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Home My WebLink About49997-Z Of sour Town of Southold * P.O. Box 1179 0 53095 Main Rd Cnuen Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46027 Date: 03/12/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property. 242 Maple Ln Greenport, NY 11944 Sec/Block/Lot: 35.-5-5.3 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/29/2023 Pursuant to which Building Permit No. 49997 and dated: 11/03/2023 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-21-1688 2/28/2025 ELECTRICAL CERTIFICATE: 49997 01/22/2025 PLUMBERS CERTIFICATION: T& F Plumbing 10/14/2024 Aut on ed ignature a ntM TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 4999.7 Date: 11/3/2023 Permission is hereby granted to: Cifarelli, Richard 29500 Main Rd Cutchogue, NY 11936 To: Construct new single family dwelling as applied for, with SCHD approval. At premises located at: 4600 Route 25, Greenport AAAr-e-55 t4kM6-Q d -6 SCTM #473889 a y�L Sec/Block/Lot# 35.-5-5.3 Pursuant to application dated 9/29/2023 and approved by the Building Inspector. To expire on 51412025. Fees: - SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,480.50 CO-NEW DWELLING $100.00 Total: $2,580.50 Building Inspector SOUr�ol Town Hall Annex O Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o sear.devlinCcD-town.southold.ny.us �yOUN1Y,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Cifarelli Address: 242 Maple Ln city:Greenport st: NY zip: 11944 Building Permit#: 49997 Section: 35 Block: 5 Lot: 5.3 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 Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 68 Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 58 CO Detectors Sub Panel A/C Blower 1 Range Recpt Dual Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt G8S Emergency Strobe Heat Detectors Disconnect - 2 Switches 45 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Mini Fridge, DW, Oven, Hood, W/D, Micro, ERV, 200A Panel 40 Circuit/ 30 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: .January 22, 2025 242MapleLnHouseElectric zzzzr . ��SUPFOI,�co Town Hall Annex �y� Gy Telephone(631)7MI802 54375 Main Road P.O.Box 1179 y Southold,NY 11971-0959 .y0 • y'fJpl � �a�N C E v E BUILDING DEPARTMENT TOWN OF SOUTHOLD F EB 1 3 2025 CERTIFICATION �;e�earttYient Town of southold Date: Building Permit No. tA g q q j Owner: �".► Qa( La-id 1-y (Please print) Plumber: :j- (Please print I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. Y� (Plumbers Signature) Sworn to before me this day of (-16CQf , 20 A ```�`4, NE STATE '% Q. C Notary Public, �� County =� ;NQ�eliOTA�S'PL�3L1 6ed is Sdklk CoYml:o 0; OI9M104fih ; 1 pF SOUIyO� TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 5 u - Ja—xi? o6!�V-e DATE I2-a ; ;2,3 INSPECTOR pF 50b1,�°� * TOWN OF SOUTHOLD BUILDING DEPT. `'f'l � • ao cnu 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]7FUNDATION 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: fio 5eCv4eZ DATE 8-� INSPECTOR 9 �� ZL[2, �-� pf SO(/T * ' TOWN- OF SOUTHOLD BUILDING D T. oourm�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ ] FRAMING /"STRAPPING [ ] .FINAL [ ] 'FIREPLACE Z CHIMNEY [ ] `FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �- -� .DATE Ll lqlq INSPECTOR OF SOUlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 q%qqq---- INSP.EC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTO SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. qqq,ql . 1 °��nurm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ q-fNSULATION/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: tka,11 l.nsv( ioy... ,- d"Agin; J/c� vPpc�e- 1 C4 ; s — 4 ee -e e cow or2 DATE INSPECTOR # TOWN OF SOUTHOLD BUILD I�G D co 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY : [ ] .FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTPENETRATION [ ] ELECTRICAL (ROUGH)_ ELECTRICAL (FINAL) [ ] CODE.VIOLATION ] PRE C/O [ ] RENTAL. REMARKS: ar'AL \do 6 �V Ykill, f 1 6', )q - f n s- aA-h4j- _ - Z,� 4tv- 1006 J ?o DATE /. INSPECTOR SOUIy�� - -- '* TOWN OF SOUTHOLD .BUILDING DEPT.. °��►��'� 631-765-1802 INSPECTION ' = [ ] FOUNDATION"I 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: uk 6rc.cvi At 40YL 13O 45 j �t eF11 V"k_�j 6gZ� f"Kkw ok C,c� DATE Apmi INSPECTOR c / 1 L g I ovIerllu " 12 Combustion Safety Testing Form Building LIPA ENERGY STAR Homes O�, Certificd�Qc�lf(D. aso%800 State Route 25 City: Greenport Builder Name: Modern Age Home Builders, LLC Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than are C,4Z or if home has multiple hearing systems or seater heaters) Date of Test: November 18, 2024 Outdoors Temp During Test: 58 °F CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPMf Test Pressure: -4.8 pa. Appliances/Fireplace Simulated for Test? Yes_ No!! Net Change: -4•8 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Hca_tutg System'. Primarv: Yes ✓ No^ Tvne: Furnace ✓ Boiler_Heat Pump_Other F, rcienc t Friel Tvne 2 venting Type 3 Dra l Sin!loge f S In M2 CO CO (Circle Type) (Pascal) IYorst Case ±. Natural Vorst.Case (Natural Rating: N P✓ O_E N V_M_S✓ Pat. Pass ✓ Fail_ Pass-, Fail_ 10 PPM; 10 PPM Yes ✓ Tvt>c: Standard'Tank_Indinect_Tarlkless Size: - Style Common Vent El 'Waler'Heater : Primary: No Instantaneous ✓ Commccaial > >_ (Sl!C'/`oteSJxlrnv) (Gallons) J Stand Alone 91 F ffliclenin,s Fuel-Toe' Venting Tvae j Drat S !A lla�e S i1n lase(jYatural)' CO f CO (Circle'T ) (Pascal) (I gorse Case) I a fforse Case) (Natural) EF: N P ✓O C N M S ✓ - Pa. Pass ✓ Fail Pass be Fail 45 PPI4t 45 PPM i Ove)1 Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM Ambient CO(During Oven CO Testing) ! 0 PPM 1 Ileating System Efficiency: Enter AFUE for furnace or boiler; I.1SPF for licat pump;COP if heat pump is geothermal Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric J Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests sire required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. Water Neater Sole: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s 11'ater Ileater Efficiency: If Water'Heater Type is Indirect, no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source_ NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro Rater Number: 2614397 Rater Signature: - Date: November 18, 2024 Ili bnn 901 06 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHl -2012 Home Energy Rating Certificate Property HERS Speonk Land Development Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro 4600 State Route25 Rating Date: 2024-11.18 Rating Number: 2023_015 Greenport, NY 11944 Registry ID: 590528498 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 56 Efficient Home Comparison: 44% Better Heating 47.4 $1523 42% .General Information --__ - — - --- -- Cooling 1.7 $100 3% Conditioned Area 3643 sq. ft. House Type Single-family detached Hot Water 12.2 $282 8% Conditioned Volume 40000 cubic ft. Foundation Conditioned basement Lights/Appliances 29.8 $1585 44% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 4% Mechanical Systems-'Features--------- - -- — - - - ---�-- - - Total 91.0 $3642 100% Heating: Fuel-fired air distribution, Propane,96.1 AFUE. - - Water Heating: Instant water heater, Propane, 0.96 EF, 0.0 Gal. Criteria Cooling: Air conditioner, Electric, 14.5 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 113 cfm, 90.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-39.0 Exposed Floor NA Vaulted Ceiling NA Window Type U-Value:0.300, SHGC: 0.280 Above Grade Walls R-20.0 Infiltration Rate 1708 CFM50=(256_Ai:H50)?z Foundation Walls R-11.0 Method Blower door I Jerry D'Amaro., HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel _ Propane Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 _Refrigerator(kWh/yr) -848 Clothes Dryer CEF 3.30 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate.- Residential Energy Analysis and Rating Software V16..3.4 Build: 1013 This information does not constitute any warranty of energy costs or savings. m 1985-2022 NORESCO, Boulder, Col rado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. v w. The Aurora - Maple Lane, Greenport HVAC Load Calculations for Modern Age Home Builders, LLC 3080.Route 112, Suite C Medford, NY 11763 rQ FXr1 >!rl A HVAC LOADS fit. •. Prepared By: . Jerry D'Amaro D'Amaro Engineering And Surveying,P.C. 20 Mariposa Lane Manorville, NY- 11949-3356 �lBs+Bg�{ttd�il9 631-878-7808 Wednesday,September 13,2023 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 A Light Commercial HVAC Loads„ � _ Elite Software Development,Inc: Home Energy Compliancer'Raters, The Aurora Maple"Lane Greenport; Brookhaven NY 11719 Pa e 2 Pro'ecf Report' Gen eral'Oroiecfi lnfo�mafion Project Filename: C:\Users\JTD\AppData\Local\Elite Software\Rhvac 9\Manual J-Aurora Maple Lane.rh9 Project Title: The Aurora- Maple Lane, Greenport Designed By: Jerry D'Amaro Project Date: September 13, 2023 Client Name: Modem 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: Reference City: Westhampton, New York Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 20 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum eR I.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 27 `Check Fi res Total BuildingSupply CFM: 1,169 CFM Per Square ft.: 0.321 Square ft. of Room Area: 3,643 Square ft. Per Ton: 1,312 Volume(ft3): 39,975 Buildin :Loads' Total Heating Required Including Ventilation Air: 50,956 Btuh 50.956 MBH Total Sensible Gain: 25,997 Btuh 87 % Total Latent Gain: 3,812 Btuh.,, 13 % Total Cooling Required Including Ventilation Air: 29,81 U. Btuh 2.48 Tons(Based On Sensible+ Latent) -2.78 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. Wednesday, September 13,2023, 5:02 PM v Rhvac-,Residential&,Light Commercial HVAC Loads.., ;' Elite Software Pevelopmen!,Jnc., Home,Energy"Compliance Raters - , fhe Aurora-.MapW,Lane,Greenport Brookhaven NY 11719 r •. Pa e.3 Miscellaneous Report System-1 Main Grains Input Data. Outdoor:. Outtloor Outdoor Indoor Indoor . Differenc 'Dry Bulb° Wet?Bulb, ; ReLHum ;ReI_ -Dry Bulb:: Winter: 10. 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 26.84 Duct 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 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. 9,160 Cu.ft./hr 0 Cu.ft./hr X0.0167 X0.0167 Total Building Infiltration: 153 CFM 0 CFM Total Building Ventilation: 110 CFM 110 CFM --System 1-- Infiltration&Ventilation Sensible Gain Multiplier: 10.99 = (1.10 X 0.999 X 10.00 Summer Temp:Difference) Infiltration &Ventilation Latent Gain Multiplier: 18.24 = (0.68 X 0.999 X 26.84 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.95 = (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 Wednesday, September 13, 2023, 5:02 PM eJ C [HRhvac-;Residential`&Light'Gommer'cial,HVAC Loads;' Elite SoftwareDevelopment ric.ome Energy"Compliance:Raters The Aurora`MapleLane Greehport; Brookhaven NY 11719 Page 4 Load Preview Report Net Rec ft.2 Sen Lat Net Sen Hts Cls Sys Act Duct Scope Ton Ton rron Area Gain Gain Gain Loss CFM CFM CFM Size 69 Buil ilipp System1 _ _ 2 48 -2 78. 1,312 _3,643 -25,997 -3 812. 29 810: 50 9561 639 1 169 1 169 --14x14 Ventilation 302 2,006 2,309 1,814 Blower --- 850_ - _ 850,... - Zone 1_-CIg.:54%,_Htq _71% - 2,441 15 450 806 .-16,256'_.,34 874 453 ._... -- 10x12 - - 1-Basement 1,_226 1 34.0 -__ 0 _ 1,340 21,912 8• 63 285 0-0" 2-Living Room/Foyer 369 2.388 _-- 0. 2,388, 3189.4 51 112 1-6 _3-Kitchen/Family Room _ _ 584 10,238 806 11,044� 6,043 79- 479 _..2-8 4-Dining Room/Powder Room 263 1,483 0 1 483 _3,025- 39 __ 69 1-6 Zone 2-Clg.:46%,_Htg.:29% 1,202 13,333 1,000 14 333. 14,268 185 _ 624, 8x14 5-Master.Bedroom --_-.._ -. - . - --_- _..- .. _244 . _4,112 400 4 512; 3 454 45 193 1-8 6-Master Closet. .. _. - - . ...-- 58 ...... 67,.. 9'- .. 67...._.. 409 3 5 1-4 7-Bedroom 2 _-_-_ __ _--_- _. 215 2,016, 2002,216 3 150' 41 94 _.__ 1 6. --. 8-Bedroom 3 _ _ _- 1.54 2,532 200. 2,732, 2,247 29 _- - 119• _ _ 1-6- 9-Bedroom 4 _ _ 142 2,199 200 29399 -1,096_ -_ -14 103, 1-6 10-Family Bath .. _... -. _61 337 0; 337, 503 7 16 __.._1--4 11-Master.Bath-_- _ 126 929 __0,- 929; - 2 103'- 27, 44' ._'1-4 12-HalULaund_ry-_- _ _ _. ' __ 201 1,140 0- 1,140, 1,306_- 17 - 53.___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 coolin . Wednesday, September 13, 2023, 5:02 PM Rhvac Residential&Light Commercial HVAC•Loads .„ Elite SoftwareDevelopment,Inc.:: Horriei Energy Compliance Rates The Aurora Maplelane.Greeriport :. 'Brookhaven NYTi11719r Pa e 5 Duct Size Preview Room or Minimum Maximum Rough. Design SP Duct Duct Cl I Act. Duct Reg Duct Name Source Velocit Veloci Factor L/100 Loss Veloci Length Flow Flow Flow Size Size System 1 ..... ... 1. _- _ _; ._ ... Supply Runouts _......_ . . Zone 1 1-Basement Built-In 500' 750 0 01, 0.11 0 63' 285, 0 0 - 2-Living Room/Foyer Built-In __. . 500 750 0.01 0.1 i 569.E 51 112 1-6 3-Kitchen/Family Room Built-In 500 750 0.01 0.1 686.8 79® 479 2-8' _ 4-Dining .Built-In 500 750 0.01• 0.1{ 353.7 39 69. 1-6. Room/Powder Room ®_____ Zone 2 _. _.- ... -_.. ----------- - _... 5-Master Bedroom Built In 500 750 0 01 0.1 551 7 45 193- - 1 8 ®�--- — - - 6-Master Closet Built-In 500 750' 0.01 _ 0 1 ....... ____60 9' _ 3 5: 1-4,_ __ - --- — 7-Bedroom 2 Built-in 500; _ 750 ___0 01 _ 01, 480 9_--_-_-_ 41 _94. 1-6: `_ 8-Bedroom 3 Built In 500 - _ 750 0 01 01 603 8 -__ _ , . _ 29'� 119 1 6' . .. . ._. .... ... 9-Bedroom 4 Built-In 500, 750_ 0_.01, _ 0.1 _ 524.41 14® 103._ 1 6 10 Family_Bath Built-In 500 ^' _ 750 0 01 01 . 181 1 7 16< 1-4 ® 11-Master Bath Built-In 500 750_ 0 01 01, -__,_ _498 5 27®___44 1-4 12-Hall/Laundry Built-in 500 750 0.014 0.1 611.8-_ 17 53. 1-4 Other Ducts in System Suppl Main Trunk Built-In 700• 900 0.0003' 0.1 858.7 639 1 16W 14x14 Summary Heating Flow: 639 _ - _._ ...._ . ._ .. .._. ._... . - _ Cooling Flow: 1169 Wednesday, September 13, 2023, 5:02 PM J d Rhvac, Residential 9 Li ht Commercial HVAC Loads ,- Elite Software Development,Inc. Home Energy Compfance Raters :, _.` The Aurora,. Maple,Lane Greenport` Brookhaven NY ,11719 r Pa a Total Building Summajy Loads Component r=Area r $en Lat Ser, Total' Descri tion ::Quan 'r Loss° _ - Gain . Gain: Galri: United Window: Glazing-JTD United Windows and Doors, 241.4 4,346 0 3,538 3,538 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 0 800 800 U-value 0.3, SHGC 0.3 United Glass Door: Glazing-JTD United sliding patio door, 42 706 0 1,152 1,152 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 0 148 148 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 _value 0.2_ 1226.1 14,713 0 _ 0 0 Subtotals for structure: 39,073 0 8,754 8,754 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 10,069 0 0 0 Ventilation: Winter CFM: 110, Summer CFM: 110 1,814 2,006 302 2,309 Blower Heat Gain, 249 watts: 0 0 850 850 AED Excursion: 0 0 1,918 1,918. Total Building Load Totals: 50,956 3,812 25,997 29,810 CheckFi"`Ures- Total Building Supply CFM: 1,169 CFM Per Square ft.: 0.321 Square ft. of Room Area: 3,643 Square ft. Per Ton: 1,312 Volume(ft'): 39,975 Buildin .Loads. Total Heating Required Including Ventilation Air: 50,956 Btuh 50.956 MBH Total Sensible Gain: 25,997 Btuh 87 % Wednesday, September 13, 2023, 5:02 PM 1 _l Rhvac Resrtlenttal&Lrght Commercial HVAC Loads r Elite Soffifvare Development,Inc Home Energy.Compliance Raters m F - The_'Aurora Maple Lane Greeriport 3rookhaven NY.1. J .:, Y Total Buildin° Summaly Loads cont'd. Total Latent Gain: 3,812 Btuh 13 % Total Cooling Required Including Ventilation Air: 29,810 Btuh 2.48 Tons(Based On:Sensible+ Latent) 2.78'Tons(Based Om 780W 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. Wednesday, September 13,2023, 5:02 PM J Rhvac Residential 8 Light Commercial NVAC Loads Elite Software Development,Inc` ,,Home Energy Compliance Raters The Aurora-Maple l ane,FGrexenport Br'ookhay%n-'`NY=11719 Manual S Performance Data-System 1 _ Main Loatls:and Desi`n Conditions': Cooling!