.10.3(2) (p.1 87)Wind Adjustment Factors STRUCTURAL DESIGN NOTE LU Lower Story Dwelling Garage Comment In accordance with the 2020 ROWrS; structural 3: <,q, lu cv Exposure Category 1.00 1.00 Exp B; 2-Sty(Dwelling); 1-Sty(Gar) elements such as engineered wood, steel and OL steel/Hood composite columns, beams, headers and Roof Eave-to-Ridge Height 0.93 0.76 7'-8" (dwelling); 6-0" (garage) g) < OL girders that: z Ci Wall Height 0.95 1.00 9'-0" (dwelling); 10'-0" (garage) Number of Braced Wall Lines 1.00 1.00 2 (dwelling &garage separate calc) 1) resist gravity loads, and _V tu Additional 800 lb Hold Down 1.00 1.00 NIA _Ji 2) ore not contained in the prescriptive design 043 EML 5 Gypsum Board Fastening 1.00 1.00 N/A provisions of the, 2020 PCN'Y'5 LL 11- were designed in accordance with J 1_'_- ----1�_ _. _ JTf 2'1" [ T (b " ANSI/AHC NDS-20145 with 2018 supplement. Braced Wall 140 mph Total Bracing Structural elements such as walls and fenestration Braced Wall Bracing Line Spacing Required Wind Factor Required Length Status End Condition that: Line Method Total Bracing (ft) Bracing (ft) Length (ft) Provided (ft) 1) resist Hind loads, and DATE: SEPTEMBER 2025 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK 1 4 CS_WSP 22.33 5.47 0.760 4.16 24.33 OK 1 :2) are not contained In the prescriptive design HALL BRACING 4 5 CS-WSP 31.67 13.67 0.884 12.08 29.33 OK 1 provisions of the :20:20 RCN*f5 ROOF PLAN C CS-PF 24.33 5.87 0.760 4.46 8.00 (at 1.5x) OK N/A were designed in accordance with A50E 1-16 Hind FIRST STOR'r E3NL PLAN D (gar) G13 24.33 11.73 0.760 8.91 9.00 OK N/A provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 5116" = I ft D (dwe ling) GB 37.00 16.80 0.884 14.84 20.33 OK N/A where such elements occur in the plans, they are E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK 1 annotated "ENGINEERED DESIGN." A TYPICAL ROOF R-3q Z 2x4 COLLAR TIE AT 48" O.G. ASPHALT ROOFING SHINGLES OVER 154 FELT OVER _O 1.75 x ib LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL SHEATHING OVER E- (SEE ROOF PLAN FOR POST LOCATIONS) 2xIO RAFTERS AT 16" O.G.R-3q 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) ROOF _ -------------- WITHY2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] ------------- -------------------- I 2' SOLID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] WOOD BLOGKIN6 I I v _ _ _ _ _ _ _ I O - - - - - - - - - - - TI- I GABLE WALL INSULATION: 2x12 GRO55-RIDGE 12 12 W -' - - - L - - - - I CONTINUOUS R-5 1-INGH RIGID FOAM XP5; FALSE 06BLE 5.25 � 5.25 GAV1TY R-15 3" GLO5ED-CELL SPF W FULL-HEIGHT SHEATHING O (1 I BEHIND LEDGER Z - v ---------------------- ---------- --------L------------------------------------------------------- , SEALED ATTIC (INDIRECTLY CONDITIONED) GEILING r- I I 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT I6" O.G. S o%po% SMOKE s G.O. 2" SOLID W" MASTER BATH - - - - - �- - - - -' - - - - - LAUNDRY } I - - -- - - - - - - - FAMILY BATH I Ix8 TRIM BOARD 8� F--7 DETECTOR IN ATTIC WOOD BLOCKING �y - I y I �� I _ I I > > I y� SOFFIT VENT - d if)1 I i NI � I Q E- IWG I I I I I - I IWG I TYPIGAL INTERIOR WALL 4" I (2)-I.75x14 LVL FL HDR BOARD FIPNISH - LAV. I LAV. I I ( WASHER I LAV. I 2x4 STUD5 AT 16" O.G. NOTCH TOP 51DE UNDER ROOF (2)-2x4 TOP PLATE; 2x4 SOLE PLATE MAX. NOTCH DEPTH = 5 Y2" -J I Y2" GYPSUM WALLBOARD ON BOTH 51DE5 -j NOTE: ALL DUCTS SHALL BE ( } / I TUB I I TUB I � LOCATED IN THE ATTIC, INTERIOR (2)-2x10 HDR I I TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES r n I I 2x4 STUDS AT 16" O.G. z AND SECOND FLOOR PLATFORM. V / SHOWER I I I I (2)-2x4 TOP PLATE; 2x4 SOLE PLATE (Y MIN. R-4.2 DUCT INSULATION. 2nd FLOOR -__ _-_--L_-__ -_ I______ _____�_ I__ ____ __________ ___ _______________� (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN ILI < O ------------------ ----- ---- - R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 cm HALL BEDROOM 5 1-1/2" WI 3 W 2 W 2 W I 2" W 2 W 3 W i-I/2 W I VINYL SIDING OVER HCUSEWRAP OVER R-5, I" XP5 INSULATION 2" W I 2" W I I 3" W 2 W G.O. I OVER I/2" STRUCTURAL PANEL SHEATHING GS-WSP WOOD FLOORING OVER N m i �— -----------------------------------------------------� ~ N V (2)-1.75 x 14 LVL FLUSH HDR 5/4" PLYWOOD 5UBFLOOR G.O. 2 3 W ------------------ GEILING R-13 2" CLOSED-CELL SPF II II -POWDER I KITCHEN I 1 11 14" TJI-560 FJ AT 16" O.G. II AT RIM JOIST „ i4" TJI-560 FJ AT I6" O.G. z (1 i I I p 1 1 STAIRS I�1 Q a V >I }I I >I (2)-1.75 x 14 LVL FLUSH HDR z 1 1 1 z (3)-1.75 x 14 LVL w I O I I I O 1/2" GYPSUM w BOARD FINISH z < WG KIT SINK I I l LAV. DW I � II III I I p li 11 LIVINO ROOM z i I i z FAMILY ROOM i WI1 IIw j 15t FLOOR PLATFORM m Ist FLOOR I WOOD FLOORING OVER -------------------------------- ----------- ---------- ---- ---I-- ------------------ ------ ---------------- -------------------------------� 3/4" PLYWOOD SUBFLOOR 1-1/2" W 3" W I 2" W j 2x10 FLOOR JOISTS AT 16" O.G. G.O. 2" W 3" 1-1 3" W 2 W G.O. � GROSS BRIDGING AT MID5PAN I ---------------------------------------------------------------------- ----------------------------------------------------------------------------- I GEILING I R-13 2" CLOSED-CELL SPF I AT RIM J015T II r— 4„ S TAIRS (3)-135 x 11.&75 LVL GDR N I BASEMENT (4)-3/8" LA6 SCREWS FINISHED GRADE FINISHED GRADE (INDIRECTLY CONDITIONED) SILL CONSTRUCTION: SLOPE 6" IN 1O' MIN. AWAY FROM BUILDING 2x6 P.T. NG3B) SILL ON TERMITE SHIELD G.O. `" W I I ON SILL SEAL WITH 1/2" ANCHOR BOLTS � I iv (SEE TYPICAL WALL DETAIL) V -/ I TO APPROVED I HOUSE TRAP SANITARY SYSTEM 10" POURED CONCRETE FOUNDATION STEM WALL i; m OO BASEMENT FLOOR I VERTICAL REINFORCEMENT: #4 REBAR AT 12' O.G. s Lu uj -BASEME ------------------------------------ --------------------------------------- -------------------� 14" TO 4j" CONCRETE COVER FROM INSIDE FACE q FULL HEIGHT R-11 BLANKET WALL INSULATION m Z HORIZONTAL REINFORCEMENT: #4 REBAR AT 15" O.G. p AS MANUFACTURED BY GERTAINTEED CORP. J W 'LUM�31 NO i�I 5fi� I�IOfi� M TOP BAR WITHIN 12" OF TOP OF WALL 1/2" GYPSUM - A5TM E84 MAX. FLAME SPREAD INDEX 25 _ BOARD FINISH MAX. SMOKE DEVELOPED INDEX 5 50 _ SCALE: NT5 UPON 24" x 12" HE CONTINUOUS P.G. FOOTING [R302.7] (� d r O_ MINIMUM 3'-0" BELOW GRADE -�► N }. O 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB u Lu p0•• a Q� moa � > < 30"x 30"A2" DEEP P. GONG. SPREAD