- Outdoor Dry Bulb: 85 Sensible Gain: 25,997 Outdoor Wet Bulb: 71. Latent Gain: 3,812 Indoor Dry Bulb: 75 Total Gain: 29,810 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 1,160 Entering Dry Bulb: 75.9 Entering Wet Bulb: .63.4 -_ Heating: Outdoor Dry Bulb: 10 Sensible Loss: 50,956 ' Indoor Dry Bulb: 70 Entering Dry Bulb: 67:4 Indoor RH: 30 Supply Airflow: 639 E "ui merit Performance`[]ata at S sfem Desi n Conditions, This systems 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 Interpolation atam EDB E1NB Air Flow ODB Total Power Capacity ";Input Sensible Sensible:; Btuh SIT . '.Capacity SIT; -.Capacity Btuh Bfuh; 34800,_,--- 1.9, 0 75 1020 26100, 0.88 63 116 35800; 1.9 0 78 27924 0.92 3293_ 1020 {:8 _36600,- . 1.9 0.6' 21960 ,0.72 2635_ 67 116 37600 1.9: 0.613 23064 0.75 2820 Interpolation Results: Percent Load of Load Sensible Capacity: 28,342 25,997 109% Latent Capacity: 7,638 3,812 200% Total Capacity: 35,980 29,810 121% 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 50,956 126% Wednesday, September 13, 2023, 5:02 PM �Rhvac-Residential&_Light Commercial HVAG Loads' > Elite Software Development,inc._ Home)Egergy;gompliance Raters ;_ The�Aurora-Map le,L`ane,Greenport; :Brookhaven,-NY,11719, � • Pa e9' Sys -tem 1 Room Load Summa Room A rea Sens Htg Ducf Duct v Sens Lat ;Clg `Sys No Name s, SF . Btuh CFM Size >;Vel Btuh Btuh CFM CFM' ---Zone 1--- 1 Basement 1,226 21,912 285 0-0 0 1,340 0 63 285 2 Living 369 3,894 51 1-6 570 2,388 0 112 112 Room/Foyer 3 Kitchen/Family 584 6,043 79 2-8 687 10,238 806 479 479 Room 4 Dining 263 3,025 39 1-6 354 1,483 0 69 . 69 Room/Powder Room Zone 1 subtotal 2,441 34,874 453 15,450 806 724 724 ---Zone 2--- 5 Master Bedroom 244 3,454 45 1-8 552 4,112 400 193 193 6 Master Closet 58 409 5 1-4 61 67 0 3 5 7 Bedroom 2 215 3,150 41 1-6 481 2,016 200 94 94 8 Bedroom 3 154 2,247 29 1-6 604 2,532 200 119 119 9 Bedroom 4 142 1,096 14 1-6 524 2,199 200 103 103 10 Family Bath 61 503 7 1-4 181 337 0 16 16 11 Master Bath 126 2,103 27 1-4 498 929 0 44 44 12 Hall/Laundry 201 1306 17 1-4 612 1,140 0 53 53 Zone 2 subtotal 1,202 14 268 185 13,333 1,000 624 624 Ventilation 1,814 302 2,006 Blower Power 850 System 1 total 3,643 50,956 639 25 997 3,812 1,169 1,169 System 1 Main Trunk Size: 14x14 in. Velocity: 859 ft./min Loss per 100 ft.: 0.077 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. 7 77777-"777777777-1 Coolie S'stem'Summa Cooling ; Sensible/Latent Sensible Latent Tofal< "Tons Slit Btuh' Btuh 6tuh Net Required: 2.48 87%/13% 25,997 3;812 29,810 Recommended: 2.78 78%/22% 25,997 7,333 33,330 Actual: 2.90 79%/21% 27,492 7,308 34,800 E ui_ mei6fbata Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: EL296UH070XE36B= ML14XC1-036-230E** Indoor Model: CH35-30B+TDR+TXV Brand: ELITE MERIT ML14XCl 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 35,980 Btuh Sensible Capacity: n/a 27,492 Btuh Adjusted Sensible Capacity: n/a 28,342 Btuh Wednesday, September 13, 2023, 5:02 PM Rhvac Residential'8 Light Commercial HVAC Loads. Ehte Software Development,Inc Home Energy Complia"nce Raters :'; = The Aurora-Maple ane Greenport Brookhaven°.NY.14719 Pa a 10 S stem 1 Room.Load'Summa conf'd Latent Capacity: n/a 7,308 Btuh 'Adjusted Latent Capacity: n/a 7,638 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:25,997 Btuh, Lat. gain: 3,812 Btuh, Sen. loss: 50,956 Btuh, Entering clg. coil DB: 75.917, Entering cig. coil WB: 63AF, Entering htg. coil DB: 67AF, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1169 CFM, Req. htg. airflow: 639 CFM Wednesday, September 13, 2023, 5:02 PM Residential _ • _ Plans Examiner Review _ _ •rm Form ACC A. RPER 1.01 Ak d • - Design • . • Equipment, 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED 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 0 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) Northeast Indoor temperature _ 70 OF North,East,West, South,Northeast,Northwest,Southeast,Southwest BtU/h Total heat loss 50956 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 2 A Gr @ C� % Rh Eave overhang depth 7 Ft Sensible heat gain 95997 Btu/h Internal shade Drapes Eave Latent heat gain 3812 Btu/h Blinds,drapes,etc Depth Window Total heat gain 99M Btu/h Number of skylights IHVAC EQUIRMENT SELECTION41 Heating Es uiDment Data Coolina Equipment Dam'- Blower Data Equipment type Furnace Equipment type Standard Air Conditioner /;C) CFM Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc Heating CFM 1 1 C7� Model EL296UH070XE36B-* Model ML14XC1-036-230B** Cooling CFM 11 FG CFM Heating output capacity 64000 Btu/h Sensible cooling capacity 28342 Btu/h Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity 7638 BtU/h Auxiliary heat output capacity Btu/h Total cooling capacity 35980 Btu/h DISTRIBUTION:HVAC DUCT •1 Design airflow CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) I WC 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 systern 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. ' 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. HUNVER INSULAVION 675 Elton Street, Riverhead, NY 11901 • (631) 283-4120 DECEUVE October 15,2024 F EB 1 3 2025 Building Department Town of Southold RE: 4600 North Road,Greenport 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 10"R-38 open cell foam with spray applied thermal barrier. Rim joist 2"R-14 closed cell foam. Basement watts 3"R-11 blanket. Exterior walls 31/2"R-15 fiberglass. Fire caulking. Air seal. Si a ely Arlene Welsh Over Five Decades of Quality and Service �r ■�� - t H --� OA /M r IIIIIM�iIp� u'i�p"'�'"�•+ i I - •� ..•�sN1!�Y'�i�.:r��iil- III J!�d��1 � i• ■ ■■ si� �j/HEM, 11n 1/ Il l I �I Yr. Y'1� N.U/rIV rp~''I��'YI'I/lJi�'�I�'�"VIIIII rplpl�f�1��II �IPv ,I r N 1•'//'"�� Y'lll'IM'•N,IM'' I i ' d �'✓ _ 11vr+' ■�d�fOji p IAA AA►,I I,. ��w _ IV. S�.,�� lid ON 711-1. �10'11 r 1 /�"11 1'i1 IAA 11.1011.oil � �� ►Ir'Q' rAr �'A�Ar'/'li�'L�fjV �jl{� jai�l�'jr i'.r�; _ AIN ,J , ,V�'. .. ,' '� ,1. }.sf. /`.�.A �•i l`. ,'i ' '.,.. � � .� � ~tiw' ��r 4•`i'� _.i' -11, .1 v ` .1'-�`' . a� m D lv am c , i ti w� ` i 1 r _r b ilk ! a i I3_?nVV W H3101 nzel-YpeE -� l ♦yy, A• Y. t. lta: r _A s• �� C��t to l �X I � • r; �1 t r i • I f � ?Z Lb-INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) y ---------------------��'�-�----- a a 7• v cJ&tf4qo FOUNDATION (2NDcn z s�ev2esl .N ��i � Gw ova. �,hhon d b-8,-dv CX D/L c/L � S. D<< 746 ROUGH FRAMING& PLUMBING 4 I y nsvl V. CAV11 ; m ins l&rc. ►2 6,PAAAl awcJo&4 s/ /zcse,1-& INSULATION PER N.Y. STATE ENERGY CODE s f4j 9� " - IZ2til slAiw &kt 41>' flaw K- 1 a+1va.Ps /0,44 "Al or n l FINALqN.)-�, VOW ADDITIONAL COMMENTS t re ° Z ee+ • c- v� 0 z 13m y � x � d b H ��o�SufFoc �o TOWN OF SOUTHOLD—BUILDING DEPARTMENT CY Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y�o awl Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT E C E � V E For Office Use Only SEP 2 9 2023 PERMIT NO. Building Inspector: Applications and forms must be filled out in-their entirety.Incomplete' Building Depa'4me:-t applications•will not be accepted: Where the Applicant is,not the,o"wrier;an Town of °c i'o` Owner's Authorizatiom form(Page 2)shall be completed. Date:8/9/23 OWN ER(S)'OF PROP:ERT°Y Name:Speonk Land Development LLC SUM# 1000-035.00-05.00-005.003 Project Address:4600 NY-25, Greenport West, NY, 11944 _ Phone#:631-512-4522 Email:monumentalproperty_@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 Associates, P.C. Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email:rsteele@Ikma.com CONTRACTOR INFORMATION: Name:Oasis at Mattituck Corp. Mailing Address:3080 Route 112 Suite C, Medford, NY 11763 Phone#:631-767-4807 Email:peter@modernagehomebuilding.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair. ❑Demolition Estimated.Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ®Yes El No 1 . PRO.PERtIC INFORMATION Existing use of property:Vacant Intended use of property:Single 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 WNo IF YES, PROVIDE A COPY. El Check Box After Reading: The owner/contractor/design professional is responsible for albdrainage acid storm water issues as provided by. 'Chapter 236.of the Town Code.,APPLICATION 1S HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to coin ply with all applicable laws;ordinances,building code, `housing code and regulations and to admit authorizdd inspectors on premises and in building(s)for necessary inspections.False statements made.herein are, punishable as a Class A misdemeanor pursuant to Section 21645 of the New York State Penal Law. Application Submitted By(print name):Christopher F. 'Dwyer BAuthorized Agent ❑Owner Signature of Applicant: ( �. Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) 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 20,2S._ r Notary Public , NOTAR PPoBLIC E WIEGAN6 . PROPERTY OWNER AUTHORIZATI��°! 62103 , teteofNewYork (Where the applicant is not the owner) "Issioq pireSA gu i%2 I, �� r -mr�/ residing at 437 SOUth Country Rd, Brookhaven, NY, 11719 do hereby authorize 4Fes- to apply on my,behalf to the Town of Southold Building Department for approval as described herein. s 9/26/2023 Owner's Signature Date Print Owner's Name 2 FF8Z C.. BUILDING DEPARTMENT-Electrical Ins or 2024 r MAtt TOWN OF SOUTHOLD o Town Hall Annex- 54375.Main Road - PO o�C. ,, <K.p F ". x Southold New York 11971-0959,,.,`, -:-, �'jf �ap� Telephone (63.1) 765-1802 - FAX (63'1)��66-J502 rogerr(@.southoldtownny.aov-seandC)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: y-cin Company Name: Puccio Electric Contracting, Inc. ma Electrician's Name: Mark Puccio _ License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 1 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 . JOB SITE INFORMATION (All Information Required) Name: MO&xn AV. AMP, 'F-l 'iIACLS Address: Cross Street: Phone No.: "] l Bldg.Permit#: _ �qq q`�. email: Tax Map District: 1000 Section:- 3 J Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New -toU56 606Iin9 ' 4 2 O A U'r)&Aj Y-D and sek-v I Square Footage: D Circle All That Apply: Is job ready for inspection?: 9YESE] NO gRough In ❑ Final Do you need a Temp Certificate?: YES❑ NO Issued On Temp Information: (All information required) Service Size01 Ph❑3 Ph Size: o200 A #Meters Old Meter# J6New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect 26gdergro nd❑Overhead #Underground Laterals 1 2 H Frame. F1 Pole Work done on Service? VY N Additional Information: N EE i_�s -remp Nc �n you 1, PAYMENT DUE WITH/IAPPLICATION UL i}_p/G l (Nor,��v� �' Scott A. Russell ST�O�]E�I��1C\�VA\T]EIK SUPERVISOR = '. I��[A\1�A\�G�]EI��I[]ENT "l . SOU1 HOLD TOWN HALL-P.O.Box 1179 J Town of So u th o l d 53095 Main Road-SOLTTHOLD,NEW YORK 11971 - CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL,.FORM= i, =1 ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) ; _ — — — — — — — — — — — — — s APPLICANT (Property Owner, Design Professional, Agent, Contractor, Other); !'' (= NAME: Christopher F. Dwyer Date: 8/9/23 Iylgnauiid • r:. Contact Information: cdwyer@Ikma_com =i= _. IC-Mad C Telephone Numhe,) rl; 63,1-286-8668. ` ;I Property Address / Location of Construction Site:. _1000 t= 4600 NY-25, Greenport,, NY, 11944 S.C.T.M ; r District °.. 035.00 05.00 005.003 .E 4r! __ _.. _ .� ., -._-_ �_ Section Block Lot ,� •.a ll. TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than I Acre. No S.P.D E.S..Permit..is,Requir-ed! - .} (1 - Project does Not Discharge to Waters of the State. No S P.Q.E.S. Permit is Required ! Itr �r a ill [I - Area of Disturbance is Greater than 1 Acre & Storn-i-water Runoff Discharges Directly Ml to Waters of the State of New York. THE.APPLICANT MUST OBTAIN a S.P:D.E.S-PermtL ; DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of aBuilding-Permit.., _ l�r _ - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York: THE APPLICANT MUST OBTQLN_ jE a S P D E S Permit through the Southold Town Engineerfn De2a _. g. rtment { Prior to,Issuance of,..a Building.-Permit. i ' D Reviewed By. __ -. __..._ _. a e t : - F(1R'M CVIf`P='Toq npfr%hPr 9n I Q o�,�.ggFFOL,(co G BUILDING DEPARTMENT-Electrical Inspector o� y` TOWN OF SOUTHOLD - o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ,FA �a0� Telephone (631).-765-1802 Temporary Certificate Date 3-la-aba� Customer Name m ex a66yw GiAr6 Electrician Name ' Address a Phone - OD 9a e-mail e-mail ln�� crT l L.�!' • �/YI Phone �p �_s(o( d'? License# gT66_ E ) Size_2LQQ_A Phase Overhead Underground #of Meters. Remarks #of Underground Laterals 1 2 New X "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect . Old Meter#—8- 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 talidDfor S Cfromlt_h�N� Authorized by BUILDING DEPARTMENT TOWN OF.SOUTHOLDaI Inspgc 02� htor -� 2, o Town Hall Annex- 54375 Main Road - PO-Box.1r17� �, • p Southold, New York 11 971-0959 Telephone (631) 765-1802 - FAX (631)'765=9502 rogerr(@_southoldtownny.gov - seand ansoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: r 4-r 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 M I request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: S Address: Cross Street: Phone No.: - 11 Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Use dWeaII,ny � ► )_W A U.ir1 YD u.nd �d I ces Square Footage: D Circle All That Apply: Is job ready for inspection?-. YES ❑ NO gRough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size ao1 PhF-]3 Ph Size: -,?,OD A # Meters � Old Meter# �]New ServiceFl Fire ReconnectOFlood Reconnect OService Reconnect VnderR)Y nd[:]Overhead #Underground Lateralsal 2 H Frame Pole Work done on Service? N ' Additional Information: __ZMP P$ DO ;;SZW i Lt PAYMENT DUE WITH APPLICATION ( i � 7 PERMIT# ddress: r Switches ' Outlets GFI's I Surface Sconces H H's UC Lts Fridge HW POOL �Fans Mini Fr W/D Panel Exhaust Ove .