FOOTING (� ,(� x Q w/(3) #5 REBAR E.W. ++- v, 6 Q Q R 1170E TENSION 57RAF: < WRAP STRAP OVER RAFTER (5) IO—d COMMON NAILS AT EACH END OF STRAPALGTI,ONt Z fqt RAFTER TO 57U17 . WRAP STRAP OVER RAFTER 4 (4) 8—d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFAGTURER'5 SPECIFICATION DELIVERED SEP 1 2 2023 WHERE RAFTER ALIGNS WITH STUD cn 2x ROOF RAFTERS AT 16" O.G. O USE GALV. HURRICANE TIE BETWEEN O Q EVERY RAFTER AND THE ROOF BEAM Q J t- 2x GEILING JOISTS AT 16" O.G. 0 USE (3)-Ibd NAILS AT RAFTER HEEL JOINT CONNECTION QQ V ROOF BEAM (SEE PLAN FOR SIZE) to IL lu Q Ul lu PRESERVATIVE TREATED 2x EXTERIOR WALL 0 to NALL STUD TO NALL 57UE�) : ASSE A55EMBLE WITH 10-d NAILS 12" O.G. STAGGERED ALONG LENGTH 13 Z t- STRAP OVER OR UNDER SHEATHING 0 3 _ — (4) 8—d COMMON NAILS AT EACH END OF 57RAP MT530G STRAP—TIE SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 O 0 VENTED VINYL SOFFIT Ix8 TRIM BOARD EACH RAFTER O Q � � Z UPLIFT CONNECTIONS: 6518 6ALV. GOIL STRAP USE (2) AT EACH POST, TOP d BOTTOM R-30 BATT INSULATION W W STUD TO FLOOR JOIST 1-1/4 WIDE 20-GUAGE O� Q[ 5/4"xb" DECKING (4)-I0d NAILS AT EACH END SIMPSON COIL STRAP GALVANIZED STEEL STRAP -4 Q Q Q PERPENDICULAR TO JOISTS (2)-8d THREADED NAILS OR (4)-8d NAILS AT EACH END EACH SIDE OF WINDOW AND W � Q- � � Z (2)-No. 8 WOOD SCREWS AT 4x4 WOOD COLUMN 2x SOLID BLOCK AIR-SEAL BETWEEN FJ DOOR OPENINGS. INSTALL Lu v Q EACH 5UPPORTIN6 MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARD STRAP FROM TOP OF TOP OL 13 �- v Z � PLATES TO JACK 'STUD. � (L O [R507.7] REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW �- X FLOOR BEAM (SEE PLAN FOR SIZE) CANTILEVERED FLOOR JOIST HEADER = LENGTH ABOVE <on FLOOR JOISTS UG3B PRESERVATIVE TREATED BOTTOM OF HEADER(SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS O 'nZj ry STUD TO 51 LL PLATE UC3B PRESERVATIVE TREATED I6" O.G. ALONG EACH EDGE [R507.5] v z lu WRAP STRAP UNDER SILL PLATE PER CODE '(6" OSB 8 VINYL SOFFIT GRADE (6) 5—d COMMON NAILS AT EACH END OF STRAP a 4x4 WOOD P05T O O O SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 FLOOR JOIST TO WALL: a 0 UG3B PRESERVATIVE TREATED SIMPSON H2;(5)-8d NAILS TO FJ 8 (5)-8d NAILS TO STUD 4 2x EXTERIOR WALL . to HOT-DIPPED GALV. ALTERNATE WHERE FJ/STUD MISALIGNS: a POST BASE ANCHOR FLOOR JOIST TO PLATES: �a a '• SIMPSON H2.5;(5)-8d NAILS TO FJ, (5)-Sd NAILS TO PLATES a PLATES TO STUD: a 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 SIMPSON H2.5;(5)-8d TO PLATES, (5)-Bd TO STUD VERTICAL REBAR ON DATE: SEPTEMBER 2025 24' x 24" x 12' DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS H I O H-N IN7 UPLIFT STi AFF I NO T`I'l'I GAL PORCH DETAIL. DETAIL AT FLOOR CANTILEVER TEN51 ON STRAP I NO AT NALL OFEN I NO S DRAWING NUMBER SCALE: NT5 SCALE: NT5 SCALE: NT5 SCALE: NT5 NOTE: ALL METAL STRAPPINO SHALL BE I I/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). A == & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE—PUNCHED HOLES. 1 NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE RIOI.I UNIFORM CODE, All work shall conform to the New York State Uniform Fire Prevention and Buttdtng Code - 19 NYCRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications incorporated by reference therein. O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI052 BUILDING PERMIT: A building permit shall be issued by the F- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit v GROUND SEISMIC WINTER ICE BARRIER AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site FLOOD until project completion. SNOW Seed To o ra hit Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hazorcls.ateounril.org FOR THE PROJECT LOCATION: p p P Topographic p HAZARDS p 9 N Weathering Termite TEMP REQUIRED INDEX TEMP RI06.3 DE516N PROFESSIONAL: A Certificate of Authorization Is LOAD (mph) effects region debris zone CATEGORY depth N 451ON 1 W '1 REOUI TH15 NEW RESIDENTIAL STRUCTURE UTILIZES filed with The State Education Deportment entitling D'Amoro V WIND DESIGN IS NOT REQUIRED IN ACCORDANCE WITH FIGURE p g 25 psf 127 None No No B Severe 36" M to H 15 -F Yes I None 599°F-DAYS 51.0° F R301.2(5)B PRE-ENGINEERED WOOD GON5TRUGTION Engineering and Surveying,P.G. ("Designer•) to provide FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE not been retained to provide construction engineering, R301.2(3)] THE OWNER 5HALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore Is not responsible IL Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXP05URE CATEGORY: EXPOSURE B AFFIX THE ABOVE SIGN IN ACCORDANCE for work performance of the builder. The builder shall Q Elevation Latitude heatingcooling temperature cooling difference Immediately notify Designer, In writing, If there Is any lu g factor p g COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT WITH TITLE IG NYGRR PART 1265 discrepant found between field conditions and Ian r 39 ft 41° North 150 99% outdoor DB 85" 1% outdoor DB 0.999 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)1 dimensions,especially with regard to existing construction. Z N Winter Summer MAIN ROOF UPLIFT CONNECTION FORGE = 225 plf (50'-0" roof �' � R30L2.1 WIND DESIGN: In accordance with Figure R3012(*5)B,wind m Cooling temperature Wind velocity Wind velocity Coincident W Su me - 9� ry Daily range span, 140 mph, pltah less than 5:12) [TABLE R802.11] design Is not required. This building Is designed In difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 165 plf W accordance with the wind provisions of the 2020 RGNYS. ~ N 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) 7- - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 105 plf � R301.2.1.2 PROTECTION OF OPENINGS: This building is not located Q UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. is AND BOTTOM OF ALL BRACED WALL PANELS [R602.5 5]. R3012.4 FLOODPLAIN: This building Is not located In a flood # hazard area. } _ LH R3015 LIVE LOADS: Minimum uniformly distributed live loads: Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf,Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R30110 ROOF LOAD: Roof Design Load Is based on the greater of the 6rovnd Snow Load (20 psf,applied per A5GE-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF NUMBER ND b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa'b' SPACING AND LOCATION NOMINAL MATERIAL a,n design corresponds to the 30 psf ground snow load column to THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) (inches) (inches) support R301.