� Sump Heater �w Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV � HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have I40sed Sub Amps Have Used Comments i LIURA 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. September 27,2023 Town of Southold Building Department 54375 Main Road, P.O. Box 11 Yaphank, NY 11980w �r Re: 4600 NY-25,Greenport West,NY,11944 SEP 2 9 2023) J Letter Requesting Building Permit LKMA Project#:23043.000t SCTM:1000-035.00-05.00-005.003 Ivevi1 W$,Qotholdl To Whom It May Concern: In order to obtain a building permit for a property located at 4600 NY-25,Greenport West, NY,11944,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. a (1)Signed Stromwater Management Plan a (1)Stormwater management referral form Thank you in advance for your consideration. Should you have any questions please do not hesitate to call me at (631)286-8668. Very truly yours, r. Christopher F. Dwyer,Associate/ 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 LI1AA F E B 2 8 2025 L. K.McLEAN ASSOCIATES,P.C.) LETTER OF TRANSMITTAL. CONSULTING ENGINEERS DATE: 02/28/25 1 PROJNO.: 23049 437 SOUTH COUNTRY ROAD ATT: To Whom It May Concern BROOKHAVEN,NEW YORK 11719 RE: 4600 NY 25,Greenport NY Final CO Submission TO: Town of Southold -Building Department 54375 Main Road,P.O.Box 12 Southold,NY,11971 We are sending you FX-] Attached Under separate cover via the following items: Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 2/28/2025 1 BOH Green Stamp Plan 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: Copy To: LKMA File Signed: -Grant Frevert TOPOGRAPHIC SURVEY OF DESCRIBED PROPERTY SITUATE AT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK AREA = 41,156± SQ.FT. OR 0.945± ACRE G G LEGEND MAIN ROAD MR, 25� CONIFEROUS TREE (VAR, WIDTH) / C • • • • • • • • • • •DECIDUOUS TREE / r \ . . . .. . . . . . .UTILITY POLE X1660 XM78 �\ X17.11 X17.65 .\ X1a40 X1694 XM59 < x20.14 X2a40 • • • • • • • • • • •UTILITY LIGHT POLE �\ \�o BENCHMARK EL.16.66 \\�l�\ ale, • • • • • • • • • • •EL ECTRIC METER MAG NAIL SET `\ IN UP. #348 �-� \\ `� �• •SIGN EP 16.03 EP 16,20 EP 16b7 \ 17.46 EP 17.62 �� EDGE DF PAVEMENT I EP 19.0E Ep 1980 16.79 x"..79 - X EP 1a29 16, / 8347 1a17 ! M ARKER +►34s L7 • • • • • •• • • • •FIRE HYDRANT � OH off T-�1sss�- OH ❑H ❑ OH -:Q• EP 1a71 / \ N 65.E 2' E 170,00' "'� ` J X180' ' X,93o MDN. / 1 - - _ - - - WATER VAL VE / X17.66 // \ MON. 165,00' ® • . . . . . . • • • •WATER METER I 16r2 /� EP • • • • • • • • • • •EDGE OF PAVEMENT � 4 x4' VOOD x 1.96 \ POST 6'TALL 1 t 1 MIR 1 / x/667 I \`� x17.i1• • • • • • • • • • .SPOT ELEVATION r/ X g' X16.1 I �_ 1587 �l6 x16QS / ,1Py / 1 \ � , - . . . . . . . x \ �\ -oH-- OVERHEAD WIRES j_y �� / 1 1 �d ` \ -E-• • • • • • • • • • •UNDERGROUND ELECTRIC e 3. `mot -G-• • • • • • • • • • •UNDERGROUND GAS LINE `�� `r 7.B6 \ p3 0 x16.S9 xt \\ \\ Al ti Q�1 XM30 X16.70 Q. x16,a6 rj NOTES -22.0�-► \\� N \ 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. X16.52 X16.23 \ 'Y 416.2 X1u15 WOODED ' �� N/F �.►.1 Q- 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, Ix 16.P3 x 16.29 / _ ANN MARIE VAN CLEEF LONG ISLAND ZONE. Y � c `` / ` J. ELEVATIONS REFERENCE NAVD 1988(GEOIDI2A). 00 xis n9 �- O 'i 4. UNAUTHORIZED ALTERATION OR ADD1710N TO A SURVEY MAP BEARING A LICENSED BRUSH LINE // /�\ x lase \ • LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE x 1a65 `\ �, NEW YORK STATE EDUCATION LAW. X16.0 �\ \ f x 16.00 \ \ t\J (n 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF a92 X 1a39 1 �\ THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE x16.40 BRUSH __ \ \ VALID TRUE COPIES. 6.56 / I \ 16.26 x / x 16.57 14.%3` `\ ` 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN EDGE OF WOODS -- - ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS 1924 ✓� X1s37 \ ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND POST N 6S•2S'12' Z1 j X}B�5\f 6 1 - - SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM ° 1G47\ 1 I THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, 50,00 6.54 1 xta4s I x1A79 GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE 1 X1a57 taa5 \1 ?7+s ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE x�M / / TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. a3'S ��i 16.39; 8�9 - X)X7� � /1 15141 \ \x� X 7. \1872// / x ra2o X 1+ RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. (v �x16.67 ram/ \\j.w \ 8. THE SURVEY CLOSES MATHEMATICALLY. 00 � I x U.+1 x I+•95 \ 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUT I f x ta75 X 1532 I X 14.86 � LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO x1500 3 �{� x 16.2+ \\ � � BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, QjOy II3 X1G39 -- 16-- \1 /�� 14.51 xt4.+6 SIZE AND TYPE B Y THE RESPEC TIVE UTILITY COMPA NIES. 2 V x1G13 163t �` 3� - 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT.SUBJECT TO N¢y (0 X 3� x1G3+ `\ xta63 \ 65'25'12' 365.88' ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY 2 to \ ` �1\ REVEAL. x1& 9 �� \ _ II 01- o 17 I 16 REPUTF,A 251I WADE RIGHT OF WAY , ti N N x1774 `�` X1&70 (\1 N -- �l6 / GRAI/EL DRIVEVAY exM3 ----_-_) x1S,9 --\S 65.25112' W `1 375.311 � /j I �g 0.35E , S 65.25112' V 240.86 RDV OF 10'PINES V a41'N 1 N/F ANNA GIANNARIS 2012 REVOCABLE TRUST & IJOHN GIANNARIS 201E REVOCABLE TRUST \ 05125123 T.L.S. ADDED CERTIFICATIONS T.L.S. DATE BY DESCRIPTION APPROV. BY REVISIONS Town of Southold Suffolk County, New York 4600 Route 25 GRAPHIC SCALE CERTIFIED To: Green port, New York 30 0 15 30 60 120 Speonk Land Development LLC of Nit TOPOGRAPHIC SURVEY „ Express Abstract �� L. SI r0 Commonwealth Land Title Insurance Company Gj� �Q•�' ��! 't' L. K. M e LEAN ASSOCIATES, P.C. ( IN FEET ) •:rams * CONSULTING ENGINEERS & LAND SURVEYORS 1 inch = 30 ft. I hereby certify that this map was made from an actual survey BROOKHAVEN, NEW YORK SUFFOLK COUNTY REAL PROPERTY TAX MAP completed by me on 03/12/2023. 437 SO. COUNTRY ROAD, DISTRICT 1000 4 Designed By: C.M. Scale: 1"= 30' Sheet No. SECTION 035.00 OSOS2 0 BLOCK 05.00 LOT 005.003 Drawn By: D.M. Date: March 13, 2023 1 TAMARA L. STILLMAN,P.L.S. ' [AND 1 NYSPLS No. 50528 Approved By: T.L.S. File No. 23049.000 PA23049.000 4600 NY25 Greenport\Survey Dept\Draw1ngs\23049.000 Survey,dwg 512512093 3,58 PM Tamara Stillman PROJECT LOCATION MAIN RpADR,5) BENCMYANK EL16.66 ''� 8\ \ �0\ \ .f" -•' `�^°� '}\+ NAG NAIL SET IN UP,O-348 \ EDGE OF PA vEN£Nr\ fj ROUTE f .__. - ��t• I 6347 w 65 —�--� d d w w w 170,001 77 'x4'VD D I \ LOCATION MAP /1 6 PDrr s rLL 2p'SIDE YARD SETBACK N.T.S. . - L - f � ELEV. 17.1 oL BROWNLOAM SANDY 1.7 II I NO WELLS LOCATED 5' I 1\ \ SM BROWN LOAMY 3.0 WffHIN t50' SAND FROM •'�^,, .�„"• Install crossover pipe \ TYPICAL CLEANOUTS -y I PROPOSED SANITARY FEI __ __ __ _. _ .__ _. __ __ .N eA To EAN u I LEACHING POOLS �. - I \ N I H ^� - 5 N Q - PALE BWN .SP MEDIUM SAND 2.3 aL.P �� MIN. 1 U7 \ &GRAVEL SLT-AB_EECCOVER / 1 D-) I --17^ 1 STO, 4 PP ER CR \ _ END PLU3� _�I ,,o�� I MINI / \� ROBERi&ANNLANDMARIE VAN CLEFT -N/F � Ql SW P�p DRUM 9.0 AS P�ER-� �` I� 1 / �. DEVELOPED - \. GRAVEL F_u_OW 'ELBOW PUBLIC WATER �� f MIN. ALTERNATE ALTERNATE I ,-_ ... - 6, �J oY •76-_ I \ �-+ WATER IN r\ B LAND N/F O I SN I MLN. •T I 1 - SW MEDIUM SAND 1.0 TAW�OR KARDSCAPED AREAS JOHN SCHOTT JOSEPH WARNER 8 I 2 4 N &GRAVEL WYl D3VSta Y. DEVELOPED BEDROOM- WELL WATER _ RESIDENCE,' 10• IN (j1 -HIGHEST EXPECTED GROUNDWATER 0 EL 2.0 BRIA4N jJ%f/ W/ UNFINISHED 4 BASEMENT � -� \ K. I a tsoOL� F,F• j85 \ EXCAVATION INSPECTION REQUIRED \ TEST HOLE PERFORMED BY 1 I<� 20x40' WOYCHUK LS. ON 5/10/21 � �' I I ► , TEST HOLE PD!T N 65'25'12' � I / I —15 I N.T.S. ti So,00' o � I I� � FOR SANITARY SYSTEM I f GARAGE IR I - - F.F:1Li.5 IN �� + BY HEALTH DEPARTMENT +; 4\ - �YB� � � I to y�,� \ MAIN HO SANITARY SYSTEM NOTES, o+ I �TS I \ O;•oOS+y _ , 1. PROPOSED DWELLING TO HAVE (4) BEDROOMS MAXIMUM. 3 I (R NOS, 2. SEPTIC"TANK"TO BE 1,500 GALLON 8' DIA. rn R1 I1 ® I �¢ \ 2c � 3. USE TWO (2)8' DIAMETER, 6' HIGH PRECAST CONCRETE LEACHING N {{eeR1 1 - .. ti I �, :r.,,,..._..-.,. I- •O'^o 4\ POOLS. K.Z o $ �y \ 4. PROVIDE ROOM FOR FUTURE EXPANSION. O 0�(V ' - `� I \D j - IDS AYE INSFO FIRST w w� Ir I— ---16— -� \ F 6. BACKFILL MAS. SLOPE OR TERIAL HALL BEDING AROUND SC ARSE SAND AND GRAVEL EPTIC SYSTEM To BE 1/20 SLOPE _ _ _ _ __ _ _ _ _ __ _ _ _ _ 7- BOTTOM of POOLS SHALL BE A MINIMUM OF 3' ABOVE HIGHEST — — — o \e+� I` i ,• { DW 11 N 6525112' E — _- — — J 36588= — — N1 / - EXPECTED GROUNDWATER. d z L Ri I --\--- — -- — -- — — — w 0z 1 a✓ - \-- — --15'-,SIDE YARD SETBACK a 10' IN.'- 1 - / mza• ' REPUTED 25' WIDE RIGHT OF..VAY m" - W -15 ^- --�-�� 375.31' - -- ,�/y��? S 65'25'12' W y240,86' ROW Dr•a PIW5 g� / LAND N/F I JOHN &ANNA GIANNARIS 2012 REVOCABLE TRUST DEVELOPED o LAND PUBLIC WATER, N F I mlaaa va ar raamc a,cY raYl.,own tj I MARCEL& PATRICIA IDWRT SITE PLAN . - _ Mr Ro, Awnoa a ra t DEVELOPED U SCALE: 1"=40' 9cssNoc ns„` demo,TIC ef�lxx a LrD®SAL I ° 20 40 r1�m,.nmc LIe, WELL WATER Avnvaw oa YNS ra FnCI . LSTING BUILDINGS: VACANT _ - Revised Plan Approved 6/20/23 PROPOSED 2 STORY RESIDENCE 3 W/4 BEDROOMS ' •� SITE DATA: - - LEGEND: U SCTMf; 1000-035.00-05.00-005.OW- ;,` DATE BY DESCRIPTION APPROV. BY SITE AREA 0.945 ACRE PROPOSED BUILDING CONIFEROUS TREEDECIDU SUF FOLK COUNTY DEPARTMENT OF HEALTH SERVICES .. `o GENERAL NOTES _ PROPERLY LINE 0 'UTIUrY us TREE REVISIONS 10 1. NO EXISTING SURFACE WATER WITHIN 100' o anon POE PERMIT FOR APPROVAL OF CONSTRUCTION FOR A N 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN ISO OF THE PROPOSED SANITARY SYSTEM.NO PUBUC WATER WELLS ARE -�PROPOSED CONTOUR v-• "T'un Dr>Nr POLE SINGLE FAMILY RESIDENCE ONLY MAPLE LANE WITHIN zoo'OF THE PROPOSED SANITARY SYSTEM -11.0-ExISENG CONTOUR 1' ELECR;D METER GREENPORT NY 1 1944 CD 3. NO DRAINAGE STRUCTURES WITHIN 10'OF SANITARY SYSTEM Tr SIGN ' 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. PROPOSED SEPTIC TANK - a� _ 0 Fsr PROPOSED RESIDENCE C1 N (v) PROPOSED SANITARY LEACHING POOL G FIRE HYDRAM In z SURVEY NOTES: _ 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS._ (rt) PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 'WATER VXVE DATE_ 71E EF. O -21-1688 O O 2. PROPOSED SANITARY P✓PE BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE _�— E+ WATER METER APPROVED - tE NEWpo SANITARY PLAN O 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. EWE OF PAVEMENT - 1P ST 1 tD 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF ` �DN+ PROPOSED 8•0 DRAINAGE STRUCTURE ---a-- r•7 SECTION 7209,SUBOMSION 2,OF THE NEW YORK STATE EDUCATION LAW. OVE1atFi.D WIRES S. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF•THE LAND SURVEYOR'S'EMBOSSED'OR UNDERGROUND ELECTiiL _ FOR MAXIMUM OF B OOM3 * L. K. McLEAiV ASSOCIATES, P.C. NO 00 'INKED'SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES. �-PROPOSED WATER SERVICE -` r C\1 O 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF -+ UNDERGROUND GAS LIRE EXPIRES THREE YEARS FROM DPLT F APPROVAL — (.�i wNsuLnNc ENGINEERS - RT sounR cd90Yr Im.elmaXxAvot NLw YRR�K t1719 PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID F1L UNDERGROUND WATER - M CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE O COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING O 7 °'9°8d MF/CFO score: AS NOTED sheet No. ^7 INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 0 510 � Drmm By MF Dot.: APRIL 2023 aN 7. THE SURVEY CLOSES MATHEMATICALLY.RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. BUTTOCK COUNTY DEPARTMENT OF HEALTH SERVICES S J Q 8. ^ - - -— ------ - ---= --- - - - - - - - - --- - - ---- - ------`- - - - - ----- - - AOmoved BV•- RGD F9e No.23049.000 - PROJECT Helle nic LOCATION rY LEGEND: PROPOSED BUILDING PROPERTY LINE j f: .W-W W-W -W----W W-W-W---W-W-W-W----W--w-w-w-w-��w-w-w-w-w-w- PROPOSED CONTOUR -W-W W-W-W W-W w-- - - MAIN 8 25) -11.0 EXISTING CONTOUR (VAR, VIDTH) No ;A �sT PROPOSED SEPTIC TANK , PROPOSED SANITARY LEACHING POOL BrNCHMARK ELJ6.66 PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL RAG MAIL SET- IN Up. 1048 -s- PROPOSED SANITARY PIPE 0?5F OF PAP�lr�TNT - ,_''f_ \ 11151 PROPOSED 8'0 DRAINAGE STRUCTURE #347, ru N 65025"I2' E 170,00 W PROPOSED WATER SERVICE CONIFEROUS TREE 0 165.00 DECIDUOUS TREE `4"x t✓L \ UTILITY POLE 67 L 0 4L UTILITY LIGHT POLE 19 I , C�.�dIS �y �ti \ r ELECTRIC METER SIGN C) POST LOCATION MAP FIRE HYDRANT '7� WATER VALVE N.T.S. PRO SED WATER METER SILT ENCE 50' REAR YARD - - - - - - -- -- - !n- - - - - - - - - EDGE OF PAVEMENT SlffbKCI� -0H-- OVERHEAD WIRES UNDERGROUND ELECTRIC BUILDINGS:. rb 01 UNDERGROUND GAS LINE EXISTING VACANT k! 0� r- LID EX. UNDERGROUND WATER 00 LPI) PROPOSED 2 STORY RESIDENCE owlet DW3) -1 rb SOIL STOCKPILE AREA 500 SF C9 SURVEY NOTES:I �I / L _ _- - J / I W/ 4 BEDROOMS ELEV. 17.1 LAND N/F 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. 00 ROBERT & ANN MARIE VAN CLEFF 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND 0.6' 6 DEVELOPED OL BROWN SANDY 1.7 ZONE. 1 00 m LOAM 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. ol PUBLIC WATER 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 0) SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK PATIO 11 161 LAND N/F EL.=17.08 ST BROWN LOAMY STATE EDUCATION LAW. JOHN SCHOTT JOSEPH WARNE STY. 4 Sm 3.0 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE DEVELOPED 7.1 2 SAND LAND SURVEYOR'S "EMBOSSED" OR "INKED" SEAL SHALL BE CONSIDERED TO BE VALID BEDROOM TRUE COPIES. WELL WATER RESIDENCE -5.0 P't / UNFINISHED 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN BRUSH W ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY le Ito I BASEMENT THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID F.F.=17.5 PALE BROWN CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED 20'x4O' SP MEDIUM SAND 2.3 EY -POOL 50.0, & GRAVEL AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING CnAn INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. POSTN 65025,12' E - 7 15 CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT n uj 50,00 031 QI OWNERS. t�l 1 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. GARAGEFF 8. THE SURVEY CLOSES MATHEMATICALLY. F.F.=1 6.5 'N 0,1 SW PALE MEDIUM 9.0 4 SAND & Z: 50' FRONT YARD SETBACK - L - - - - - - - - - - - - - - - PROPOSED CONSTRUCTION GRAVEL 57 0 of ENTRANCE 0 u < WASH OW OJ NWA AS 8. 5 8' GRAVEL < GRAVEL WATER IN AY L.L �i 16 - SW MEDIUM SAND 1.0 LLJ 0 WOODED & GRAVEL N Li N 65*2512' E 36.5,88' Lj- O-K j 0 50.0 z -j LLj ��'REPU TED 25' *HIGHEST EXPECTED GROUNDWATER @ EL. 2.0 8" THICK REINFORCED CONCRETE COVER WIDE RIGI-�T 17F YAY -W W W W W-W W- TEST HOLE PERFORMED BY K. CONCRETE SLAB BELOW GRADE WOYCHUK L.S. ON 5/10/21 E 9 E -7 :3 SURFACE AS PER SITE PLAN x 375,31' a *c", LAND N/F m TEST HOLE S 65"25'12' W 240,861 JN�73 JOHN & ANNA GIANNARIS 2012 REVOCABLE TRUST N.T.S. LAND N/F DEVELOPED PRECAST CONCRETE MARCEL & PATRICIA IDIART PUBLIC WATER CHIMNEY DEVELOPED to WELL WATER co 11111 [3 C1 C9 ED EJ C�:] SITE PLAN z V�411 0 13 12 C9 C9 0;9 E��l SCALE: 1"=25' 1:312[310 0:0 Efl Z) 11111 8" ADS DRAINAGE PIPE 0 25 50 9 A Cl IN m C9 0�9 6" ADS DRAINAGE PIPE FOR < ®®®10 ® L) TgENCHIJ)RAIN-ONLY,,r--- Feet 13 0 0 19J E� L--,, < z R 91 < 12 121 C0 ROOF LEADER 13� %W.V 0 mom 0 VP T 2 7 p023 TRANSITION x [3 C9 In Lu N EE CAST IRON CLEANOUT "T" Tn CL mcom 0 BRANCH WITH BRASS OR < 1:9 77 r,?