& NOMINAL SIZES: Dressed lumber dimensions specified on (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2�"x 0.113");or 4-8d box(2 y"x 0.113"); or P 9 1 „ „ . 1 " ++ . Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framin (LVL,PSL, ►joists,glu-lams,etc) are actual dimensions. 3-8d common(2/ x 0.131 ),or 3-8d common(2/ x 0.131 ),or P g g P g g 1 Blocking between ceiling joists or rafters to top plate Toe nail 21 Joist to s111,top plate or girder Toe nail 3-1Od box(3" x 0.128");or 3-10d box(3 x 0.128 ), or Staple 15 ga. 1 / 4 8 R302.1 FIRE-RESISTANT EXTERIOR WALL5: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails I 1 projections shall be located at least 5 feet from lot Imes and Up to 0.097-0.099 Nail 2/4 3 6 are not fire-resistance rated. 4-8d box(2 y"x 0.113"); or 8d box(2%"x 0.113") 4" o.c.toe nail Staple 16 ga. 1 / 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2%"x 0.131")• or Rim joist,band joist or blocking to sill or top plate 8d common(2%"x 0.131")• or 0.113 Nail 2 3 6 WALLS AND CEILINGS: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate Per�olst,toe nail 22 roof applications also 19 s Staple 15 and 16 a 2 having a F51 = 15 (recCd max. 200) and a 501 = O (req•'d max. 3-10d box(3" x 0.128");or ( PP ) 1 Od box(3 x 0.128 ),or 6 o.c. toe nail /2 and/ P g 4 8 450);and complies with Code. 3-3"x 0.131" nails 3" x 0.131"nails 0.097-0.099 Nail 21/ 4 8 �� �� 1 �� �� Staple 14 a 2 R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-10d box(3 x 0.128 ),or 3-8d box(2/ x 0.113 ),or P g 4 8 INSULATION. Exposed insulation that is not Installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3%"x 0.162"); or Face nail 2-8d common(2%"x 0.131"); or 2s 3 Staple 15 ga. 1 / 3 6 concealed spaces having substantial contact with cavity R802.5.1 9 4-3"x 0.131" 23 1 x 6 subfloor or less to each joist 3-lOd box 3"x 0.128" or Face nail /2 and/ 1 surfaces shall have a F51 s 25 and o 5DI s 450. See plans ( )] ) ( )� 0.097 -0.099 Nail/ 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 4" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) P g 4 8 R302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%" x 0.135"); or Staple 14 ga.2 74 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 2-16d common(3 „ x 0.162) an subfloor to joist or girder 1 Blind d face nail 1 0.113 Nail%4 3 6 where otherwise specified by the 2020 ROWS. 4-IOd box(3"x 0.128");or 3-16d box(3%"x 0.135"); or Staple 15 ga. 2 74 4 8 R302.12 DRAFT5TOPPIN6: Not needed for this project. Collar tie to rafter,face nail or 1 %4"x 20 ga.ridge strap " „ , 25 2 planks(plank&beam-floor&roof) 2-16d common 3 1 " At each bearing,face nail 5 � 3-1 Od common(3 x 0.148 ), or Face nail each rafter ( / x 0.162) 0.097-0.099 Nail% 4 8 R3o2.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") I project under Exception 4. 3-16d common(3/ x 0.162 ), or SPACING O FASTENERS 4-lOd box 3"x 0.128" or NOMINAL MATERIAL a h R302.14 COMBUSTIBLE INSULATION GLEAtZANGE: Recessed ( 1 " ")� 26 Band or rim joist to joist ( )' DESCRIPTION ° OF FASTENER AND LENGTH a luminaires shall be 10-rated I/A/W NI102.45 with separation 3-16d box 3 2 x 0.135 or ++ ,+ Edges Body of anel P „ 2 toe nails on one side and 1 toe 4-3 x 0.131 nails;or End nail THICKNESS inches g Y P 6 Rafter or roof truss to plate 3-1 Od common(3 x 0.148 ), or nail ono opposite side of each rafter :+ " (inches) ( ) (inches) (inches) from Insulation per listing. 4-1Od box 3"x 0.128" • or PP 4-3 x 14 ga. staples, /6 crown n ( )' or truss' R306.4 HAZARDOUS 6LAZIN6 LOCATIONS: Tempered glass or D_ 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment;plywood-hardboard-particleboardf-fiber-cementh other approved safety glazing material shall be installed In O 20d common(4"x 0.192"); or and adjacent to door panels;within 60 Inches of wet surfaces; L to w V at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. tt� M z O 4-16d box(3 12" x 0.135"); or L V ua Z 3-I0d common(3"x 0.148");or IOd box(3"x 0.128");or 24" o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R3Oa.l GARAGE FLOOR SURFACE: tiara a floor shall be 5-Inch Toe nail 3 6 g }- Z Z � � 4-1Od box(3"x 0.128"); or 3" x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle tp - - -1= O -i to 27 Built-up girders and beams,2-inch lumber layers en doorway. dJ z w 4-3"x 0.131"nails And: Staple 18 ga.,s long,I/crown � y Z � t�� 7 O Z Roof rafters to ridge,valley or hip rafters;or roof rafter Q O !L 7 to minimum 2"ridge beam 2-20d common(4"x 0.192") or (finished flooring other than tile) 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the IU g 3-16d box(3 IZ"x 0.135"); or ' Face nail at ends and at each splice builder's responsibility to verify that window units supplied by 4 p- '- O W 2-16d common(3%"x 0.162");or 3-10d box(3"x 0.128");or p 1 4 long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for 1L tL/ lu 3-10d box(3"x 0.128");or End nail (g ) g ( ) 8 8 emergency escape and rescue openings where required. (�/ <-3 3-3"x 0.131"nails (galvanized or stainless steel roofing nails for the finish g y pq +�- -a 3-3"x 0.131"nails 4-16d box 3%"x 0.135" or 1 41ong,No. 8 x.375 head diameter,ribbed wafer-head screws R311.1 STAIRWAYS: Interior stairways shall be re-assembled O O V X ( ): 8 8 wood units. The maximum riser height shall be 5-1/4 inches and ry O < Q Wall 3-16d common(3%"x 0.162")• or (for tile finish) the minimum tread depth shall be cl inches,plus nosing where Z 1 „ „ „ 28 Ledger strip supporting joists or rafters „ At each joist or rafter,face nail required. Provide handrails per Code. Q 16d common(3/ x 0.162 ) 24 o.c. face nail 4-lOd box(3 x 0.128 ),or Plywood 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128") 4-3"x 0.131"nails 14 ring or screw shank nail-minimum R312.1 6UARD5: Walking surfaces more than 30 Inches above „ „ ' or 16"o.c.face nail „ „ 1 „ 3 6 grade,and steps leading thereto,shall have guards that X 3 x 0.131 nails 2-10d box 3 x 0.128 or 2-8d common i s 12/ga. (0.099 )shank diameter c p g g 'y\ 29 Bridging or blocking to Joist 1 „ ( „ , )'„ Each end,toe nail /4 and/6 conform to Code. 16d box(3%"x 0.135")• or (2/ x 0.131 ), or 2-3 x 0.131 nails Staple 18 ga. 4,�6 crown width 2 5 9 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail R3122 WINDOW FALL PROTECTION: Windows with sills less than corners(at braced wall panels) 3 x 0.131 nails SPACING OF FASTENERS u s Is t 1 1/ring or screw shank nail-minimum a 24" above finished floor and greater than 12" above grade /2,/, /2 and/ 6 8 shall be protected per Code. 16d common(3%" x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Intermediate 12%ga. (0.099") shank diameter 10 Built-up header(2" to 2"header with%" spacer) „ „ ( ) inches 19 s Zs 3/4 I tg " 3 6 14smoke alarms, rbon AND alarm,and heatdetection " , •� 16d common(3%"x 0.162") 16"o.c. each edge face nail ITEM OF BUILDING ELEMENTS TYPE OF FASTENER" Edges h supports`'' 1/2 ring or screw shank nail-minimum ra"°'°°•~ inches 16d box(3 x 0.135 ) 12 o.c. each edge face nail (inches) /2, /, /2 and 12/ga. (0.099 )shank diameter alarms shall be Installed at all locations shown on the plans. •" f.. �;w ,', �;...;,.. 5-8d box(2/ x 0.113 ); or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 / 6 8 R3I5 CARBON MONOXIDE ALARMS: Install at all locations 11 Continuous header to stud 4-8d common 2%"x 0.131" or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] r specified on the plans. ( ), Hardboard P p 4-10d box 3 x 0.128 ( ��. ��) 6 12f 1 g ring-grooved as pressure preservative- treated (P.TJ shall be In p ;' ,, J't !"-N . Y` ", r ( ") 30 "-2" 6d common 2 �x 0.113 nail 1/ion rm rooved underlayment nail 6 6 R311 WOOD DECAY PROTEGTION: Lumber specified In the plans 16d common(3%"x 0.162") 16"o.c. face nail (subfloor,wall) 0.200 4d cement coated sinker nail 6 6 p p F •+� Y.• ` accordance with AWPA UI for the intended use ands location. ;'�i'•'•.` +` ' 12 Top plate to top plate 10d box(3"x 0.128")• or 31 I%2" - 1" 8d common nail 2 y"x 0.131" 6 12' Staple 18 a., long(plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel,stainless ' 12 o.c. face nail „( ,+ ) P g g(P ) PP r ... 3"x 0.131"nails 10d common(3 x 0.148 )nail;or 6 12 Particleboard steel,silicon bronze, copper or I/2" diameter or greater .� '^ t ++ _ t ++ steel bolts. t" �" 32 1/s 1/4 t ++ +, 8d(2/ x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 R401.4.1 6EOTECHNIGAL: Footings and foundations shall rest on Other wall sheathings Staple 18 ga.,4 long,%6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 DE ]VERED SEP ] 2 2013 8-16d common(3%" x 0.162"); or Face nail on each side of end joint 1 „ psf. Visuolly graded soils that have this load-bearing value 12-16d box 3%2'x 0.135" • or 1/ galvanized roofing nail, 16 head 6d ring-grooved underlayment nail 6 10 13 Double top plate splice ( )� (minimum 24 lap splice length 33 %" structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 a., 14" long 3 6 g 1 3 c auey ravde 6W el;OP-grovel 4 5P•�a a and y gravel; av rely sa d;Sm 4 5G satltd 12-10d box(3"x 0.128");or : P g g Staple 16 ga., 1 /long,/crown 3 6 d y 9 gravely y each side of end joint) 12-3" x 0.131"nails 3 ++ � ++ an clayey sand. Unsuitable subsoil material encountered 1 / galvanized roofing nail, /6 head 1 6d ring-grooved underlayment nail 6 10 duringexcavation shall be excavated and replaced In-situ m 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a., 1 %4"long 3 6 �' s P g s g,3 with 5/4' crushed stone to a minimum depth of 5 inches or AOBE. P g g Staple 16 a. 1 /ion /crown 3 6 P O 16d common(3 y"x 0.162") 16"o.c. face nail a 1%"galvanized roofing nail; staple galvanized, R4022 CONCRETE. Basement walls,foundation walls,exterior Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing I " t „ 7 7 walls and other vertical concrete work exposed to the --i 1/ long; 1/ screws,Type W or S For SI: 1 inch=25.4 min. 'R' .p O 14 blocking(not at braced wall panels) 16d box(3�%"x 0.135");or 12" o.c. face nail 3 „ weather shall be air entrained stone concrete with a minimum m compressive strength of f a=3,000 psi at 25 dogs. Porches,3 x 0.131 nails 5 „ a 1 / galvanized roofing nail; staple galvanized, p g p y . O 36 / gypsum sheathing s " s ++ 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage 1 / long; 1 / screws,Type W or S g P P m Bottom plate to joist,rim joist,band joist or 3-16d box(3 z"x 0.135");or 3 each 16"o.c. face nail floor slabs shall be air entrained stone concrete with a 15 2-16d common(2%"x O.I62"); or 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minlmvm compresslve strength of f'c,=3,500 psi at 26 days. m!L blocking(at braced wall panel) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. lu 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail; or R403.1.4.1 FR05T PROTECTION: Exterior footings and foundations O O Qto Q 37 4" and less 1 „ 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, i.e.,to a iminlmum `9 8d common(2/ x 0.131 )nail d. Fasteners shall be laced in a rid pattern throughout the body of the panel. d O -_1 r 4-8d box(2�"x 0.113");or e th of 3-O below finished grade. � 3-16d box 3 z"x 0.135" or 2 „ _ 8d common(2%" x 0.131")nail;or e. For 5-ply panels, intermediate n ails shall be spaced not more than 12 inches on center each way. p g IT O� 1 ( )� 38 / 1 8d deformed 21 "x 6 12 R404.1.1 BAGKFILL: Backfill shall not be placed against 9) 0.� Z Cr 4-8d common(2%" x 0.131");or Toe nail ( / 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of '1 days. Brace top O O (j O 4-10d box(3"x 0.128")• or 10d common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during bockfill placement. J u- lu 39 1 g" - 1 1/" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using +� O 0 Q y O 16 Top or bottom plate to stud 4-3"x 0.131"nails 8d deformed(2/ x 0.120 )nail R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer n < 0 p 3-16d box(3%"x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVU shall have a minimum Fb=3,100 psi and modulus 2-16d common(3%"x 0.162");or End nail P E=2.o x l0 6. U W For SI: 1 inch=25.4 min 1 foot=304.$min, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. '1t IL Z 3-10d box(3"x 0.128"); or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall lu p Z 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and TABLE R602.3(3) RE REQUIREMENTS FOR WOOD STRUCTURAL PANEL be Douglas fir-larch No.g or better. Studs shall be a minimum O r� sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of Q No. 3,standard or stud grade lumber. p/ V -1 3-1Od box(3" x 0.128");or 0.192 inch 20d common nail 90 ksi for shank diameter lar er than 0.142 inch but not lar er than 0.177 inch and 100 a,b,c Ul < OL ( ), g g WALL SHEATHING USED TO RESIST WIND PRESSURES R702.3 6YPeUM BOARD: All interior walls to be covered with)4 17 Top plates,laps at corners and intersections 2-16d common(3%"x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spockled and painted;unless otherwise Z 3-3"x 0.131"nails ULTIMATE DESIGN noted on plans. O b. Staples are 16 gage wire and have a minimum 16-inch on diameter crown width. MINIMUM V Z (� t " " c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or eater. MINIMUM NAIL MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V R-103.3 5IDIN6: Exterior wall covering shall be vinyl siding tested S 3-8d box(2/ x 0.113 ); or P PP P �• NOMINAL "u 9 y 9 Y � � STRUCTURAL WALL STUD SPACING the manufacturer for use in high-wind re Ions and Installed -1 O 2-8d common(2%"x 0.131")• or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) � 9 18 1"brace to each stud and plate ++ „ . Face nail e. S acin of fasteners not included in this table shall be based on Table R602.3 2 . PANEL SPAN SPACING with fasteners In strict accordance with the manufacturer's O O Q W 2-1Od box(3 x 0.128 ),or Spacing ( ) Penetration THICKNESS Edges Field Wind exposure category Instructions for high-wind regions. Use stainless steel nails for f For wood structural panel roof sheathingattached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g P ;; '� fastenin vinyl I siding on buildin s located within 3,000 feet of u- O O 2 staples 1 4" g g PP (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean line. g g inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less to box(2%"x 0.113"); or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common 1.5 24/0 4 16 6 12 140 115 110 R802.1 WOOD ROOF FRAMIN6: Load bearing dimension lumber 2-8d common(2 y"x 0.131"); or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling joists shall be 19 V x 6 3"x 0.128" sheathing to each bearing 2-1 Od box F nail ( ),or ace g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common ]6 6 12 170 140 135 Douglas ftr-larch No. 2 or better. 1.75 24/16 %6 2 staples, 1"crown, 16 ga., 1 33/a" long sheathing shall conform to ASTM C 208. (2.5"x 0.131") 24 6 12 140 115 110 R8o6 ROOF VENTILATION: Soffit vents shall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of)(50 of the area of the DATE: SEPTEMBER 2025 3-8d box(2/"x 0.113");or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing Panel edges applies to panel edges vented space ace within the soffit. Attic Is unvented. 3-8d common(2%"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. R1105.2 ASPHALT SHINOLE5: Asphalt strip shin le wrappers shall PP Y g q g• g g P g P rP p p gg pp 3-10d box(3"x 0.128"); or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to indicate compliance with A579 D-115�5 Glass 6 3 staples, V crown, 16 ga., 1 4" long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or A5TM D-3161 Glass F,and shall be fastened in NOTES PP Y g g accordance with the manufacturers Instructions to achieve 20 1"x 8" and wider sheathingto each bearing " ++ i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use g Wider than l x 8 Face nail J P g J P 9 p p g one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3p00 feet of 4-8d box(2%"x 0.113"); or Lateral bracing requirements shall be in accordance with Section R602.10. saltwater. the opposite side of the rafter shall not be required. g re q DRAWING NUMBER 3-8d common(2%"x 0.131");or j, RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY: All combustion air for factory-built 3-1Od box(3"x 0.128"); or span rating. Plywood siding rated 16 o.c.or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, 1"crown, 16 ga., 1 3/" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. A ==7 a i THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS c ) Plate nail-16d 0.135"x 3Yz" at Load bearing or braced/shear wall � { above(must stack over wall below) Load bearing or braced/shear wall above + " Plate nail, 16d(0.135 x 3 Y2") 12"on-center 9 Plate nail, 16d(0.135"x 3/) When sheathing thickness exceeds/s", 2x stud wall at Floor panel nail- Blocking panel: 1Ys"TX)Rim Board, 1 (must stack over wall below when present) - at16"oncenter at 16" g _ p v" ALLOWABLE HOLES TJI Joists trim sheathingtongue at rim board 1 � TimberStrands LSL or TJI®joist. No load bearing 7- Blocking panel: Web stiffener g 16"on-center 8d(0.131 x 2/")at 6"on-center ) wall above Min.distance from Table A Min.distance from Table B 1Y2'hole may be cut Q 1+/a"TJ®Rim Board, 11/a" required on both Plate nail-16d(0.135"x 3'/") Web stiffeners required on g panel:anal: anywhere in web out- required LSL or sides at on b ONLY at 16"on-center* q 2x4 minimum Web stiffeners DO NOT side of hatched zone Sheathing q q 1Ys"TJe Rim Board, both sides at A3.4W ONLY squash blocks required each side , cur or notch flange. TJI®joist Floor panel nail- g 1/a"TimberStrand® LSL 8d(0.131"x 2Y2")at 6"on-center* boundary nails, t at 63W ONLY ®. or TJI joist 8d(0.131"x 2Yz")at 1/a' TimberStrand® O N Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Ys Web stiffeners 6" O 6" t B1 B1W required on both V nal'I each side at A3._W sides of both joist 6" L, 2 x D, D, Closer rou ed round L 2 x L �D2 Toe nail-10d(0.131" 1 Y 9P z 6" 6" Toe nail, Toe nail, + o When sheathing holes are permitted if OC 1/a"TJ Rim Board(A3/A3W 9 x 3" at 6"on-center ends at 64W ONLY No rem cut minimum P minimum No flamcur Donor cut ; I Od(0.131"x 0 3") 1 Od(0.131 x 3") TJI®rim joist only)or thickness exceeds/", 12„ ) Web stiffeners required DO NOT notes In (applies to all holes the group perimeter not®s to holes larger Q Y) min. End of joists at hatched meets requirements for hatched + - L•• at 6"on-center at 6"on center 1Y4"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W cur holes in cantilever except knockouts) q than 1/a in I , For rim board thicker than 1/ centerline round or square holes. zonal cantilever TJI®rim joist at rim board and B2W ONLY reinforcement. zones 0 Web stiffene0r -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Table A End