- n BRONZE THREADED PLUG a Cd Oro. 4" CAST IRON PIPE 1% MIN. PITCH- GRADE Ic CLEAN SAND & Cn STORMWATER DRAINAGE EROSION CONTROL NOTES: I GRAVEL FILL. C11 GROUND 00 CALCULATIONS: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED 0 AS A MINIMUM. WATER REQUIRED DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SEDIMENT ON SITE 12'-0" Mir. 8'-0" Diameter CLEAN SAND & (2- RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES SILT FENCING GRAVEL FILL. DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR CURING THE to IMPERVIOUS (ASPHALT) = 2,000 SF COURSE OF THE CONSTRUCTION. C=(2,000 X 1)= 2,000 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE 8" ADS Cn 9WLIE "12 TYPICAL SECTION @ LEACHING POOL (DW) 2,000 X 2"/12" (RAINFALL)= 333.33 C INSTALLED PRIOR TO DISTURBING ANY SOIL AS DIRECTED 13Y THE ' 0 SLOPE @ 1% n ENGINEER. THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS SCOW Nm . . .......... Wz; :D PERVIOUS (DRIVEWAY) 1.300 SF AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED C=(1,300 X .3)= 390 --h BY THE ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF V 4 ROOF LEADER DOWNFALL DETAIL PROPERLY TO AN OFF-SITE LOCATION AS IS DIRECTED 13Y THE'ENGINEER. 8 u I kt.�11, 390 X 2*/12" (RAINFALL)= 65 CF < 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL 01 N.T.S. 10/27/23 FP CORRECTED BUILDING ENVELOPE AND PATIO CFD PROPOSED DRAINAGE CALCULATIONS: SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AN.:) APPROVED 0 0 a 0 BY THE ENGINEER. "9 9/8/23 MF ADDED SETBACK DIMENSIONS TO HOUSE CFD 04 E STONE DRIVEWAY (DW1) 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAJIN FOR THE DURATION PERSPECTIVE VIEW DATE 10' DESCRIPTION APPROV. BY 62 CF REQUIRED OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. BY 8 DRYWELL= 5 CF/42'0 6 .25 CEZYF= 1.54 VF PROVIDE: (1)80 LEACHING STRUCTURES 02' DEPTH 36" MINIMUM 2 x 2 REVISIONS C3 \Z.N ENTRANCE FOUNDATION FENCE POSTO O EQ-Qf (DW2 & DW3) OF COMPACTED 3/4-STONE BUM OR N.Y. 333.33 CF REQUIRED STATE D.O.T.APPROVM R.CA FILL TO 18' 7 MAPLE LANE 0 (Min.)ABOVE EXISTING GRADE FOR WOVEN WIRE FENCE- _IDRYWELL= 333.33 CF/42.25 CF/VF= 7.89 1-1 PROVIDE: DW2 (1)80 LEACHING STRUCTURES 04�DEPTH (6 x 6 - 10 10 WWF z 0--,-SAND BAG GREENFORT, NY 1 19 44 0 DW3 (1)80 LEACHING STRUCTURES 06' DEPTH FILTER CLOTH f C, E `0 (ADDED 2 VF FOR POOL BACKWASH) PLAN VIEW C IMPERMEABLE 0 r-) O O-SHEETING `q '1--1 A A PROPOSED RESIDENCE EMBED FILTER CLOTH -------- C;j < MIN. 6" INTO GROUND SECTION A-A STORMWATER MANAGEMENT SITE 0 O 1:1 OR FLATTER OF ENTRANCE FOUNDATION OF COMPAC1ED NOTE: O SIDE SLOPE STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.CA R 0 A D A. PLAN < 3/4 MAXIMUM DRAINAGE AREA ELM IL PLAN DATA : SILT FENCING=: PILL TO1130(Mfn.)ABOVE EXISTING GRAM FOR DRAUNAGE. 1/2 ACRE / 100 LINEAR FEET N < SITE_T E 0 n CONCRETE WASHOUT DETAIL L. K. McLEAN ASSOCIATES, P.C. SPEONK LAND DEVELOPMENT, LLC CROSS SECTION SECTION DETAIL N.T.S. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 OH /SED MAPLE LN., EAST MARION, NY 11939 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No.TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE DETAILS ANY PERSON FROM ALTERING ANYTHING % THE DRAWINGS Designed By: MF/CFD 1000-035.00-05.00-005.003 SCALE-- NTS SLML Nm AND/OR THE ACCOMPANYING SPECIFICATIOI`S. UNLESS ITS Scale: AS NOTED UNDO THE DIRECTION OF A LICENSED FROFESSIONAL (n ENGINEER. WHERE SUCH ALTERATIONS APE MADE, THE :D SITE AREA: 41 , 156 SF /0.945 ACRES PROFESSIONAL ENGINEER MUST SIGN, SELL, DATE AND Drawn By: IVIF Date: JULY 2023 u DESCRIBE THE FULL EXTENT OF THE ALTUkATION ON THE DRAWING AND/OR IN THE SPECIFICATION :NYS ED. LAW 0 LIMITS OF GRADING: 21 ,870 SF /0.50 ACRES SECTION 7209-2). Approved By: RGD File No. 23049.000 -. �.. x- _ __ �. . a, , - " , . • (,( l "I 1,' SURVEY „ r ,; , : , , F, , , (.u1:1, D�CRIBEDTJ WWPERTY" �. - r I ' lls,- �T 'I 'll I . . , F GREBNPORT` . . . ,. ,• , / ,, 1. O 7 HOLD TOWI�1 OF S U SUFFOLF COUNT , EW YORK ;.... -, a , , . , - - , W , �:� AREA SQ# OR 0.9 ,5t ACRE ,< , ,: _ , F, ( , , I : .. . a , , _ =LEGEND R a" - s:, .; : .. �:;:. n l l ',>CgNIf£RtIUS.7RmE: .N :, ,.. - :a. .. .".1.. u .R, "25?DAD tS 1N, ,R y :_ y., ,., r , s..,-. , - ,.- --VAR. WIDTN3 , =r, ✓'" -„- , . ., F r , O / ,WTI'Ll M'F ,. . , , ,-,,.. _ .. , ar6Y at691 :... ';w, , :,.YYd.W.. r �,::' ✓. -I , ,, , ', �� Y�_ : ,,,�. - t ria_Tr cic11>."'vaE .. / •^'Y - • , " - ,. /. ,'.'aWUA KIta FCECTR7e.M£TEX� r,z,= 11 . _ 11 v:aa� , wm— ,, rsi-�. ` :..„b o " ..aces r% n:€w: �' , '�. 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GP I �I m "'.:-."'�a,.,d ..�:°,:'Lw'"°'.mm."°aaq... � Te D,L,w I } II✓�� 1 _ rmyw, g ❑ HDwIcwN I I I! Daeoe. ? PROIECP. i FISCHER o SEPTIC DO/a-atn'' vw R' 670 KENNEY'S RD SOUTHOID,NY 11971 JLL' DRAWING TITLE:_ U NOTES L7 Z E �' �\��f�/�}I � $I 1 [� y .••C 10 � �" SRE INiORMATION SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL H.S.REFERENCE NO.:R-22-1593 PAGE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 21J2J SP-101.01 APPROVAL OF CONSTRUCTED WORKS FOR MAR 3 0 � — _ A SINGLE FAMILY RESIDENCE w ("KeNr7er's ROAD �J/ DAle 01/30/P5 1 OF2 ?�• mairve vie -� Date zrzsrzs H.S.Ref.No. .R-22.1593 ------' -e..�z�._.I_,---°'__________ __________ The sewage disposal and water supolyfacilit'es at this location have been Building®epartmen __________-__ ______ ___ inspected andfor ceillfied by this Department or other agencies and found r s to be satisfactory FORA MA%IMUh10F 44 BEDROOMS. m Town of Souf id 0 510 25 50 95 100PIFZN JQUATHAN PAT,P.E,CHIEF I ' oa11M+0? Offlce of Wastewater Manger,ent ;i SITE PLAN 6RAPHIG SCALE OF Nf� ArNOTE, EXIST SEPTIC SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FINAL AS-BUILT SURVEY ST I A 18'1 64' APPROVAL OF CONSTRUCTED WORKS FOR OF LP 3 s z' 71' ASINGLE FAMILY RESIDENCE DESCRIBED PROPERTY LP 4 61' 30.5 SITUATE AT oate2,2s,z5 H.S. Ref No. R-21-1688 _ GREENPORT The sewage disposal and water supply facilities at this location have been TOWN OF SOUTHOLD inspected and/or certified by this Department or other agencies and found SUFFOLK COUNTY, NEW YORK to be satisfactory FOR A MAXIMUM OF-___4 BEDROOMS. p AREA = 41,156t SQ.FT. OR 0.945f ACRT; f AI, PE., CHIEF LEGEND Office of Wastewater Management G B G - a G G COO • ••••••••• •SANITARY CLEANDUT (S) • ......••• •SANITARY MANHOLE MAIN RIJAD (S.R. 25) E) ' ''''''''' 'IRRIGATION BOX (VAR. WIDTH) -CONIFEROUS TREE xlb.b xlb.8 x171 x17.7 x18.4 x18.9 xr9.6 x20.! x20.I '''''' ''' 'DECIDUOUS TREE -a . ......" ' -UTILITY POLE BENCHMARK EL.16.66 NAG NAIL SEr UTILITY LIGHT POLE IN UP. I346 ,,,••„ 160 1&2 16.7 17.b E OF PAvrw_Nr 19D 19e ® ELECTRIC METER x x ROUTE CH_ 16.3 CH O+ -1e.2 xARx DH£R�' f346 SIGN 157 N 65'25'12' E 16.6 _ _170,00' 1717 x1s.o x19.3 HM U •••••• •PDST - - x --- - - - - - - - - ........ J x17.7 4'x4' van I _ - KM c�"'-POSr VTALL 165.00' FIRE HYDRANT 16 x 1 D~4 • ......••• •VATER VALVE 16.r, 16 6'srOcxAl>E FENCE I x x8 a 1 ® . .... .. ... .WATER METER r- x60 x x x x x x - - - x � 1 ^' 61 x ' 1 x rb7 162 x I EP . ......... .EDGE OF PAVEMENT x1�6..1.� '/•rir�r�r�r�r�r�r�rr�•r�r,rir�r�r�. 159 x I VV • ......••• •WINDOW WELL vLl7DED 'x `' w I CIE• ••••••••• •CELLER ENTRANCE 3- " x 1 ` TV . ......... .TOP WALL xt64 x EDGE OP VWBS i ` X17w• •.••••••• •SPOT ELEVATION `h, CK "= m x -al . •••••• ••• •OVERHEAD WIRES % a I ) -E-• •••• •••• • •UNDERGROUND ELECTRIC 4C�i3 O x a, N 1630« I ,11= x 1 N Zi -G- UNDERGROUND GAS LINE ,, PROPANEa ~ x •n� TAWS DRYVELL ' I 30 j �'' x 1 \` NOTES -22.0 3•-1 (`J PAWCOOI --' i Extsr• 1.sJ x 'rr FILTER 1 SEPTIC 1 4 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. „ w I WTEE ww \ O \ x I 7 CL 2. BEARINGS SHOWN ARE 1N NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, I`0 dr ELECT. I B 1 NIr Q LONG ISLAND ZONE CO � ON 170 AiC' V/V g I �� ANN MARIE VAN CLEEF � 3. ELEVATIONS REFERENCE NAVD 1988(GE01012A). N x`•�?" -------- l�l 16 x4' � • .31 _.. 17.6 r '" 67 56 N al 2L4 ^. L 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEAR. 1 I T 16.8 SSVITC Y a F x 161 i LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVI,CION Z OF THE D Ti. w 56.9 1- � _ ON POSr 2 NEW YORK STATE EDUCATIONLAW. 16.5 1 In x-_�i ---.L � m 2.0' 31, } 18.3 n17.e 17 41 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED KTTH AN ORIGINAL OF \ t 8EL• '� THE LAND SURVEYOR'S EMBOSSED'OR'INKED-SEAL SHALL BECO.VSIDEREDTOBE I d f 42 STDRY AMEyg • VALID TRUE COPIES r 1 BUILDING 2 N J-490- -�_�w © 1 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THIS SURVEY lR'ASPREPARED IN m x 4 RIM=728 2' ' ` ACCORDANCE WITH THE MSTING CODE OF PRACTICE FOR LAND St,hRVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND �' { 9.3 ' SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM CL'RIC. � �16.51 __ POsr N 65#2 '12r E t6 5 ` ( ^ ' VALL VrrH N THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMP4 VY,x 1 = T4; ALISIINuvI I� RAILING e I J�O.00' Lj I a; GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREMI AND TO THE % ! a 2-CAR w ; '! (/� ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE to 16.4 x 166 {; GARAGE { f `a TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. "T 16.5_ GF EL. OF CLiiii I _ tb S9 2_V•16.55 116,47) 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. tjI x __111 16---�8 416 46 w B. THE SURVEY GLOBES MATHEMATICALLY. �f� ti I 17.7 1 RKOUT I I `� 9 LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFOREANY KCAVUNDERGROUND U77LMES F SHOWN ON THIS SURVEY ARE FROM ATION O x a i I BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, 3 , �YVELL I�' !0.OLIAD 14. x N.5 SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. I 10. THIS SURVEY WAS MADE WITHOUT 774E BENEFIT OF A TITLE REPORT SUa ECT TO i:��q J A ' 2 1R1BDE3 x 3 j- I �� __ N 65'c�$'It�' E 36`BBB' ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED Tt E2E SEARCH MAY ti __ Z a 1 GRAVEL DRIVEVAY G REVEAL fr,¢Q , fry O 1 I A. GRAVEL DRIVEVAY CA q 1 All VITH BRI K EDGINGq rccaz R_tPUTF,jI 25' WIDE RIGHT�1F WAY Ex1sr. VATER L1NE x17.7 cU N I 43N V Y V V V V ---^-- Q Z x nl _ _ x ra s x- x- §-8-x 8, x I e -- ----- -7 '_ S 65.25'12' V 375,31' v� Y { � •� �-'� j'�%jam �•\•`/'\ ►mN S 65.25112' V 240.$6' ROv OF ro'PDV£s a417J t I N/F I ANNA GIANNARIS 2012 REVOCABLE TRUST 8 IJOHN GIANNARIS 2012 REVOCABLE TRUST \ DATE BY DESCRIPTION APPROV. BY NOTE: ALL BURIED U17LMES(WATER,ELECTRIC/TELEPHONE AND GAS)SHOWN ON THIS SURVEYARE REVISIONS BASED UPON AS-BUILTINFORMATION PROVIDED BY THE OWNERIDEVELOPER OR THEIR DULY ' t Town of Southold AUTHORIZED REPRESENTATIVES(INSTALLER)MEASUREMENTS. I Suffolk County, New York 242 Maple Lane Green port, New York oF NEW 1, FINAL AS-BUILT SURVEY ~PPP L. SI/ 0. GRAPHIC SCALE <<�q* L. K. McLEAN ASSOCIATES, P.C. hereby certrfy that this map was made from an actual survey ;.; , , CONSULTING ENGINEERS & LAND SURVEYORS t;� SUFFOLK COUNTY REAL PROPERTY TAX MAP 30 0 15 30 60 120 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK DISTRICT 1000 - completed y e ,� Sheet No. b m on 11 2/20 . SECTION 035.00 /� �!�} 1 ' �� Designed By: J.P.L./N.R. Scale: 1 = 30 BLOCK 05.00 ,.._!aY1LCrt CI,.•,. �, 7y L,ti��'i'•t,c^-� '�� 050528 LOT 05. 003 ( IN FEET ) �' Drawn By: D.M. Date: 12/10/2024 1 1 inch = 30 ft TAMARA L STILLMAN,P.LS. tr�j� PAR3049000 4600 NY25 Greenport\Survey Dept\DrarJngs\23o49.00o Fbwl As-bu t.drg 12MAPOP4 JAIR AN Tamara Sftman NYSPLS No. 50528 Approved By: T.L.S. File No. 23049.000 1 (- - - - - - - - - - - - - - - - - - - - - - - MAW ELECTRICAL � . . _ ,.. _. . ....... . ... . .. .. .. ^\, j T _ ? I LELEr-TRIGAL 5ERVIGE TO PANEL AT DWELLING a S mp Y p FUJIGLEAN ALARM/C ONTROL PANEL ! w J 1@ ' I ❑ I s N m3 14 MAIN BREAKER 3 04 1 C Y m 10Us � I f%fib A DEDILATE A AMP 107 SIN6Lf:-PNA9E / i" j Cnq. ,D4 DR,NODQ V RGVIT SPEAKER < G f Ito � Do6Y'r�m •• 1 I I 151 -•--'------- ).. wnn -------- 1, 152 --'--•-- , IT 112 mR I' m 157 I D9A.0 g ,orx m.m w. ; 4- LD 113 !mi �. 156 I r Ip_flpp _7J © -�,n % 0 7 114 155 1 ' I I Ili 1 ITT 1 I I ) H5 a R6 "S v 157 ' I i i I BPANDI(SRWR PRO Em�pN,OhRCON PADTECIION, - _ % '+' S IN,�,uu rm ' 0O I I m 04CON1FCT AH7 0 WFAd1RRENf PRmECiINY I « S 117 L- 4lC01DG fEEOER CNCINf Pfl0rDE0 Bf mxT,s llB 159 j 1 �� I �' { AND-1FGf BE SPED 7ECOR0PID TO PUNP/1�TOR I - ,•.',; P.... -- -. i L --------- ----�. I wMUPAcnNNcsPECPIUTDMs - 119 60 Si 120 $'- ---------- f--------- W ! `--------1 ' CA-17- 163 161 1 j f ,zA ,o,,, j 163 , 1 e! e o ! - ,��_.�n,�,..•`Y..�„.;,1 ;m�aP,—. �A~s � 125 166 i I M1, 1 ND PROW BY 00 ks 167 i [CIDDiIIMOST IE Ill mul Fm tECfm RIPS 127 ISO cosc I eg ,»mom vnm 170 I TCIPCRARIE RATING IIIPIELO INSTALLED[Dm1EiD6 MAT t AT LEASTfA0 DCG!. In 171 ! (60 DEG G I.TERMINAL STRIPS AND GROUND UG USE COPPER EINDIICTORS ONLY. in p 7 172 CONNECT GRDIU COS IN PANEL TO A SEGO E EARTH fAUND I �� / ! �� -• AAwnv 173 GASHED CANES REPRESENT F1I11 VRING I sEcnoN LEcT*NmvleN 2 13 v 1 11M -- --_IIILD YIRIW SECTION_.J ; FUJIGLEAN SINGLE LINE DIAGRAM FUJIGLE AN GENS I/A OWTS DETAIL 1 . n¢ar 8 wctwi i°r uv+x°-rvian,n >crew y w...�� PROJECT-. „ ISCHER SEPTIC 670 KENNELS RD p SOUTHOLD,NY 11971 B: _DRAWING-TITLE; > w / WIRING DIAGRAM SYSTEM DETAILS COUNTY HEALTH DEPARTMENT APPROVAL H.S.REFERENCE NO.:R-22-1599 so°rt•eme«+u rare PAGE: SP-102e01 os.6Lp, �y.�oN DAlE 01/30/25 20F2 0 t 5EPTIG SYSTEM DETAIL ) GLEAN-OUT DETAIL FOFNE� L. K. McLEAN ASSOCIATES,:P.. LETTER OF TRANSMITTAL CONSULTING ENGINEERS ''f%DATE: 10/27/23 1 PR01 NO.: 23049 437 SOUTH COUNTRY ROAD 0 C T 2 7 2023 ATT: Nancy Meyer BROOKHAVEN,NEW YORK 11719 RE: 4600 NY 25,Greenport NY Revised Site Plan as per Comments TO: Town of Southold 3�1F1.• 13'Ss DE PT. Building Department s 54375 Main Road,P.O.Box 11 Southold,NY,11972 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 X Other: Check Copies Date No.Sheets Description 1 10/27/2023 1 Signed 22x34 Revised Site Plan These are transmitted as checked below: 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: Copy To: LKMA File Signed: Fotis Papanikolatos I A � � I A-6 NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION 60N5TRUGTI0N 6 4° 2'-T 101-6 1/2" 7-10 1/2• O CODE OF NEW YORK STATE RI015 COMPLIANCE: This Wilding was designed and shall be constructed to meet the 2020 ECGCHYS. Both RE5check N5. Depo'tmeni of EnerctJ and REM/Rate Maresca)computer PROVIDE RESERVED SPATE IN SERVILE PANEL TO CODE software was ut111tz to demoretrate ravpllonce. All _ FOR FUTURE SOLAR ELECTRIC INSTALLATION[TI03.4] I�fOOD STEPS V madatort pro Ions of the 2020 EGCGNY5-Residential Prrn4slore are h force. R10522 WRITTEN STATEMENT. To the best of my krnwledge, WALL LINE 8,-0. O belief and proFesstonal Judgement,these plans cortply with the ��N P•�� LL Energy Code. Furthermore,as a RAT certified rater O.D. o x� 1 No.261434T),1 certify that these plans comply with the Hone n ATTIC PATFt•MAY FOR SOLAR ELECTRIC'(TI03b1 5,er•gy Ratag System(F�LS)prog•an. A sl d cerbficatbn �t 1{% INSTALL 2'm VERTICAL SGHEJ7ULE 80 PVC CONDUIT oP carpltmce wHYI the N9Z5 progam IT�aL will be submitted ,^\,�•/{ THROUGH ALL WALLS TO ATTIC,WITH TEMPORARY PLU65 PIG 4 �' of the constructed building to demonstrate compllarle. tv'v OR CAPS AT EAGH TERMINUS(E3SO23.21. uN7 tt1 •��c(l- 12301J CLIMATE ZONE, 4A Suffolk.NY I L_ -IzJ Bd N \1 I +- l5xll.2_>y VL R4012 GOMPLIANGE, This protect compiles with 2)Section R405 I ----J OW 1- iv_ J EntGibYFER DE r n -Sanulated Pefformmce A fermatas,dill the provlstore of _ r r- u �< C' U- Sectlore R401 through R404 labeled°Miadatory' R'-10° I .I . < •• M re uYamICA I EXTERIOR - a�t�y Q A R40f3 GERTiFIGATE, Builder to post per Code. __ ___________�_�ARD IR312.11_____ _________ _ I I KITCHEN -u,'I INTAKE r R402.4.1 Tt♦£RMAL ENVELOPE. To be tasted t verlfled to 3 p C___ ______________________________ _________ _ -I I 23'-4' IL O AC.H by HERS rater. See Table R402.4.1.1 b plans. R402.4.2 FIREPIALES. Factory WIIt with UL 127 doors. LI R402.43 FENESTRATION. See windoWdoor scheduleB _ NTEN E D ui _N R402.4fi FUEL-EURNIN6 APPLIANCES: All room heating and O O 4'-4° i,-0„ as I BREAKFAST FAMILY ROOMhot water heatingappllances to be direct.vent wlth both as auQOI� erAlalr�t pipes.retailed contiwous to the e. I '•LABELED 36' -'P R402.45 RECES'�L16HTING. (Grated and lobe as O f1OTE.W-O'CEILING HEIGHT Flavinq ofaC�akage rate of not greater thou2O cfm O O O /THROUGHOUT FIRST STORY ppee Code FACTORY-BUILT KR4025 MAX U-FACTOR t SRSC, See wallow schedule. ELEG.PANEL 2S cfm CONi FIREPLACE[RI004jR4031CONTROLS, See plane for thernbstat InFornatlon, iv ITO ERVProt 'R40332 DUCT SEALING, All duct tomts shall be I II [MI505.4] MOOD�MO5� !