Support W Toe nail-10d(0.131"x 3") required on both Must have 13/4"minimum at 6"on-center" Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp Q N * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be recuired with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Z N Al Al W A2 A2W rim joist per detall. A3 e nail from side of parallel closure into rim board. walls above or below-see detail B1 B3 B3W below-see detail B1 JOISTROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 00 8 TJI m *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 tA3.2 tA3.3 *For additional installation specifications see Rim Board A3.4 A3.4 1k DEPTH 2" 3" 4" 5" 8%' 7" aria^ 11" 13' Z" 3" '- 5•' 8%" 7" 8%" 11" 13^Details and Installation in Weyerhaeuser Installation Guide O O Y„ ® Nail®hrough 2xcantilever,wood backer and Ito 1'-0" 1'-s^ 2'-0" 3'-0" 5'-0" 1'-0" 1'-s" 2'-s" 3'-s" a'-s°Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. O 1 a TJ Rim Board or 1Y4"TimberStrandk' LSL. Blocking TJI joist web with 2 rows 10d(0.148"x 3") 9y„ 210 1'-0" 1'-6" 2'-6" T-0' 5'-6" 1'-0" 2'-0" 2'-6• 4'-0" F-0" I r for Floor and Roof Framing,TJ 9001. Nail with 10d 0.131"x 3" nails,one each at nails at 6 on-center,clinched. N ( ) panel 230 1'-6" 2'-0^ 2'-6" 3'-6" 5'-6" 1'-0^ 2'-0" T-0" 4'-6^ 5'-0" )a top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Yz")nails with 3Y2'TJI® 360 1'-6" 2'-0" T-0" 4'-0' V-0" 1'-6' 2'-6" T-6" 5'-0" 5'-6" with connections equivalent to floor panel joist flange widths. 5 00 1'-6" 2'-6" 3'-6" 5•-0" T-0" 2'•0" T-0" 4'-0" 5'-6" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11%a"- 1 schedule. 110 r-0" r-o" r-6' T-0" '-s" 3'.0" 5'•6' r-o' r-6" 2'-0' 2'-6" 4'-6" 5'-0' s'- " 1Ya".Na Rim Board 1/4"TimberStrand® 210 T•o" 1'-6" 2'-0" 2'-0' T-0" T-6" 6'-0' 1'-0" 1'-6' 2'-6" T-0• 6-0" 5'-6" 6'-6" _ 1 1 , reinforcement and filler 16"deep blocking panels;6"diameter Attach reinforcement to joist 11%^ 230 1'-0" t'-s^ 2'-0" 2•-6• 3'-0° 3'-s^ s'-s^ t'-o" 2'-0" z'-s~ 3'-s^ 5'-s" 5'-s" 7'-0^ I JJ--1 4'-0"length of 8"diameter maximum hole for 117/"- block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d d bolt"x 3')nails, } 3/4"reinforcement on 16"deep blocking panels;6"diameter with 9Yz"and 117/8"TJI® or shorter than 12"long. one each at top and bottom flange, with one 8d(0,131"x 2%") 360 1'•6" r-0" T-0" 3%6" 4'-6" 5'-0" T-0" r-6' 2'-6" T-6' 4'-6- 6'-6" 6'-6" T-6- 8"diameter maximum hole for 11 one side at E2,both joists. Do not cut flanges. Attach reinforcement to joist nail at each comer F1 applies to sso 1'-s" 2-s" 3'-0" a'-o" 5'-6^ s'-o" e'-o" 2'6" 3'-s" a's" 5'-s" 7'-°" 7'-0" a'-o^ 1-_J maximum for blocking panels 9Y2' j 1 110 r-0' r-o" r-0" r-0" r-6' 2'-0' T-0' 5'-6" r-o• r-0" r-6" 2'-0' 3'-6" 4'-0' 6'-0- 8'-0" Web stiffeners /"-16"deep blocking panels;6" with one 8d 0.131"x 2/2") sides at E3 deep or shorter than 12"long. ( Horizontal blocking uniformly 210 r-o^ r-o" r-o" r-s^ z'-o" 2'•s" 3'-s^ s•-o^ r-0• r -o" a'-s^ s'-s" e'-s" Load from above required on both diameter maximum for blocking 1%"TJ®Rim Board 1Y4" nail at each corner 1 Do not cut flanges. panels between each loaded joists 14^ 230 r-o• r-o" r-o° r-6" r-s• r-s^ a'-o' 7'-0° r-0• 1'-0• z' -o^ 5'-0^ T-o^ s'-0" ,^ sides at E1 W ONLY panels 9/2"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 r-o• 1'-0" r-6^ r-s^ 3'-6• a'-o° 5'•s^ a'-0" r-o" r-6' 2'-6" a'-0' 6'-0" 6'-6- 8'-0' 9'-6" v J 12"long. 10d(0.131"x 3")nails,one 12"length of Y4' connections equivalent to Wood D ��` 560 1'-0' t'-o• 2'-0" 3'-0" 4'-6• 5'-0" 6'•6' 9'-0' 1•-6" 3'-0» 4'-0" 5'-0" T-0" T-6" 9'-0" 1V-0" Y161, Do not cut flanges. IV'TJ®Rim Board or 1Y4" each at top and bottom flange. reinforcement on floor panel schedule. backer aP��e�e� O��`1� 210 r-o" 1'-0^ r-0^ r-o° r-o" r-s° 2'-s° 3-s" s'-o" r o" r-o• r o° 2'-0" 3'0" 3'-s° s'-s" a'•o' 1 r-o" O TimberStrand® LSL.Nail with one side at E5, 3 „ es t\<`� d5 16„ 230 r-o" r-0" 1'-0" r-0" r-6" r-6" 3'-0" a'-o" T-o^ 1'-0" r-o" r-o" 2'-0" 3'-6" 4'-0" T-0" 9'-0. 11 o• 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 12' length of/4 1�Zu+Jet aa��oa 360 r-o^ r-o" _0 12" a'-s° s-6^ each at to and bottom flange. Full de th vertical reinforcement on one side ���� .\Ili sso r-o^ r-o" r-o^ -s" 3'-0° 5'-a' T-6^ 10-0^ r-o" 2'-0• 3'-0" a'-6" s'6" r-o^ 10'-0^ 1 r-o^ 12'-0^ P g joist web with 3 rows P o `�` blocking between at ET both sides at E8 F1 a\e�g� la a^ s" s" r' s~ 10" 12" 15^ n^ a^ 5^ 6^ �^ s^ tN-6130 ^ 17~10d(O.148' x 3")nails at 6" 9 Attach reinforcement on-center,clinched.Use 2 each joist 78„ 360 1-o" r-o" r-o" r-o° r-o" 4'.0" s-s" to'-o" 1'0° r s" T-°" 4'-6" 6'-0" 10 '-s° 2x4 minimum 0 E7 E8 Less than 5" to joist flange with 2' (0 rows with 9j' and 11/ Less than 5" 560 r-o• r-o" r-o^ r-o" r-o° 4'-6" T-0^ 11-0" 2'-0" 3•-6" s '-s" squash blocks p" 8d(0.131"x 2Y2"�)nails at 6" a!`� TJI®joists. 360 r-o" 1"-0 r•o' r-o" '-o" 1s-6'® , �t I Gap*: WEB STIFFENER ATTACHMENT 20 560 1'-0" r-o" r-0" r-o" r-o' - - - -s -s5-0T-oto' -s" ts'-o" 1Ya"TJ Rim Board or on-center.When reinforcing E5 E6 1_ CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand® LSL. Face grain �ak`� both sides,stagger nails. g Y"minimum transfer load around TJI® joist horizontal E4 1 " 23/4"maximum Table B - Intermediate or Cantilever Support / E1 E11N Nail with each h at t "x and E2 E3 Not for use with 3/2 TJI joist flange widths 1 I" Minimum distance from edge of hole to inside face opearest intermediate or cantilever su port nails,one each at top and (1/2'for TJI® Nailing: bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJI®joist blocking with end Web stiffener both sides. DEPTH 2" T' 4• 5" 6'," 7" e%" 11" 13" 2" 3•' 4" s~ 6'/i' 7" a%" 11~ 13" adhesive to all blocks installed at Y3 joist-span See sizes below. *With point load from above,and no support 110 2'-0" 2'-6" T-6" 4'-6" T-6' 1'-6" 2'-6" T-6' 6'-6" 6'-6" Flush bearing plate required. Structural exterior sheathinglocations using P pport Hanger height must ® + �� contact surfaces g below,Install web stiffener tight to top flange 9yZ« 210 2'-0^ 2'-6" 3'-6" 5'-0" 8'-0^ 2'-0" 3'•0" 4'-0" 6'-6" 7'-6- Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum/4 overhang two 8d(0,113"x 2%") g 0 T-6' 4'-6" 6'-6" T-6" be a minimum of 60% Flashing Tight fit (gap at bottom flange) 360 T-6" 3'-0" 