� IL mo,har lolly fastened and sealed with duct mantle f---------------1`�� sealant. Apply mastic to drat seams. I 1 ' a THERMOSTAT R40333 DUCT TESTING, A d:ct alrleakage test is not li i 4 LVL FL (3T OtY- roqub•ed under INS CAVITIES, I and 2. I .I a c (2)-2x10 R40335 EIILDIN6 CAVITIES, Framing caAttes shall not tz 11 I o F used as ducts or plenans. 11 I R403.4 MECHANICAL SYSTEM PIPING INSULATION- Irraulate I I mechanical system pphg carrying hot voter tom Q II I 4 v 4 O 36'6UARO(R312.1] R-valus of rot less than `35.I HEATED SERVICE HOT WATER(S"CIRCULATION li I V' HEAT DETECTOR 2+10 ,h SYSTEM, Not In project. II I m 36'RAIL.6 PDR in I 4 =Bb MECHANICAL VtR1T1LATIOW ELV continuous O i i �'+ I _ <IDN ventliatlm system specified In the plans exceeds the II 1 4' 4'-6° U 10 R minivan efficcaaGcyJ of .2 cfen/wott. I I ax4' ST" R403.1 HVAC EQUIPI•MENT, Sized In accordance with ACCA I I K PO m Marva1 J and Manual S. II I SELF-CLOSING 20-m!n _ - - R4038 MULTIPLE DWELLING,5Y5Tt3.15, Not applicable 1L_______________J F.R.DOOR[R3025.1] 2sTo 20 cFm a:oftr.TO ERV R403.9 SHOW MELT, NoY at protect. a ------- [MI505.41 m GL 2� 36'6UARD IR312.11 i R403.10 POOLS AN SPAS Not in rout. ry __--_---- ----- _ p t N = F3-i.TS x 4 LV' D@O- HDR < R403.1 PORT'st qO% rmmentotly tstparl;e t,fur'es. If___ ________T ESi6 - 2'-b' 2'0' tt l m NO WALL R404 LI6HTIN6. Builder to hs.,high-effk!ency lamps b at I I c1 tr N II I INTERIOR GARAGE WALLS: in R-15 GATT INSULATION S m R405 5IMULAT®PB7FORFMNGE ALTERNATIV5 This method was i I I o 14'67PS1JM BOARD Q / CU 0 I D HDR 1 used to show compliance with the 61er'gy Code. RENRate II 1 _ O J software was used to model the Wlldit,perFornlace �ARA6E CEILING: 2020 IEGC Energy Cost Corpllatce report praWded with 11 I &GYPSUtM BOARD a_ PINING ROOM DETEECTOR(TYP) 1 ,t z N o i LIVING ROOM .r Permit Appllcatlon. RExheck was used to model the Wlldtng Q I 1 4 (TABLE R302b] r xl peffomlarce based m natronai standards-see RECcheck `D li i ~ '" FOYER - Q Gaxryallanca Gertlfkoha and Inspection ChecaJist provided with II 1 4° Permit Appltcatbn. O Ii • 14'-0• HAZARD _ [R3O5.4]'m_". I 11 1 ll- m ll iLJ ttd 1� i 24'_0' O ryl 1 a• �[�` OT Xl6 _ J I } W v 56 z:z z_ z g6 $ `1�5 (IbTi L, HEADE jG'h - - l m �- Q H __ _ __ ` SEE PORTAAFRA131NGYDEN. O (7Jc2x12'. ,RA.6. 1 "1 t(1 M0.0..ZZO iv 3150 3°5° O .a1%( -I°"I°5L v Q / O O 2)e1-15 x I%V TVi FL -,1 x� L�VL � ORGH ° !2)-3050 5/4x6 DECKING Q (2)-3°5° O O � �O _0< 2: O q._2. O 2'si° O TABLE R4AND IN ULA1 x P T in AIR BARRIER AND INSULATION ), ii Q INSTALLATION !l31�zx 2 t (E161NEERED DESIGI•U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION -- •�------- ---------- -------� 1 --� CRITERIA f! A cont nUouS an Ramer snail be installed In the Wilding envelope. +''�•q•..: '•"^ Air-pemleame insulation anan net De used as _€OOD 5€PS f� ('„/••';.., General requirements 7ne exterior menial envelope colEaulsa E it:•�••""'••'j it•' ¢> continuous alr .Darner. asealing maternal Breaks or Imsin me alrEamen shall be Sealed 24'-4` I5'-2° T'-0" IS'-2° •aft= / lrif The au Damenn any dropped ceilingrsomt0aUee "Zt^�r'q, '`• aligned with me Insulation and any In air The dropped cei!inglSOEd 61'-8• fh•Ir� �•�,''r%� Cei!In latoc Da.let shall be sealed. r l�r•I,,;;r g shan De aligned with the alrnarder. •r " Access openings,drop down stairs orknee wan dam to unconditioned attic soac es shag be sealed r •�`:I ,.� / I TOV4N COMMENTS I z — — — — — — — — — — — — o ,� IJ OCCUPANCY OR ' ' THE — AURORA ' ' , APPROVED AS N ED a - - - - - - - - --- _ --__—__ , - - - - '.��E S UNLAWFUL D �.3 �, O , z - w - SKY PLAN IS OUTSIDE ATE. Q f � 5KY PLAN IS OUTSIDE Q �, I�_�l��I ( B.P.# r ) °- 8 - - - - - - - - m ---------- - I m = - - -- -=--1 VISIBLE DRAWING AREA �ITMUT CERTIFICATE FEE`�5{S0 BY; O `r VISIBLE DRAWING AREA N �uJi - --- - _ - - - � s 0 C U PAN CY NOTIFY BUILDING DEPARTMENT AT u- 631-765-1802 8AM TO 4PM F R THE ' LU O AVERAGE ELEVATION OF �HE i= '` k --, °' O AVERAGE ELEVATION OF THEIg I-� � -- ' ��' -- " �.�° ---- -- -; �, -� A QUAL I TY NEl/�l HOME MODEL �Y -.._...,,....,. . FOLLOWING I .. EXISTING NATURAL GRADE p EXISTING NATURAL GRAIbE s - - p T 1. FOUNDATION INSPECTIONS A'7JAGENT TO STRUCTURE = 15'-3" ----------1----- - -_-_------------ - - - - ,_ - - - i ADJACENT TO STRUG7IJRE.--151 3'- ------- ------— ION-TWO REO IRED N Z _ - - - - --_-- -- - - FOR POURED CONCRETE' -�- M01� N 5 HOME �U I L17 S, LLG COMPLI VATH ALE.COD"-S 0" 2. ROUGH-FRAMING&PLUMBING m 0 WEIGHTED AVERAGE I I I I 1 1 I 1 „ WEIGHT)=D AVERAGE J L j J NEW YOR''STATE tA 70WN Cp0[S 3. INSULATIQN o I II 11 I II II I I II I II I E71 ELEVATION OF THE EXISTING L_J -, ELEVATION OF THE EXISTING ! N i I NATURAL GRADE GENERATED I 1 _ `-_ i - 1 NATURAL GRADE GENERATED AS REQ�UI ''ONO ® S 0� 4. FINAL-CONSTRUC710N U$7' _m BY THE ENTIRE LOT = 16'-8' I ----------------------------------- ---- ----- J -------- 1-- ------ --- - --J BY THE ENTIRE LOT = 16'-811 ��wi?n BE COMPLETE FOR C.O. 0 S4lJirDZQ�ri;l 3107 ALL CONSTRUCTION SHALL EET V= �® tan REQUIREMENTSOFTHECODE OFN # LU Yam'AM I I ) LAV4 - S I l�E ELEVATION PN1rRAM I I7 LAN - FRONT ELEVATION DEC ��►� PORK STATE. NOT RESPON IBO FO �j - _-j 15•Y.s. DESIGN OR WNSTRUCTON ORS OOCC SCALE: 1/16" = 1 ft SCALE: 1/16" = 1 ft $OUii!3101 Id SCN� DO NOT PROCEED WIT i � FRAIL".ING UNTIL SURVEY RETAIN ORM WATER RUNOFF OF OUBEEN APPROVED'N � PURSUA T TO CHAPTER 236 OF THE OWN CODE. O -- TRUSS PLACARD1NG REQUIF ED - - - -- —- rqrc reparation -- — ' q sired CS per .. .. .. TVs Code PLUMBER CERTIFICATION ON LEAD CONTENT BEFOR ' All exterior lighting CERTIFICATE OF OCCUPANCY Install d,replaced or SOLDER USED IN WATER repair d shall conform SUPPLY SYSTEM CANNO to Chapter 172 EICEED -9/10 OF 1°o LEAD - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - __---- - - __--- _ - - - - - - - - - - - - - - - - - - oft. rTwwnCoc'e PLUMBING ALL PLUMBING WASTE Uj r &WATEP _.. TEST, G BL 0 FE `giv o Dj er doo: - - fin duCtworIC — ,r re uired. Must provide Manuals Z test! �, D J and S as per FIN15HED SEGONO FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - _ - YSEner Code LU U WQ - - - - - - - - - - --- -- - _ -- _ --- — --- -- - 1 L1 m z 0 LU Z [A Z wz z toFLOOR AREA TABLE LU o � � o --- SECOND FLOOR 1,202 sf 0 } < I GARAGE 552 sf (� t0V p Q N BASEMENT 1=6 sf d p v PORCH 241 sf < LIVABLE FLOOR AREA 2,41-7 sf Z FINISHED FIRST FLOOR O 55 FLOOR AREA (CGFA) 2,a641 sf •� - - - - (INCLUDES ATTACHED GARAGE AND C, DOUBLE F.A. FOR SPACES >15 ft) - CONDITIONED FLOOR AREA FINISHED GRADE ` ,• ' .• °. ..• . e j .. • ,�.. . .. • • • � ,6 "• ° �` _ I I 3 43 sf (INCLUDES BASEMENT) ` '" I I I I I I I I I I I I I INFILTRATION VOLUME 40,000 cf a (INCLUDES ATTIC 4 BASEMENT) " I I i t I I I I I I I I I I ;Z ` e �, ttt I I I I i I I I I I I I I I I I I I I I ,-�'�� •"',,� I I I I I I I I I I I I I I I I I I I I '"` •��,,-��° I I II I I I I NDEX TO 17RAV41 NOS ?u23 E► IVERE(�•,S'P 1 L —I L L — —1 I— J L I COVER 4 ELEVATIONS DRA ANO No. D 4 I I FOUNDATION PLAN A-2 — — — — — — — — — — ——— — — — — — — — — — — — — — — — — — — — — — — L- — — — — — — — — — — — -L - - I- - -� FIRST FLOOR PLAN A-5 L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L- 2nd FLOOR PLAN A-4- - - - - - - - - - - - -�- - - -� - - - - - - - - -� - - - -I- - - - - - - - - - - - - - I- - - -�- - -I WALL BRACING 4 ROOF PLAN A-5 to SECTIONS 4 DETAILS A-6 O d NOTES A-7 --� TJI-DETAILS A-8 FRONT ELEVATION m SCALE: I/4" = I ft fj QtL < I m Q OO O Q 0 5.25 JUOL DA OL O Z J M ❑ ❑ ❑ FE z =1 12 Q 5.25 1 (� ----------------- ------------------------- ----- ----- ------------ ------ --------------------------- --------------- ---------------------------- ------- ---------- l-1------------ - ----------- ------ -- - -- -------------- IL 5 - m 0000 0000 DATE: SEPTEMBER 2025 - - - ------ -------- ------------ ----- ---- -- COVER 4 ELEVATIONS SIDE ELEVATION REAR ELEVATION SIDE ELEVATION DRAWING NUMBER SCALE: I/8" = I ft SCALE: 1/8" = I ft SCALE: IVa" = I ft A == 1 A i A-6 235# ASPHALT SHINGLES;MIN. (4)-FASTENER5 PER z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE 24'-4" 31_4 No. 15 ASPHALT FELT UNDERLAYMENT [RG05.1.1] V EGRESS WINDOW WELL 1'-5 1/2" 14'-8 1/4" TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j 8" CONCRETE STEM WALL ON SELF-ADHERING POLYMER-MODIFIED V 16" x 8" P.G. FOOTING 2x8 [UG3B] P.T.LEDGER BITUMEN ICE SHIELD BARRIER [Rg05.1.2] Z PROVIDE FALL PROTECTION I- - - - - - - - - - - 1/2"�P x 4" GALV. LAG SGREWS AT 16" O.G. 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 0 4'-6" (TYP 3) P.G. FTG STAGGERED [R501.a] 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES �f(u� - - - - - - - - - - BASEMENT ENTRANCE STAIRS F 7 F _ _ _ _ - 1/2" STRUCTURAL PANEL SHEATHING [Rb03.21LL 8" REINFORCED CONCRETE RETAINING WALL r I -1 .(2)-2x10 P.T. GDRL I I R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION 0 #4 REBAR AT 12" ON-CENTER EACH WAY Q I I L �� --t STANDARD HOOK AND LAP INTO I6" x 8" P.G. I - - I = F ° DEGK m I F -1 I = O . FOOTING. 2" MIN REBAR COVER I OI I m O SOLID WOOD BLOCKING z ABOVE X N - 1 ---I - - - - - - - - - N - - - - - - m - - - - - - - L L CEILING JOIST Q m Ed - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - I N ° - 17'-10" 5F3 CASEMENT 2a36 CASEMENT I DRIP EDGE [Rg05.2.8.5] (Z EGRESS WINDOW 10" POURED CONCRETE FOUNDATION STEM WALL EGRESS WINDOW I Ix8 WOOD FASCIA # �J VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. I r 1/2" GYPSUM WALLBOARD `t II" T I � SOFFIT VENT 6i/8„R I I IY4" To 43/4" CONCRETE COVER FROM INSIDE FACE I ly HORIZONTAL REINFORCEMENT: #4 REBAR AT IS" O.G. I DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID (K - - - - - - - - - - - - - - - - - - - - - -� I TOP BAR WITHIN 12" OF TOP OF WALL I MINIMUM 24" LAP SPLIGE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER `q I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING I L- - MANUFACTURER'S IN5TRU6TION5 FOR HIGH-WIND -- - -- I EMERGENCY ESCAPE d RESCUE OPENING MINIMUM 3'-0" BELOW GRADE I AREAS AND TO RESIST A MINIMUM 28 psF 6" HAD IL R311.1.8 GONG PLAT [R310] GAS WATER HEATER I SUCTION LOAD (EXPOSURE B) OR 40 psf {k} AND STEPS I 0 A. O. SMITH HW - I (EXPOSURE G). O D IS IS RS -> o a - GPVT 50 200 I QO I 3 6 BASEMENT CAPACITY = 50 gal d DRYWELL I I 4" P.G. SLAB cv F- II 0 - - - - - - - - - - - - - - - 4L-_4' -1 I (Din d J I � -! o IPLASTIC x N I I INSULATION. INSTALL NSTALLAND TAPE ALL SEAMS PER NOTE: `0 I _ _ _ _ _ _ _ _ _ _ _ _ _ N 2x4 WALL STUDS AT 16" O.G. MANUFACTURER'S INSTRUCTIONS [R-f03.2] y - - - - - - - - - - - AFGO ZIP LDDOWN5 ARE I J R-I5 UNFAGED FIBERGLASS BATT INSULATION O N I 23'-6" ON 2ST STEEL DEEP P.G. FTG. HO REQU I RED FOR I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) I 4'cp STEEL COLUMN NO O 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ I THIS PROJECT. I GAP-HEAD NAILS WITH A MINIMUM /4 w/(3)-#5 REBAR EACH WAY � 3 :: N Fl� I (TYPICAL-4) (3)-L 15 x 11.8�5 LVL GDR I PENETRATION;SPACED 12" O.G. PERIMETER AND DESIGN) I I R-15 2" GLOSED-CELL SPF INSULATION I6" O.G. FIELD. O I I I (ALSO AT RIM JOIST IN SECOND ' .0 z I I - _ _ _ _ _ _ I 1/2" STRUCTURAL PANEL SHEATHING FLOOR PLATFORM - NOT SHOWN) w z [- I- -1 [.7(ENOINEEREC) r -1 f - I I M a I I 1'-0" 1'-2" '-2° �'-4° z _---- - -- -- -- -- I 3/4" STRUCTURAL PANEL SUBFLODR i m I I 2x D°o I BEAM POCKET L J 2x BAND JOIST L - J L - -I I u I O SOLE PLATE O 0 I �p O Q i i (TYP-2) I I - I x I I - W m I I � � I NCV I � � 2x6 PRESERVATIVE TREATED SILL [Ur-2] IL I I I FLOOR JOISTS COPPER TERMITE SHIELD p O I I I cJ' I (3)-2x10 FL HDR L - (3)-2x10 FL HDR I I OVER SILL SEAL ' I UNEXGAVATED -� I I I CD I I I EXTEND SIDING TO WITHIN 12" OF FINAL AFGO ZIP MODEL 4X WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC, 0I5TRIGT5 Q 0- 4"(P STEEL COLUMN v I [R403.1.6] I I N I 10' fl 001 i 1 ON 2'-O'x2'-O"xIO" o I 10" I MINIMUM Y2" dfo. ANCHOR BOLTS 5PAGED NOT jh DEEP P.G. FTG. �p I GREATER THAN 6 FEET ON-CENTER EMBEDDED O l� I u I I (2)-2x10 (TYPICAL-2) I NOT LESS THAN 1" INTO CONCRETE OR GROUTED FINISH GRADE _• �z I w FL HDR Q I - - - -i CELLS OF CONCRETE MASONRY UNITS. THE w\ w z I w M I I O I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _ { 0- I 0 = I x f-7 I OF THE WIDTH OF THE PLATE. A NUT AND 11(� N I I p k2a ua p - I WASHER SHALL BE TIGHTENED ON EACH ANCHOR -tV w z1I C, BOLT. THERE SHALL BE NOT FEWER THAN TWOto4 0 I 6@ 3 I O I I BOLTS PER PLATE SECTION WITH ONE BOLT n iJ-1 p I V I I ( I LOCATED NOT MORE THAN 12 INCHES OR LESS = Lo u iv Z m ? Z z O I I a u�I I THAN SEVEN BOLT DIAMETERS (3.5 ) FROM EACH ll O tk •s Z - LL Q I 13'-0" I I I DECK LATERAL CONNECTION [R501.q.2]�lY - J I END of THE PLATE SECTION. WALLS 24 INCHES O- Lo w0 Q I I I 1 SIMPSON DTT2 N w I TOTAL LENGTH OR SHORTER SHALL HAVE NOT _ z z [A J l -1 W Ip I O .t Qo - - d� ZW -I- INSTALL 1AW MANUFACTURER'S I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE Ui Iv ,- r- Q Z QL SPECIFICATIONS i CENTER THIRD OF THE PLATE SECTION AND j1°J ''II '' I I O I (TYPICAL-6) 13'-8" in SHALL BE ATTACHED TO ADJACENT WALL Q w V j dd�� 4 QC !4-1 Z z _ PANELS AT CORNERS AS 5HOWN IN ITEM q OF p Q v y v 3 � y v Q Q a !L! t ®W L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 L - - -� - - - - - - - - J p � - TABLE R602.3(U. lY (A 0 Q- W J -- IN DECK It'-cf -- -- -- R-I I BASEMENT WALL BLANKET INSULATION v O> W O > z Q - - - - - - - L - -- - - - - J - J ABOVE I- L - (2)-2xIOFLUSH - J - J o CL ° J LL cv0 �� Q (2) 2x10 FLUSH - - - - - -- - -I Q(D �- 0 > l� V1 Z Q (a N P.G. FOUNDATION WALL W O LL a O Q = CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 z i- � W C- - - - - - - - - - - - Q - - - - - - - - - - - BAR WITHIN12INCHESOFTHETOPOFHALLSTORY " C) OWdJ � AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL X _ _u N_24'-4" 2'-q" q'-2" 2'-q' 8-O' q'-2' 2-q" Q x STORY [TABLE R404.1.2(I)] 2x8 [UG3B] P.T. LEDGER N EXPANSION JOINT r dJ$ - 1/2"0 x 4" GALV. LAG 5GREW5 