4'-6" 5'-6" a'-0" 2'_ of joist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 3so 3'-0" a'-o'• 5'-s" s'-s" s'-o" 3'-0" a'-s" s'-6" T-6' s'-o" nails when possible. flange with face mount hangers). a� , Web Nailing Requirements 560 3'-6" F-0" 6'-0' T-6- 10'-0- 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" Clinch nails when possible. Treatedledger �1°,aiap ak' 2/2 styp cal TJI®Joist Series (in.) Stiffener t Size Type Number Nails 110 1'-0" 1'-0" 1'-s" 2'-6' 4'-0" 4'-6» 8'-6„ 1'-0" T-6" 2•-s" 4'-0" T-o" T-o" 9'-6" g I End Intermediate 210 1'-0" 1'-0" 2'-0' T-0• 4'-6" 5'-0' 9'-0• 1'-0" 74' T-0" 4'-6" B'-0' 8'-0" 10'-0' See fastener 1 + 110 All 5�"x 2V16'."' t1'/s" 230 r-0" 2'-0^ 2'-6" T-6' V-o" 5'-6• 10'-0' r-0" 2'-6" T-6„ 5'.0" 8'-6" 9'-0' W-6" 1/s"TJ®Rim Board or 1/4" 360 2'-0" 3'-0" 4'-0" 5'-6" 7'-0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'6" 9'-6"table below.Maintain 210 All 3/a"x 25/s"t" 8d Top mount 2"distance minimum from TimberStrand® LSL. 7 « s m 0.113"x 2%') 560 r-6' T-0' 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" 3'-0' 4'-6" 6'-0- 8'-0" 10'-6^ 1r-o^ 12'-0" (minimum) 230&360 All /s x 2/s" ( 3 3 110 r-0" r-o" 1'•0" r-o' 2'4' 2'-6" a'-s" 8'-6' r-0' r-0" r-o" 2'-6- 6-0" 6'-0' 9'-0" 12'-0' P• hanger Option#2: edge of ledger to fastener. 2X_strapping installed at Y3 16d 210 1'-0^ 1•-0" 1'-0" 1'-0" 2'-6" T-0' V-6" 9'-6" 1'-0" -1'-0" 2'-0' 3'-6' 6'-0" T-0' 10'.0" 13'-0" Face mount Backer block joist-span locations using two 2 560 All 2x4"' 14" 230 r-o^ r-o" r-0" 2'-0" 3•-6" 4'•0" 6'-0' 10'-6" r-0" r-o" 2-6" 4'-0' 6'-6" T-6" 1r-0" 13'-6" Allowable Load(Ibs) t „ (0.135"X 3Y") 360 1'-0" 1•-0" T-0" T-6" 5'-6" 6'-0" 8'-6" 12'-6" t'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0' hanger both sides of web / screws per joist,typical with single TJI®joist Fastener 1Y4"TimberStrand® 1Ys"TJ®Rim Board 16" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6' S'•6" 6'6" 9'.6" 13'-6" 1'-0" 3'-0" 5'-0' T-0" 10'-0" 11'-0" IT-6" 15'-0" LSL rim board 16d Option#3: 20" t2, 5 5 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-D" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of Y2"lag bolt 610 410 Direct) applied ceiling 560D 22»t3, 2x4 (0.135"x 3Y2') 6 11 230 r-o^ 1'-0" 1'•0" r-o^ r-s" 2'-0" 4'-0" 6'•6" 1r-0• 1'-0" 1'-0" r-0" 2'-6" 5'-0' 6'-0" 10'-6" 13'-6" 16'-6" With top mount hangers,backer block required only Y pP• 9 1s•' H1 hanger do not laterally support at H2 H3 24"'3' 6 13 36o r-o" r-o" r-0" r-o• 3-0" H)'" 6'-6" 10'-0. 13'-6" r-0„ 1'4' 2'-0' 4'-0^ T-6° 3 ®. for downward loads exceeding 250 Ibs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 O least/"of TJI joist top flange O LA When specified on the layout,one of W 1 PSI or PS2 sheathing, g 560 1'-0" 1%0" 1•-0• 1'-0" T-6" 3'-6" 7'•0" 11'•0" 15'-0" 1'-0" t'-0" 3'6" 5'-6" conditions.For nailing requirements see page 5,TJ- O the bracing options above is required O ( ) g,face rain vertical g p q 2 Construction grade or better 4" 5" 6•' 7" 9" 10" 12•' 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" 9001, Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 3so r-o' r-o" r-o^ r-s" 3'-0° s'-o" 9'-0" 15'-0' r-o" r-s° a'-o^ s'•s^ 9'-0° ta'-s" 16'-s" 1s'-s^ v Roof Framing, TJ-9001. ) q 18 sso r-o^ r-o° 1'-0^ r-o" z'-o' s'-o 10'-0" 1s'-s" r-o" 3'-6" s'-o" a'-6° 11'-s" ts'-s" 18'o" zo'-o^ n . BEAM DETAILS FASTENING of FLOOR PANELS 360 •r-o" r-o" r-0" r-o" r•o" TV 6'-0' 11'•0" 15'-6" r-o" ,'-o" r-s° 4'-0° 7'-0° 1r-s' 1s'-s' 19'-0" z1'-0" iJ-- Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" �„„� 1t(1 W O TJI®(+I(z) Rim Board 1Y2" TJI®Joists 110 210 230 or 360 560 Rectangularholes based on measurement oflongestside. BEAR BEARING FOR DOOR Nail Size 110,210, 360 and ''/s"TJ®Ri 1Ya^ TimberStrand®LSL Microllam® Parallame + • Leave%"of web m Z Z BEAM TO BEAM BEARING AT Depth 9Y or 9/2"or 14"or 9/z"or 14"or 18"or T 14"or 18"or (minimum)at top and bottom of hole.DO NOT cut Joist flanges. I 111 CONNECTION CONCRETE WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL T 14" T T 11 a Tables are based on uniform load tables in current design literature. - BEARING AT WALL OR WINDOW HEADER Ills" 11/e 1s" 11/e 1s" 20" 1s" zo" Z Z dam' Z a 1 " 8d(0.113"x 2%'•),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+e" 2x8+%" 2x6+)z^ 2x8+Yz^ 2x12+Y2' Two Two Two • V- Q J W 1/s TJ®Rim Board or Strap per code if top plate 2x6 2x8 For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located m -_ 10d(0.148"x 3"),12d(0,148"x 3Y4") 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 Z w 1Ya"TimberStrand® LSL or is not continuous over a 3 at the center of the joist span provided that no other holes occur in the joist. v J--' < t-• Q Z_ 16d(0.162"x 3Yz") 6" 6" 8" 6" Cantilever 2x6 2x10 2x6+3/n" sheathing 3/a" 2x6+Yn' s2x10heathing +ng Not W Z � z IV blocking for lateral Support header 3 4 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams 0./ ` Q f Q z (1)Stagger nails when using 4"on-center spacing and maintain 13 and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long y _ panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown In table.When fastener spacing for Backer Block(+) .55E TimberStrand® LSL Headers and Beams < � / UJ ® Q Strap per code if top f. blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists, e a " 3/4" 7 » -( -•Q plate is not Continuous OL (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least I/V and staggered. (Detail F1 /8'or/a or/ /8 or 1"Net 2x6 2x8 2x12 N d-_1 m a over column (3)With 10d(0.148"x 1'/z')nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) 2 x diameter of the OL O aisi�-- } Top mount •� (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1%"(to avoid splitting). block d"n ssoons should acincre so filter icomodate required naheight ng without splitting(12r face mount gers and maintain min mum for backer blocks and 2�"minrmum forfirerblocks)dbacker largest hole(minimum) Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 Ys"(to avoid splitting). %depth (� N O Q Column Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone " " Z hanger wood from direct recommendations listed above. < -7 Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser installation Guide for Floor 0 concrete and Roof Framing, TJ-9001. O O L1 L2 L3 See current Weyerhaeuser L4 ° literature for framin connectors ■Nailing rows must be offset at leastY2"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL g ■14 ga.staples may be substituted for 8d(0.113"x 2Y2")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. Header or Beam Maximum Round ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at cantilever and end bearings by blocking Depth Hole Siize panels,hangers,or direct attachment to 9Ya»-9Y2" 3" Multiple-Member Connections for Top-Loaded Beams a rim board ors,orit8:, $" „Y;'117/e' 35i" Fastener Installation Requirements TJI®joist framing does not joist. 