AT 16" O.G. STAGGERED [R50-7A] - F - __1 I- - -I F - -� �- - -i �-- -� F - -I 4" P.G. FLOOR SLAB (2)-2XIO GDR (2)-2xIO GDR POURED CONCRETE FOOTING ° L - L - _J L - j IL_- -I I- - -I ON UNDISTURBED SOIL [R403.1] P.G. FTG 6 MIL POLYETHYLENE FILM - - - - - - - CONTINUOUS UNDER STEMWALL %*rFIGAL MALL SECTION 24'-8" -i'-0" 6'-6 3/16" q'-I 3/4" 8'-O" �'-O" SCALE: NTS 4" 6r-8" .0 VERED SEt 1 4 2023 4"x4" EUG451 PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANCHOR ON 12"cD x (o'-O" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM A MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TYP-q) 11 11 lh (ENGINEERED DESIGN) 0 --j FOUNr17ATICN PLAN, o � � SCALE: 1/4" = 1 ft p lu Op Q O � o0 0 CD m o ~ IL lu Ck IL 14v,s _j ° < 00 STRUCTURAL DE51 ON NOTE LU U W Z 11) WINDOW AND DOOR 5GHEDULE �tJ �'"- In accordance with the 2020 RGNYS,• structural 4 R � Z l� No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, steel and : Q-uj WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS steel/wood composite columns, beams, (headers and Z < to girders that: i-< M O- 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 sfJ 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE Z B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf[20 sfi 48"x 48" B PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE i) resist gravity loads andl LU C UNITED WINDOW 6000 3020V N/A N/A 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.01-27.0 psf[50 sfi 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE g y 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 sfi 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescriptive design p Q rz 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 FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 ROWS LL 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 sfi 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE LL aG UNITED WINDOW 6000 2836A 24"x 35 3/4" 5.96 sf 6.29 sf 5.96 sf 9.1 sf U=0.28 SHGC=0.25 -22.01-29.7 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 -20.01-27.0 psf[50 sfi 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG ND5-2015 with 2015 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 sf] 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 sfi CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as walls 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: SEPTEMBER 2023 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[_sfJ 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 d provisions of the 2020 RGNYS TYPICAL WALL SECTION were designed in accordance with ASGE 7-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are - annotated "ENGINEERED DESIGN." A-6 NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION GON5TRUGTION z GODS OF NEW YORK STATE 6'-4° 12'-�° 10'-6 v2° �'-lo I/2° v R101.5 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 EGGGNY5. Both RE5eheck(us. PROVIDE RESERVED 5PAGE IN SERVICE PANEL TO CODE Department of Energy) R and REM/Rate (Noresco) computer FOP, FUTURE SOLAR E_EG Z TRIG INSTALLATION [TI03A] N software was utilitze to demonstrate compliance. All mandatory provisions of the 2020 ECCGNY5 - Residential WOOD STEPS t Provisions are In force. R105.2.2 WRITTEN STATEMENT, To the best of my knowledge, WALL LINE GLO5ED-CELL SPF belief and professional Judgement,these plans comply with the ABOVE Q Energy Code. Furthermore,as a RE5NET certified rater (I.D. No. 26I43I 7), I certify that these plans comply with the Home ATTIC, PATHWAY FOR SOLAR ELEGTRIG [TIO3.8] I B I 3-�i 0) ! ; Energy Rating System (i-IERW program. A signed certification INSTALL 2"(P VERTIGAL 5GHEOULE 80 PVG GONOUIT 4 °�/ O O O O Q j Z j l of compliance with the HERS program (HERD will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS PIG RE Q of the constructed building to demonstrate complione. OR GAPS .AT EACH TERMINUS [E3802.3.2]. I N Q Q i GYPSUM BOARD R301.1 CLIMATE ZONE: 4A 5uffolk,NY 6°68 (3)-3050 E zi z CONTINUOUS BEAD OF - - -- ® -- DW---- -cv -iii p w t - -f- _i - � (2)-I.-15x11.25 LVL HDR (2)-I.�5x11.25 LVL HDR Q w-- 5EALANT R4012 COMPLIANCE: This project complies with 2) 5ection R405 ( - - - - - - L - J (ENGINEERED DESIGN) (ENGINEERED DESIGN) .� z O 0 m (� ( I - 51mulated Performance Alternative,and the provisions of r v I ++- GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." 17'-10" ( I O < Q EXTERIOR M-Qi I_J ! Mandatory requirements= 36" GUARD [R312.11 I KITGHEN AIR INTAKE z J - R401.3 CERTIFIGATE= Builder to post per Code. m [R1006] O Q CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 L---------------------------------- ----------- -I I 23'-4" w Z Q SEALANT AGH by HER-5 rater. See Table R402.4.1.1 in plans. _ _ _ _ m O R402.42 FIREPLACES, Factory built with UL 127 doors. * (10 - z CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and O BA E NT ENT A E Q w �0 ( o BREAKFAST FAMILY ROOM z N IL O O 4'-4" X JO O hot water heath appliances to be direct vent with both � _� _ - - - - - UNIT PERIMETER g pi I- UL 127 LISTED ANDovtsl Q w Intake and exhaust pipes Installed continuous to the WINDOW UNIT R402.4.5dREGE55ED I-IGHTiN6: IC,-rated and labeled as �t -1 �1e. ZI O Q LABELED 361, ?~ THROUGHOUT FIRST STORY FACTORY-BUILT (Y O v ' O O NOTE: LT-O' CEILING HEIGHT F-w having an air leakage rate of not greater than 2.0 cfm I 000 FIREPLACE [RIO04] <(Y ier Code. ELEG. PANEL 25 cfm GONT. =w - R40 5e- MAX. U-FAGTOR b SHGG: 5ee window schedule. `� TO ERV cv Prof TECHNOLOGIES R403.1 CONTROLS: See plans for thermostat Information. N [M1505.V tl MODEL T7NO LL R403.32 DUCT 5EALIN6: All duct Joints shall be I ` --�- e `� mechanical) fastened and sealed with duct mastic ---�_ PROGRAMMABLE I y ---------------� CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. I e THERMOSTAT EXPANDING FOAM AT WINDOW R403.3.3 DUCT TESTING= A duct air-leakage test Is not ii I _�� e UNIT PERIMETER required under exceptions I and 2. !_ F (2)-2x10 HDR (3)-1.75 x 14 LVL FLUSH (37' LONG) R403.3.5 BUILDING CAVITIES. Framing cavities shall not be II I o r F NO WALL used as ducts or plenums. li i II'-4" R403.4 MECHANICAL SY5TEM PIPING INSULATION= Insulate - 4x4 P05T mechanical system piping carrying hot water to an I I O 36" GUARD [R312.1] R-value of not less than R-3. - - R403.5.1 HEATED SERVICE HOT WATER(5H1^U CIRCULATION II I O HEAT DETEGTO 2' 6" 6'-8" C) 247Q m PDR I 4x4 P05T SYSTEM: Not in project. II I � u� CONTINUOUS BEAD OF O 36" RAILI G - I O I R403b MECHANICAL NTILATION= ERV continuous J I I x - 5EALANT ventilation system specified In the plans exceeds the H Fn7., 4'-6" 1 - U 10 R < ION minimum efficacy of 12 cfm/watt. II I K 4x4 POST m R405.i HVAC EQUIPMENT, Sized in accordance with AGGA I I II I SELF-CLOSING 20-min - - -- Manual J and Manual 5. 5YPSUM BOARD R403.8 MULTIPLE DWELLIN6 5Y5TEM5= Not applicable z I F.R. DOOR [R302.5.1] 0 20 cfm GONT. TO ERV O R403.q SNOW MELT= Not In project. pp L----_-----------, 2�7 56' GUARD [R312.1] 1 `t -- -- -- -- -- -- -- - LMI505.4] cv GL �_ I 3'-2" R403.10 POOLS AN 5PA5: Not in project. N --' (3)-1.75 x 14 LVL DROP HDR nj 2�7Q s 1 ry o u� GONTINUOU5 BEAD OF R403.11 PORTABLE 5PA5: Not in project. If--------------- I (ENGINEERED DESIGN) 2'-6" 2' O" I cry NO WALL L ADHESIVE R404 LIGHTING: Builder to install high-efficiency lamps In at I I o - cv least c1O% of permanently installed fixtures. II I INTERIOR GARAGE WALLS: m D_ I ~ V 1 CONTINUOUS BEAD OF I R-15 BATT INSULATION - _- Q '' SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was i i Y2" GYPSUM BOARD �� cJ �I DOUBLE �I U_ used to show compliance with the Energy Code. REM/Rate I I o IL FL HDR t>_ -� _. software was used to model the building performace - see II i GARAGE CEILING: SMOKE 8 G.O. }I } JI V 2020 IECG Energy Cost Gomp Rance report provided with I I I Ys" GYPSUM BOARD D I N I NCc ROOM _ DETEGTOR (TYP) > 2" CLOSED-CELL SPF Permit Application. RES-heck was used to model the building (� Q [TABLE R3o2.6] O �i v I LIVING ROOM xl O Z performance based on national standards - see REGcheck Compliance Certificate and Inspection Checklist provided with I I 0 FOYER x xl T'- N n Permit Application. J II I 1z 4" - 1I t Lt- ILIL I �p O II i N 14'-O" HAZARD GLA�t G [R308.4] r cowl J L_J m w LU 14 I CONTINUOUS BEAD OF I 24'-0" O `I `1 14'- 1" 4„ lu v Z 0 Z z Z �z 5EALANT ---------------� - - _ J� �OZW } GYPSUM BOARD - (2)-1.75 x 11.&75 LVL HEADER m I d - ,� dJ SEE PORTAL FRAMING DETAIL � (2)-2x12 HDR R.A.G. I � � � O Z � Q_ Z 3050 3050 -- -- -- 3a7°/(2)-I°T° 5L -- -1 -- 13 w r O d > w O O (2)-1.75 x 14 LVL FL (2)-1.75 x 14 LVL FL < m a rz iCONTINUOUS BEAD OF PORCH ° (2)_305o pl[ Q > 4 < SEALANT (2)_3050 5/4xb DEGKING `� (y r(1 N Qn i CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW EO EO E E O Q UNIT PERIMETER 2'-q' q'-2" 2'- s 4x4 P.T. P05T N o � z HEATHER-PROOF HINDON UNIT DOOR) TABLE R402.4.1.1 •20Z0 (TYP-6) AIR BARRIER AND INSULATION n INSTALLATION -( )- H - -- - (ENGINEERED DESIGN) - -- -- COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION 3 2x12 HDR -®- -�-- - -®- - II CRITERIA (3)-2x12 HDR A continuous air barrier shall be installed in the Wk •-..,., GONTINUOU5 MINIMAL building envelope. �. Air-permeable insulation shall not be used as WOOD STEPS EXPANDING FOAM AT WINDOW General requirements The exteriorthermal envelope contains a p ;` �.�".R�,.•~~ <<. ,t f.•" .-. ! UNIT PERIMETER continuous air barrier. asealingmateriai. .., r,*. rf ; ,_ r;, ,A'�J Breaks or joints in the air barrier shalt be seated 24'-4" I5'-2" 7'-0" 15'-2" ';.F'f` ,�•t "� The air barrierin any dropped ceilinglsotfit shall be �'° It;•4' aligned with the insulation and any gaps in the air barrier shall be sealed. The insulation in any dropped ceiling/soffit Ceilinglattic shall be aligned with the air barrier. �i CONTINUOUS BEAD OF Access openings,drop down stairs or knee wall ';"jl,� '°•, ' . SEALANT doors to unconditioned attics aces shall be sealed. Cavities within corners and headers of frame a ^ 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 n n B Q resistance ofR-3perinchminimum_ DEL t1, EKED `EP 1 2023 it GYPSUM BOARD Walls The junction of the top plate and the top of exterior FIRST FLOOR PLAN walls shall be sealed. Exterior thermal envelope insulation for A-6 I CONTINUOUS BEAD OF framed walls shall be installed in substantial 50ALE: 1/4" = 1 ft ADHESIVE Knee walls shall be sealed. contact and continuous alignment with the air barrier. I� CONTINUOUS BEAD OF The space between windowldoorlambs and I' I SEALANT Windows,skylights and doors lYl framing,and skylights and framingshalt be seated. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated V Floor framing cavity insulation shall be 0 - -- - 2" CLOSED-CELL SPF installed to maintain permanent contact with /-' the underside of subfloor decking. Floors including cantilevered floors The air barnershall be installed at any exposed Alternatively,floor framing cavity insulation 0--I shall be in contact with the top side of t 0 V/ t0 and floors above garages. edge of insulation. sheathing or continuous insulation installed TENSION STRAP [R602.10.6.4] - --- - on the underside otfloorframing;and I6 go x 3" STRAP TIE (SIMPSON GM5TG16) "i extending from the bottom to the top of all INSTALL ON FRAMING INSIDE GARAGE LU rimeter floor framin members. (IN ADDITION TO UPLIFT STRAPPING OUTSIDE GARAGE WALL) m Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided IL USE TOTAL OF (58)-Ibd NAILS, HALF AT EACH END CONTINUOUS SILL SEALER - Crawl space walls covered with a Class i vapor retarder with instead of floor insulation,shall be ALLOWABLE TENSION = 4,585 lb (AT 60% LOAD DURATION) FULL WIDTH OF SILL overlapping joints taped. permanently attached to the walls. (EN5INEERED DESIGN) (TYP-4) 1�- Duct shafts,utility penetrations,and flue shafts DOUBLE TOP PLATE (�3 Shafts,penetrations opening to exterior or unconditioned space shall be O !J J FOUNDATION WALL sealed. •c�� Batts to be installed in narrow cavities shall O 0 0 w - be cut to fit or narrow cavities shall be filled tL Narrow cavities �I with insulation that on installation readily < - 0 < O (a Q CONCRETE SLAB conforms to the available cavil space- _ - W CL ' sealing shall be provided between the garage m N STRUCTURAL DESIGN NOTE lU 0- Air Z ;'I --- tx Garage separation � �w v and conditioned spaces- Q� _ _ Recessed light fixtures installed in the building Recessed light fixtures installed in the In accordance with the 2020 RGNY5• structural 4 J Z Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope sha I be airtight (2)-I.75xIi.875 LVL HEADER DL surface- and IC rated. elements such as engineered wood, steel and X - steel/wood composite columns, beams, headers and i In exterior wails,ball insulation shalt be cut ry p / neatly to fit around wiring and plumbing or cv girders that: F- N Plumbing and wiring insulation that on installation, readily _ conforms to available space,shall extend 0 -1 behind piping and wiring. �p BLOCK AT 5P5 U resist gravity loads, And V D_ l�- The air barrier installed at exterior walls adjacent to PANEL EDGES Y L Shower/tub on exterior�vail showers and tubs shall separate the wall from the Exterior walls adjacent to showers and tubs J 0 shaver or tub- Shall be insulated. 2) are not contained in the prescriptive design Q Q/ The air barrier shall be installed behind electdcat provisions of the 2020 RGNYS u- o NOTE: IT 15 THE INTENT TO PROVIDE FOR A ElectricaNphone box on exterior walls and communication boxes. Alternatively,air-sealed .L DOUBLE 2x4 FRAMING ill CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be installed. were designed in accordance with m THERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return registerboots that TYPICAL METhODS OF AIR-SEALING USING + p.:.: 4: , :w• PER ANCHOR BOLTS penetrate building thermal envelope shall be sealed ~ PER ` • ''` ' AN51/AWG ND5-2018 With 2018 HVAC register boots � SECTION supplement. VARIOUS BUILDING ELEMENTS, APPROVED 9 ' to the subfioor,wall covering or penetrated ' ADHE51VES AND SEALANTS. FRAMING b the boot. Structural elements such walls and fenestration ..:.. .,. .t ... ch as GONFIGURATION5 NOT SHOWN, SUCH AS Where required to be sealed,concealed fire CANTILEVERS AND STAIRWELLS, SHALL BE eU ... _� �;`: that: sprinklers shall on be sealed in a manner that is 1 SEALED IN A SIMILAR MANNER TO PROVIDE FOR . • . S P B recommended by the manufacturer. Caulking or � , .. �. .: : .. A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill r f DATE E TEM ER 2023 THERMAL ENVELOPE IN ALL LOCATIONS. I) resist Wind IOAds, And voids between fire spnnkiercover plates and walls FASTEN SHEATHING PER CODE orceilinus. [R602.10.6.4] 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RCNYS PLAN A i R 5EAL_I NO 17ETA I L.S AIR SEAL. I NO NOTES PORTAL_ FRAM I NO SETA I L. were designed In accordance with ring "i ac 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 - e annotated "ENGINEERED DESION." 1 A alls, O -------------------- I -I- I I A-6 I z �-------------------- v 1 I O 4'-4" 6'-10" 2'-6" I T-2" I I 0 HAZARD GLAZING [R308.4.5] 4040 O 3°20 PICTURE AWNING 050 O" 3050 m � 4 FREE-STANDING TUB 4:: _ r p m 6oI6 # M BATH BEDROOM 4 GL BEDROOM 3 TRANSOM - 1 8'-0" G Ht O - 8'-O" G Ht 8'-0" G Ht ® N N_ O WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] 20 cfm GONT. § p L �— — —� j[� _ LENNOX HEALTHY CLIMATE ERV5-1?5-TPO ENERGY RECOVERY VENTILATOR TO ERV 20 cfm GONT. INSTALL ERV UNIT IN CONDITIONED ATTIC. [M1505.4] TO ERV L x _ HVAG EQUIPMENT IN ATTIC a i in VENTILATION DUCTS SHALL NOT BE CONNECTED TO THE FURNACE / A.G. SYSTEM. I GAS OR PROPANE FURNACE: LENNOX ELIg6UH070XE36B [MI505.4] Q I 1 GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 20184g5-10 �------------------------------------------------------ -------- - F N =, Pro I TECHNOLOGIES I in I HEALTHY CLIMATE HRV v MODEL T705 HEATING GAP: 64,0p00 Btuh;AFUE = q6.1/ERVI VENTILATION PUSH BUTTON CONTROL ® BATH I X PROGRAMMABLE __� INSTALL IN AN AGGE5SIBI�E LOCATION ON A 2nd STORY WALL. O THERMOSTAT -- INDOOR COIL: LENNOX GH35-30B+TDR OUTDOOR UNIT: LENNOX ML14XCI-O36-23OG;AHRI 2033146g0 STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE 3'-0" 2BEARIN6 ' " 2410 cJ 267° 2�'1° 5 COOLING GAP: 34,800 Btuh;SEER = 15.10 CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5P07 INSTALL IAN MANUFAGTURER'S SPECIFIGATION5 I FRESH AIR TO AN INSIDE DIFFUSER INSTALLED IN UPPER HALLWAY STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. r � SMOKE e G.O. STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 IA.G. gETURNI O DETECTOR (Tl P) HALL ALL DUCTS SHALL BE 6" dia (0R EQUIVALENT), INSULATED TO R-4.2 247° a7° [_ — J m 10'-0" RAILING I'-O(2)-2xI0 HDRSYSTEM TO BE SET AND BALANCED TC CONTINUOUSLY PROVIDE [MI505.4.4]: __ __ __ __ _ _ (2_)-I.-15xq.25_LVL FLUSHMINIMUM 20 cfm EXHAUST FROM EACH BATHROOM 0 BI-FOLD �t (ENGINEERED DESIGN) 3°50 AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. L 4x4 AN IL m KITCHEN EXHAUST TO ERV 15 NOT REQUIRED IF A RANGE HOOD 15 INSTALLED AND m 2( m POST = VENTED TO OUTSIDE HAVING A MINIMUM OF 100 cfm. x DRYER WASH R <- ON cJ 5 36 HANDRAIL [ 311. .8] I — j DRYER EXHAUST 4'-6" 3'-2' - - -- - - - - [M15021 4" 4" 2klQ I r' N_ 12" x 12" AIR TRANSFER GRILL IN CEILING O y O m N - DOUBLE FRAME I OPENING (3 � q � I - x .^ I N N O O V I o i MASTER BEDROOM 2� W.I.G. r GL BEDROOM 2 N Z 10'-0" TRAY G Ht 10'-0" TRAY G Ht I 411 4" 14'-0" 4" 5'-6" 2'-2" 14'-O" A m Z I J.J--1 U 2)-I.-15x14 LV_L_w/HT530_M_TL STRAP AT EACH END (2)-I.1_5A4 LV_L_w/HT530 MTL STRAP AT EACH END Z Q Z A/ (ENGINEERED DESIGN) (ENGINEERED DESIGN) ((� -1 ly O Z W E 2x8 GJ AT I6" o.c. 2x8 GJ AT 16" o.c. (� Z J-4.1 O Z 7 O - (2)-2x10 HDR (2)-2xIO HDR L---------------------------------- ILL fj — I 3" CLOSED-GELL SPF > to ® O BETWEEN RAFTERS J m Qj Qj (2)-3050 (2)-3°5° i O d < CS 2'-q" W-2" 2'-q" 8'-O" 2_g:: g_2 2'-q" I 0 0 1 Q � -' I Z I I ----------------- I I I I I Q I I I I u-----------------------� •y� f ^.,„t. .}" r'? A QEL.I�EP,ED SEP 1 4 2023 SEOONr1 ) FLOOR PLAN 50ALE: 1/4" = 1 ft m p � � y (3lu (n m 0 � < o o m m 3 z f() i SO AR-READY nnQ O O O CERTIFICATE j O � Q O 0 ° < O w 6 This home has STRUCTURAL DESIGN NOTE v �j 3 Z incorporated features at v the time of initial In accordance with the 2020 RGNYS; structural < JU construction to enable the elements such as engineered wood, steel and 0 X _ installation of solar steel/wood composite columns, beams, headers and Y electric. girders that: <J N Q- The solar-read roof -1 Z y I) resist gravity loads, and v � CONDUIT zone Is shown on this Y D_ LU S GO UI (� construction plan excerpt C0 0 2) are not contained in the prescriptive design 0 Q u and (s free of provisions of the 2020 ROWS IL 0 o obstructions that would 43 O d) limit placement of solar were designed in accordance with N 0 panels. ANSI/ANC NDS-2018 with 2018 supplement. m (� o Plastic conduit for future Structural elements such as walls and fenestration electric wiring has been that: Installed through walls at DATE: SEPTEMBER 2023 the locations shown to SOLAR-READY 1) resist wind loads, and facilitate the Installation ROOF ZONE of wiring between the 2) are not contained In the prescriptive design 2nd FLOOR electric service panel and provisions of the 2020 ROWS 2nd roof mounted solar panels. 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 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TIO5.10] annotated "ENGINEERED DESIGN." A = -4 m � � 50LAR-READY ZONE [TIO3.3] PROVIDES 36" WIDE ACCESS PATHWAYS FROM EAVE TO RIDGE WHERE SHOWN [R324.6]. THE 50LAR-READY ZONE SHALL REMAIN CLEAR OF OBSTRUCTIONS SUCH AS O BWL A BWL B VENTS, ETC. [TIO3.4] A ' R OF LINE - I . 21-411 TABLE R802.5.2 RAFTER/CEILING JOIST HEEL --- ---- -- I'-i1---------- _ -- I " P i d e g a �, , l BWL I - - - JOINT - � �; `I � I a I ' � CONNECTIONS b c p I 1 ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.51 I GROUND SNOW LOAD(psf) W , s I • { t INSTALL 2' VERTICAL SCHEDULE 80 PVC ' 20f 3 I' CONDUIT THROUGH ALL WALLS TO ATTIC, WITH I +' O F RAFTER 30 O �' 3 r E SPACING Roof span(feet) i, TEMPORARY PLUGS OR GAPS AT EACH TERMINUS j SLOP N a RAFTER ' --- [E3b02.3.21. � (I LL _ _._ � II inches 12 20 28 36 12 20 28 36 i Required number of 16d common I I nails', p - I c,d e nai per heel joint splices N 12 4 6 8 10 4 6 8 11 3:12 16 5 8 10 13 5 8 11 14 # 9 I ]9 7 11 t cv 24 7 11 15 16 21 .i jl I , a , i 12 3 5 6 8 3 5 6 8 o ;' 4 12 , 16 4 6 8 10 4 6 8 11 24 5 8 12 15 5 9 12 16 O h Q \ r bST DOWN POST DOWN POST DOWN $ • 12 3 4 5 6 3 4 5 7 v AGGE55 ROOF I 5:12 16 3 5 6 8 3 5 7 9 � \ \ � 1 1.75 x Ib LVL STRUCTURAL RIDGE 24 4 7 9 12 4 7 ]0 13 i I I N 1.45`x Ib L L } IDLE S 12 3 4 4 5 3 7:12 16 3 4 5 6 3 4 5 6 24 3 5 7 9 3 5 7 9 -1 - I ROOF BELOW ROOF I ' I Sj i 12 3 3 I � 3 3 4 4 9:12 16 3 4 4 5 3 3 4 5 f 2x10 RIDGE 24 3 4 6 7 3 4 6 7 I s 1 12 3 3 3 3 3 3 3 3 o i w� s } l I j 12:12 16 3 3 4 4 3 3 3 4 �L I 24 3 4 4 5 3 3 4 6 ^�k � F�� III ;I I Q(Y For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per + �'� square foot=0.0479 kPa. L ; ___ __-_-_-_- I T _ - -_-_-_:" a. 40d box nails shall be permitted to be substituted for 16d BWL 2 - ------ 2_q � - � i __ '.: 3 .• = i ° x x common nails. AGGE55 RODE b. Nailing requirements shall be permitted to be reduced 25 Q r percent if nails are clinched. a j c. Heel joint connections are not required where the ridge is 1 i supported by a load-bearing wall,header or ridge beam. x _..._... . ........... ... ....._ I d. Where intermediate support of the rafter is provided by N _ 3 2x10 RR AT 16" o.c. 2x10 RR AT Ib" o.c. - ! 2x10 RR AT 16" o.c. 2x10 RR AT I6" o.�. I vertical struts or purlins to a load-bearing wall,the , tabulated heel joint connection requirements shall be , 1 WALL LINE j ' .."... r,-- _ _„.... ., ROOF LINE permitted to be reduced proportionally to the reduction in v I span. / , I l _ e. Equivalent nailing patterns are required for ceiling joist m w O o ' of LINE to ceiling joist lap splices. m z IV _...... G I,�I I I - "" f. Applies to roof live load of 20 sf or less. `-' z a- SEGO I rt ) JTORY 5 `1L PLAN, � g. Tabulated heel joint connection requirements assume � Z z J� co z w SCALE: 3/16" = 1 ft < that ceiling joists or rafter ties are located at the bottom La - d - � O - of the attic space. Where ceiling joists or rafter ties are u ) NPORCH ROOF BELOW located higher in the attic,heel joint connection Z ? t- O W requirements shall be increased by the following factors: 1L - J13® O O < _' Q HC/HR Heel Joint Connection Adjustment Factor (}/ p v X < 1/3 1.5 +�- z p Ll 1/4 1.33 < 115 1.25 Z 1/6 1.2 X ROOF PLAN, 1/10 or less 1.11 SCALE: 1/4" = 1 ft where: BWL G BWL D ( BWL E HC=Height of ceiling joists or rafter ties measured vertically 24'-4" I. r - -- 3�'-O' i BRACED WALL PANEL CALCULATIONS above the top of the rafter support walls. ' Q'_ „ HR=Height of roof ridge measured vertically above the top ofE.=` ' 4'-4" 1'-7" / 3'-4 I/2"� support 3-O 12 the rafter walls. -_�_ Story ( ) (p ) Wind Adjustment Factors -Table R602.10.3 2 .187 -- BWL 3 ---- -------------- ---- - ---! --�-- - -- Upper '.✓,� �: ti,r � �,,; I ' Numbered Lettered Wall 'I Wall Lines Lines Comment Exposure Category 1.00 1.00 Exposure B; 2-Sty y Roof Eave-to-Ridge Height 0.84 0.84 T-4" D-11VERED Si t' 1 4 2023 s Wall Height 0.90 0.90 8'-0" Number of Braced Wall Lines 1.00 1.00 2 i s 2 ,_ „ Additional 800 lb Hold Down 1.00 1.00 N/A 3 ) ire Gypsum Board Fastening 1.00 1.00 N/A m BWL 4 -- - ------ ! �I Wind Factor Total 0.756 0.756 O U) - O OO U) Total m Braced Wall 140 mph Bracing O I' Braced Wall Bracing Wind Factor Required O= - - 1 Line Spacing Required Length Status End Condition F- j Line Method Bracing Total BracingProvide ) O O I I s (ft) ng (ft) L ) d (ft) ui Length (ft) 1 CS-WSP 30.67 7.13 0.756 5.39 23.33 OK 1 1L Q 0 Q - j 2 CS-WSP 30.67 7.13 0.756 5.39 19.00 OK 1 p Z = A CS-WSP 37.00 8.40 0.756 6.35 31.00 OK 1 I B CS-WSP 37.00 8.40 0.756 6.35 23.00 OK 1 O �- � � LU 1 N N d � � I' .'.: Wind Adjustment Factors -Table R602.10.3(2) (p.187) STRUCTURAL DE51GN NOTE W t j (L O Z I! Lower Story v Z lu In accordance with the 2020 RCNYS; structural d Dwelling Garage Comment N elements such as engineered wood, steel and X Ilj Exposure Category 1.00 1.00 Ex B• 2-St (Dwelling); 1-St Gar g P 9 rY P � Y( g)� Y(Gar) steel/wood composite columns, beams, headers and Roof Eave-to-Ridge Height 0.93 0.76 7'-8" (dwelling); 6'-0" (garage) girders that: H< tV Q- ,� �, Z = Wall Height 0.95 1.00 9-0 (dwelling); 10-0 (garage) o lu 1) resist gravity loads, and It Number of Braced Wall Lines 1.00 1.00 2 (dwelling &garage separate calc) v 0. I --- aL Q 1�1 I i I I i Additional 800 lb Hold Down 1.00 1.00 N/A I 2) are not contained in the prescriptive design p Q BWL 5 N - - --------I I $ ------- `I ?-------- - -- Gypsum Board Fastening 1.00 1.00 N/A provisions ions of the 2020 RGNY5 IL Q O _-_ _ L2'- Fq" Wind Factor Total 0.884 0.760j were designed 1n accordance with I„ ANSI/ANC NDS 2018 with 201& supplement. m 1I Total Structural elements such as walls and fenestration Braked Wall Bracing Braced Wall 140 mph Wind Factor Required Bracing that: Line Method Line Spacing Required Total BracingLength Status End Condition (ft) Bracing (ft) Provided (ft) DATE: SEPTEMBER 2025 Length (ft) I) resist wind loads and 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK 1 2) are not contained in the prescriptive design WALL BRAGIN6 4 4 CS-WSP 22.33 5.47 0.760 4.16 24.33 OK 1 provisions of the 2020 RGNIYS ROOF PLAN 5 CS-WSP 31.67 13.67 0.884 12.08 29.33 OK 1 I 'ST STOfi�Y �31�1� FLAN C CS-PF 24.33 5.87 0.760 4.46 8.00 (at 1.5x) OK N/A were designed in accordance with AS,CE 1-16 wind D (gar) GB 24.33 11.73 0.760 8.91 9.00 OK N/A provisions and acceptable engineering practice. (9 ) DRAWING NUMBER SCALE: 3/16" = I ft D(dwelling) 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 DESI!GN." A _ TYPICAL ROOF R-3G z 2x4 GOLLAR TIE AT 48" D.G. ASPHALT ROOFING SHINGLES OVER 15# FELT OVER O 1.75 x 16 LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL SHEATHING OVER H (SEE ROOF PLAN FOR POST LOCATIONS) 2x10 RAFTERS AT 16" O.G. ROOF I R-3q 6" THICK CLOSED-GELL SPRAY POLYURETHANE FOAM (SPF) ----------------------------------I-----------------------------------------------------------------------------� WITHY2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER (R316.4] 1 2' SOLID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] WOOD BLOCKING O I 2x12 GROSS-RIDGE Q _ _ _ _ _ - — — — — — - -�- I GABLE WALL INSULATION: 12 12 — — — i CONTINUOUS R-5 I-INCH RIGID FOAM XPS; FALSE GABLE 5.25(— -"--- "- -�5.25 — p — I LL CAVITY R-13 3' CLOSED-GELL SPF - - W m I I FULL-HEIGHT Ml j SHEATHING O N .n L----------------------------- I BEHIND LEDGER V 1 --------------------------� SEALED ATTIC (INDIRECTLY CONDITIONED) CEILING ----------�-------- 1 11 f0 —1 _ 1 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT I6 O.G. SMOKE $ G.O. 2" SOLID MASTER BATH �- — I LAUNDRY >I i — — — FAMILY BATH Ix8 TRIM BOARD 8� S LU DETECTOR IN ATTIC WOOD BLOCKING N > �- - - ->�— I �- - - - ->� - - - - � I �i I I > I — �- - - _. — � I SOFFIT VENT -- Qn � � I i I � I I - I NI , I— I (2)-1. TYPICAL INTERIOR WALL 4" I I I I WG I I I I I ( WG I I 75x14 LVL FL HDR I/2" GYPSUM # I LAV. I LAV. I I I I WASHER I LAV. I 2x4 STUDS AT I6" O.G. NOTCH TOP SIDE UNDER ROOF BOARD FINISH _ (2)-2x4 TOP PLATE; 2x4 SOLE PLATE NOTE: ALL DUCTS SHALL BE i-O I MAX. NOTCH DEPTH = 5 Y2' -� I TUB I I I I TUB i Y�" GYPSUM WALLBOARD ON BOTH SIDES '�- (2)-2x10 HDR LOCATED IN THE ATTIC, INTERIOR TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES -^ I SHOWER I I j 2x4 STUDS AT 16" O.G. z AND SECOND FLOOR PLATFORM. v) I (2)-2x4 TOP PLATE;2x4 SOLE PLATE FC MIN. R-4.2 DUCT INSULATION. 2nd FLOOR ---_-L-_-- -_ I_---___ _---- - I__ ____ ___________ (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN w O ---------- --' -------- ---- R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 m HALL BEDROOM 3 1-1/2" WI 3" W 2" W 2" W I 2" A I 2' W 3 W 2 W 1-1/2 W j VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XPS INSULATION G.O. 2" W I 2" W I 3" W G.O. I OVER 1/2" 5TRUGTURAL PANEL SHEATHING CS-WSP WOOD FLOORING OVER cv m 3/4' PLYWOOD SUBFLOOR 2 W 3 W - ------------------ - -----------------------------------------------------� — (2)-1.75 x 14 LVL FLUSH HDR --- - - - ~ N V Li CEILING - - -JI � — i T- I R-13 2" GLOSED-GELL SPF " POWDER I KITCHEN Lu AT RIM JOIST ;; 14" TJI-560 FJ AT I6" O.G. ;; 14" TJI-560 FJ AT I6" O.G. ,f1 II I ^c=a ca^ �• v� 3 I I 3 z l l z (3)-1.75 x 14 LVL O > I p 1 1 STAIRS l p ci m I ry u�I I (2)-1.75 x 14 LVL FLUSH HDR 0 I I I I 0 1/2" GYPSUM - 1 w I I w BOARD FINISH Lu 1 Z I WG I I KIT SINK � �; LAV. I DI I I I I I I I I Q I I I 133 LIVING ROOM Viz^// I I ' z FAMILY ROOM • I I <1 1 1 1 Q 1 1 I Ist FLOOR PLATFORM � m I WOOD FLOORING OVER Ist FLOOR _____� --------------------------------- ----------- ---------- ----------I-- ------------------ ------ ---------------- -------------------------- 3/4" PLYWOOD SUBFLOOR I-I/2" W 3" W I 2" W G.O. 2 1,1 I 2xI0 FLOOR JOISTS AT 16' O.G. 3„ W 311 W 2" W C 0 � GROSS BRIDGING AT MIDSPAN ---------------------------------------------------------------------- ----------------------------------------------------------------------------- I CEILING j R-I3 2" CLOSED-GELL SPF ;; NilII I AT RIM JOIST STAIRS �— 411 -� — —II F.A.I. (3)-1.75 x 11.875 LVL GDR N I � BASEMENT (4)-3/8" LAG SCREWS FINISHED GRADE I FINISHED GRADE (INDIRECTLY CONDITIONED) SILL CONSTRUCTION: 1 SLOPE 6" IN 10' MIN. AWAY FROM BUILDING 2x6 P.T. (UG313) SILL ON TERMITE SHIELD G.O. W W 1 i ON SILL SEAL WITH 1/2" ANCHOR BOLTS � \ / N 0 (SEE TYPICAL WALL DETAIL) z V HOUSE TRAP j `'TO APPROVED 0 I SANITARY SYSTEM 10" POURED CONCRETE FOUNDATION STEM WALL ff w Q BASEMENT FLOOR (� I VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. cV l0 W V - ----------------------------------------------------------------- 14" TO 4j" CONCRETE COVER FROM INSIDE FACE L V m) z z -------------------------------- 11 Q FULL HEIGHT R-II BLANKET WALL INSULATION � I i�LUM�I NO RISER 17 I Oil M HORIZONTAL REINFORCEMENT: #4 REBAR AT L O.G. p AS MANUFACTURED BY CERTAINTEED CORP. d a