14"-16" 4%" Piece #of Fastener require bridging or mid-span El General Notes See illustration for allowed hole zone s+**"^*t^ •., blocking s Allowed hole zone suitable for headers and beams with .!'` r "' Width Plies Typei" Min.Length #Rows O.C.Spacing Location When fasteners are required on both g » uniform and/or concentrated loads anywhere along the member. , ,"",."„,^""p� i^)�}• •, , r7 z, sides,stagger fasteners on the second • Round holes onlyl d. '•° <' < BEARING AT 10d nails 3" 3 12„ side so they fall halfway between {°' '.•.�,W A»"=j t4J COLUMN 2 12d-16d nails 3%" 2'2' One side fasteners on the first side. • No holes in headers or beams in plank orientation. :., ,�,y*,'" � ,,• ' �j ,, ,^ Screws 33/"or 3Yz" 2 24" H2 Other Trus Joist® Headers and Beams Rim board joint f r 12" Both sides b�ond�nsidefaceofwatll. Al j a�''��'ff>.''+-`�•`�� '»r` 10d nails 3" 3 j �tl^ • J { j 12d-16d nails 3 Y4' 2'2' y O between joists Microllame LVL 3 E2 1 DO NOT overhang seat cuts 1.3E TimberStrand+ and Parallame PSL 13/" 33/8"or 3Y2' Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth Screws 2 24" Load must be applied evenly across • 5" One side entire beam width.Otherwise,use face ofsupport member. largest hole(minimum) r drill Verify column capacity 10d nails''' 3" 312, connections for side-loaded beams. 0 NOT cur,notch oeams and beam bearing 12" One side , holes in headers or beams except as indicated In DE I V E R E D � 2 2023 L5 length.See current 4 12d-16d nailsl3> 3%" 2'2' (per ply) d 0 0 0 Illustrations and tables. C~? Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° ° 6 3/4" One side O form a header or beam of the required size,u to a TJIO rim joist 5"or 6" Both sides maximum width of 7" Microllam® LVL and Other r or Joists Beams Screws 2 24" L3 1Ys"TJ®Rim Board or 1ta" Parallam®PSL Header or Beam Maximum Round 3%2' 2 6 3/a" One side A2 ® allowed hole zone _ TimberStrand LSL. Depth Hole Size m • middle Y3 span 4/" 1" O Y2°bolts 8" 2 24 - 5%" 13/," O (� V t� TM d 1.3E TimberStrando LSL allowed hole zone d t 0(1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWP . B1 L1 7/4"-20" 2" O COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. Hl See Illustration for Allowed Hole Zone m (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes B2 BEAM ON • Allowed hole zone suitable for headers and beams with uniform loads only. COLUMN CAP NAILING AT BEARING (FLOOR) • Round holes only L5 B3 • No holes in cantilevers. O O � m TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. X I Q F,1 ® (Load bearing wall above) 'C� Q _ 1/a"TJ Rim Board or 1%"TimberStrandt LSL. Joist may be shifted up to 3"if Use B1 Or B2 at Q O One 1od each x e floor panel edge is supported O B4 intermediate bearings WARNING � � F- V One 8d(0.113"x 2%") nail into each flange and span rating is not exceeded. ilJ nail each side.Drive Do not cut joist flanges, with load bearing or Joists are unstable until braced laterally O 0 Ll LL nails at an angle at braced/shear wall g Sheathing t Plumbing Drop from above • Blockin Bracing Includes: O O Q O <� P1 11� least 1/2"from end. End of joists • Hangers • Rim Board • Rim Joists at centerline < 0 Q �---� 3Yz°minimum of support L2 � 4j � � Z COLUMN BASE 3 intermediate bearingAlso see detail82 V U_ 1 in minimum end bearing 51/4"may be required 'r irk single-family appications Y q for maximum H1 -fir- � O p- Shear transfer:Connections equivalent capacity p O 3: < � to floor panel nailing schedule i' Rim to TJI®Joist O ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building CIL 1Y6"TJ®Rim Board, TJI®560 rim joist:Toe O until braced. that are lying flat. materials on unsheathed ;•�.;:..:,o j Additional joist is required if WW Z - 1Y4"TimberStrand® LSL or nail with 10d(0.128"x 3") O O INJURY MAY RESULT. joists.Stack only over Z �/ TJIs I10 rim joist: nails,one each side of floor panel edge is unsupported L4 , P2 ILI One 10d(0.131"x 3")nail TJI®joist flange TJI®560 or if span rating is exceeded. :4 a' •. O WARNING NOTES: beams or walls. W UWZ LA Exterior Deck DO NOT use sawn Y X O O Attachment Lack of proper bracing during construction can result in serious _I O into each flange floor ' .; lumber for rim accidents.Observe the following guidelines: O O Q fX Structural 9 TJI®210,230,and 360 rim LL INSTALLATION TIPS •' O board or blocking, 1.All blocking,hangers,ers,rim boards and rim joists at the end supports of the TJI'm joists must be completely installed and properly nailed. ILL' .�.• sheathing 9: 9 1 PP J P Y� P P y ELEVATED joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be dJ One 16d 0.135"x 3t " nail •Subfloor adhesive will improve floor performance,but O after installation, accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the ba COLUMN BASE ( /z ) P Y P rY P ( 9) 1 Y• O 13/4"minimum bearing into each flange may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each m Top View Locate rim board Joint between joists. 0 Safety bracing(1 x4 engineered lumber: joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1%"knockouts at o H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. t approximately 6.The flanges must remain straight within 1/2"from true alignment. 1Y8"TJ®Rim Board or 1Y" for squash blocks or blocking panels. pp y Fasten at each joist with •'.i «:„? '�.'; TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Yz")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: SEPTEMBER 2025 •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-JOIST META►L5 grout One IOd(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Y2"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth TrusJoist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information.