TOP BAR WITHIN 12" OF TOP OF WALL 1/2" GYPSUM ASTM E84 MAX. FLAME SPREAD INDEX 5 25 }- _ SCALE: NITS UPOPd 24" x 12" Ht CONTINUOUS P.G. FOOTING BOARD FINISH MAX. SMOKE DEVELOPED INDEX 5 50 — �_ -4 W MINIMUM 3'-0" BELOW GRADE (R302.1] �(�J 0 )- lu - Q z 4" P.G. FLOOR SLAB Lu TOP OF BASEMENT SLAB > QQ Q lU a 4 m� a Q � > � < X 30"x 30"xl2" DEEP P. GONG. SPREAD FOOTING (v ,� N O Q Q w/(3) #5 REBAR E.W. uu-- V / z Q 0 R l i�)OE TENSION STRAP: WRAP STRAP OVER RAFTER SECT 1 ON A Z (5) 10-d COMMON NAILS AT EACH END OF STRAP SCALE: I/4" = I ft _ Q fey A, ra,` f RAFTER TO STUD : n°T�y WRAP STRAP OVER RAFTER (4) 8-d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S SPECIFICATION MELIVCRED SEP 1 4 2023 WHERE RAFTER AL I C NS WITH STUD m_ 2x ROOF RAFTERS AT 16" O.G. USE GALV. HURRICANE TIE BETWEEN O EVERY RAFTER AND THE ROOF BEAM uO, 2x CEILING JOISTS AT lb" O.G. Q 0 USE (3)-Ibd NAILS AT RAFTER .n` HEEL JOINT CONNECTION O n% ROOF BEAM (SEE PLAN FOR SIZE) l� NALL STUD TO NALL STUD: A55ESSE PRESERVATIVE TREATED O o � � Q AMBLE WITH 10-d NAILS 2x EXTERIOR WALL tL STRAP OVER OR UNDER SHEATHING I2" O.G. STAGGERED ALONG LENGTH Q Q f (4) 8-d COMMON NAILS AT EACH END OF STRAP MT530G STRAP-TIE � �Z SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET -7 EACH RAFTER O m 3 1Y z ('() VENTED VINYL SOFFIT Ix8 TRIM BOARD � L UPLIFT CONNECTIONS: G518 GALV. COIL STRAP 1�-- Q 1- L� Q a lu R-30 BATT INSULATION I-I/4 WIDE 20-GU,AGE _ - USE (2) AT EACH POST, TOP B BOTTOM STUD TO FLOOR JOIST � Q O 5/4"x6" DECKING (4)-IOd NAILS AT EACH END GALVANIZED STEEL STRAP J IL Q O W O 5IMP50N COIL STRAP PERPENDICULAR TO JOISTS z p- (2)-8d THREADED NAILS OR (4)-8d NAILS AT EACH END EACH SIDE OF WINDOW AND W Z (2)-No. 8 WOOD SCREWS AT 4x4 WOOD COLUMN 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ DOOR OPENINGS. INSTALL - STRAP FROM TOP OF TOP � a � p- � W PLATES TO JACK STUD. � oL I- - EACH SUPPORTING MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARD - X [R507.7] REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW HEADER - LENGTH ABOVE Q < n FLOOR BEAM (SEE PLAN FOR SIZE) CANTILEVERED FLOOR JOIST < CIL FLOOR JOISTS U63B PRESERVATIVE TREATED BOTTOM OF HEADER F- Z pj STUD TO SILL L T : (SEE PLAN FOR SIZE) ASSEMBLE WITH TWD ROWS OF IOd NAILS O W V UG3B PRESERVATIVE TREATED I6" O.G. ALONG EACH EDGE (R507.5] l) WRAP STRAP UNDER SILL PLATE PER CODE "(6" OSB ff VINYL SOFFIT lu (6) 8-d COMMON NAILS AT EACH END OF STRAP GRADE 4x4 WOOD POST a ILa SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 FLOOR JOIST TO WALL: IL O UG3B PRESERVATIVE TREATED SIMPSON 142;(5)-8d NAILS TO FJ 8 (5)-bd NAILS TO STUD 4 . 2x EXTERIOR WALL IO PB44 HOT-DIPPED GALV. ALTERNATE WHERE FJ/STUD MISALIGNS: a % POST BASE ANCHOR FLOOR JOIST TO PLATES: 5IMP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES a PLATES TO STUD: a 12"(P x 6'-O" HIGH P.G. COLUMN WITH (2)-#4 5IMP50N H2.5;(5)-8d TO PLATES, (5)-8d TO STUD VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 DATE: SEPTEMBER 2025 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM SECTIONS I$ DETAILS H I O H-N I N� UPLIFT STi APP I NO TYF I GAL i=ORGH I7ETA I L. I�)ETA I L AT FLOOR CANTILEVER TENSION STRAP I NO AT NALL OFFEN I NO 5 DRAWING NUMBER SCALE: NT5 SCALE: NT5 SCALE: NT5 SCALE: NT5 NOTE: ALL METAL STRAP=ING SHALL BE 1 1/4" 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. NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE i RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Build►ng Code - Iq NY rtl2 and publications Incorporated by reference therein. Z TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES � O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 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 small be kept on-site FLOOD until project completion. SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hozards.otr-ovnr-ll.org FOR THE PROJECT LOCATION: p p pHAZARDS p 9 N Weathering Termite TEMP REQUIRED INDEX TEMP ° RI06.3 DESIGN PROFESSIONAL: A Certificate of Authorization is 0 LOAD (mph) effects region debris zone CATEGORY depth N 45ISa W '72.3515 THI5 NEW RESIDENTIAL STRUCTURE UTILIZES filed with The State Education Department entitlingD'Amaro U WIND DESIGN IS NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying,P.G. ("esigner") to prvide 25 psf 128 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F R301.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLE not been retained to provide construction engineering, IL R301.2(3)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor inspection,and therefore is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B AFFIX THE ABOVE 516N IN ACCORDANCE for work performance of the builder. The builder shall Q Elevation Latitude heating cooling factor temperature cooling difference WITH TITLE la NYCRR PART 1265 Immediately notify Designer, in writing, if there Is any W COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT ✓ discrepancy found between field conditions and plan 20 ft 41° North 150 99%outdoor DB 850 1% outdoor DB 0.999 70°F 75°F 55°F REOUIRE ADJUSTMENT COEFFICIENTS [TABLE R30'.2(3)1 dimensions,especially with regard to existing construction. 0 N MAIN ROOF UPLIFT CONNECTION FORGE = 225 plf (50'-0" roof W R3OL2.1 WIND DE516N: In accordance with Figure R301.2 B wind m r (5) Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - Daily range span, 140 mph, pitch less than 5:12) [TABLE R802.11] design Is not required. This building is designed in N humidity accordance with the wind provisions of the 2020 RGNY5. difference heating cooling wet bulb y humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 165 plf p � N 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 plf R301.2.1.2 PROTECTION OF OPENINGS: This building Is not located A m UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Wndborne Debris Region. is AND BOTTOM OF ALL BRACED WALL PANELS [R602.3.5]• R301.2.4 FLOODPLAIN: This building Is not located In a flood # hazard area. } _ LU R301.5 LIVE LOADS: Minimum uniformly d►5tributed live loads: IWY 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) Z R301b ROOF LOAD. Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per ASCE-'1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTST a,b,� SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,� SPACING AND LOCATION NOMINAL MATERIAL a,b T design corresponds to the 30 psf ground snow load column to OF FASTENER r FASTENER THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor inches (inches) support (inches) (inches) R301b NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box(2� x 0.113 ),or 4-8d box(2 x 0.113 t „),• or (inches) these plans are nominal sizes. Engineered wood dimensions or 3-8d common 2/ x 0.131 or Wood structural panels,subfloor,roofs and wall sheathingto framing and particleboard wall sheathing to framin (LVL,P5L, I joists, glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2%"x 0.131")• Toe nail 21 Joist to sill,top plate or girder ( i " ")� g p g g 3-1Od box(3"x 0.128"); or 3-10d box(3" x 0.128");or Toe nail Staple 15 ga. 1 Y4 4 g R302.1 FIRE-RESISTANT EXTERIOR WALLS, All exterior walls and 3-3" x 0.131"nails 3-3"x 0.131" nails i t projections shall be located at least 5 feet from lot lines and Up to 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 8d box(2%" x 0.113") 4" o.c.toe nail Staple 16 ga. 1 / 3 6 4-8d box(2�"x 0.113");or � 22 Rim joist,band joist or blocking to sill or to late :: :: 0.113 Nail 3 6 �O2A FLAME wALL AND GES�IL SPREAD AND SMOKE s�m wallboard Ids a IG�Iass FOR 3-8d common (2%"x 0.131")• or Per oast toe nail g p p 8d common(2 Y2 x 0.131 )• or Gyp A finish 2 Ceiling joists to top;plate 3-lOd box(3" x 0.128");or (roof applications also) 1 Od box(3"x 0.128"); or 6" o.c.toe nail t 3z ands Staple 15 and 16 ga. 2 4 8 having a F51 = 15 (read max. 200) and a SDI = 0 (req'd max. 450);and compiles with Code. 3-3"x 0.131" nail s 3"x 0.131" nails 0.097-0.099 Nail 2%4 4 8 �� i �� Staple 14 a 2 R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1 Od 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 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-IOd box(3"x 0.128")• or Face nail 2%2 and 3/ t surfaces shall have a F51 s 25 and a 5DI s 450. see plans ( )] ) ' 0.097 -0.099 Nail 2/ 4 8 for exposed insulation values. 2 staples, V crown, 16 ga., 1 %" 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.I 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 Y4 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder t „ Blind and face nail 2-16d common 3/ x 0.1620. t where otherwise specified by the 2020 ROWS. ( ) 113 2/4 3 6 3%" x 0.135" •' or 1 Staple 15 ga.2 Y4 4 8 R302.12 DRAFT5TOPPIN6: Not needed for this project. 4-lOd box(3"x 0.128"); or 25 2"planks(plank&beam-floor&roof) 3-16d box( t „ ) At each bearing,fzce nail P 5 Collar tie to rafter,face nail or 1 %"x 20 ga.ridge strap 3-10d common(3"x 0.148"); or Face nail each rafter 2-16d common(3 x 0.162) 0.097 -0.099 Nail% 4 8 R302.13 FIRE PROTECTION OF FLOORS, Not needed for this to rafter 4-3"x 0.131") t „ „ project under Exception 4. 3-16d common(3 x 0.162 ), or SPACING O FASTENERS 4-10d box 3"x 0.128" or NOMINAL MATERIAL a,n R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed ( ), 26 Band or rim joist to joist ( )' DESCRIPTION OF FASTENER AND LENGTH a luminaires shall be 10-rated I/A/W NI102.4.5 with separation � `3-16d box 3/"x 0.135" • or Edges Body of anelv 2 toe nails on one side and 1 toe 4-3 x 0.131 nails; or End nail THICKNESS g Y p 3-lOd common(3"x 0.148"); or inches (inches) from Insulation per listing. 6 Rafter or roof truss to plate 4-IOd box(3"x 0.128");or nail on opposite side of each rafter 4-3"x 14 ga. staples,Y/6"crown (inches) (inches) (inches) - or truss` R308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or 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; D to W V at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. W m Z ) 4-16d box(3%"x 0.135"); or 7- 3-1 Od common(3"x 0.148"); or 1 Od box(3" x 0.128");or 24"o.c. face nail at top and bottom 3d corrosion-resistant ringshank nails Z R30q.1 GARAGE FLOOR SURFACE: tiara a floor shall be 5-Inch Z Toe nail 3 6 g Z J 4-lOd box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped I/4-inch per foot toward vehicle - Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3" x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers >' � i entry doorway. \ '4 O_ And: Staple 18 ga., long, crown O r ei1 , 7 (finished flooring other than the 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENIN65: It Is the O dl 6 lU to minimum 2"ridge beam 2-20d common 4" x 0.192" • or ( g ) Z g' 3-16d box(3 11/2"x 0.135");or ( )� Face nail at ends and at each splice a builders responsibility to verify that window units suplpiied by < LU Q- O W 2-16d common(3% Y4 long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for OL �` ( � ® po End nail 3-3"x 0.131"nails (galvanized or stainless steel roofing nails for tile finish 8 8 emergency escape and rescue openings where required. d- m CS D� 3-10d box(3" x 0.128");or (S ) S ( ) O } < 3-3"x 0.131"nails 1 1 ion No. 8 x .375 head diameter,ribbed wafer-head screws R311.1 5TAIRWAY5: Interior stairways shall be pre-assembled O >4-16d box(3 X2"x 0.135"); or 4 g> g g wood units. The maximum riser height shall be a-1/4 Inches and ty O -0 Wall for tile finish �l 3-16d common 3%"x 0.162" • the minimum tread depth shall be Inches, plus nosing where Z 28 Ledger strip supporting joists or rafters ( )' °r At each joist or rafter,face nail required. Provide handralis per Code. p g < Q 16d common(3%" x 0.162") 24"o.c. face nail 4-1 Od box(3"x 0.128");or Plywood g Stud to stud(not at graced wall panels) 1 Od box(3"x 0.128"); or 4-3"x 0.131"nails 1 %ring or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 Inches above 3"x 0.131"nails 16" o.c. face nail t 3 6 grade,and steps leadingthereto, shall have wards that X 2-1 Od box(3 x 0.128 );or 2-8d common % and%6 12/ga. (0.099 ) shank diameter onform to Code. g V� 29 Bridging or blocking to joist t „ „ • Each end,toe nail _ (2/ x 0.131 ) or 2-3 x 0.131 nails Staple 18 a. % % R312.2 WINDOW FALL PROTECTION: (1 16d box(3 2"x 0.135")• or � p g 8, 16 crown width 2 5 Windows with sills less than +-1 9 Stud to stud and abutting studs at intersecting wall 12 o.c.face nail corners(at braced wall panels) 3"x 0.131"nails SPACING OF FASTENERS tt 3 is i 1 Y ring or screw shank nail-minimum e 24" above finished floor and greater than "12" above grade /2,/, /2 and/ a 0.0 6 8 shall be protected per code. 16d common(3%"x 0.162") 16"o.c.face nail TE DESCRIPTION NUMBER AND Edges Intermediate 12%ga. ( 99") shank diameter „ t „I 16d common(3%" x 0.162") 16" o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENERa b'e g h supports`'e 1 %ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected " ,.<.• •.._.,, (inches) inches 19 s 23 3 t „ 3 6 smoke alarms,carbon monoxide alarms,and heat detection " . p, i• t; . 10 Built-up header(2 1:0 2 header with/ spacer) (inches) / /2 and/ 12/ga. (0.099 ) shank diameter alarms shall be Installed at all locations shown on the Tans. r 16d box(3%2"x 0.135") 12" o.c. each edge face nail /2, s, p panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 % 6 8 R315 CARBON MONOXIDE ALARMS: Install at all locationsf- 5-8dtiox(2%" x 0.113");or Wood structural„ P ,•-': 11 Continuous header to stud 4-8d common(2/2 x 0.131 ),or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing[ Hardboardf specified on the plans. :; . ,; r : ( ) 30 x" -%" 6d common(2".x 0.113")nail 6 12f 1 %2 long ring-grooved underlayment nail 6 6 R317 WOOD DECAY PROTECTION: Lumber specified In the plans 4-lOd box 3 x 0.128 4:,,��,, . k i • i ,: :: subfloor,wall as pressure preservative- treated (P.T) shall be in 16d common 3/ x 0.162 16 o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 t accordance with AWPA UI for the intended use and location. �. 12 To late to to late " " 31 t%2" - 1" 8d common nail 2%" x 0.131 6 12f Staple 18 a.,Yg long(plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel,stainless p p p P IOd box(3 x 0.128 ), or 12" o.c.face nail steel silicon bronze, copper or I/2" diameter or greater 3"x 0.131 nails IOd common(3 x 0.148 )nail; or 6 12 Particleboard steel bolts. pp g 32 1%" - 1 Y4" 8d 2 Y2"x 0.131" deformed nail ( ) � 4d ring-grooved underlayment nail 3 6 R401.4.1 6EOTEGHNIGAL, Footings and foundations shall rest on � ct' t „ Other wall sheathings Staple 18 ga.,%long,%6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 DEL. VEIzEO J�� ] 4 2��3 8-16d common(3/2 x 0.162 );or Face nail on each side of end joint t „ psf. Visually graded soils that have this load-bearing valve 12-16d box(3%"x 0.135")• or ,: i „ 1 / galvanized roofing nail, /6 head 3 6d ring-grooved underlayment nail 6 10 include 6W 4 6P-gravel and sandy gravel;6M d 6e-sllty and 13 Double top plate splice ' (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 a. 1 %4" ion 3 6 / i 3 12-1 Od box(3"x 0.128"); or : P g , g Staple 16 ga., 1/long,/crown 3 6 clayey gravel;SH s 5P-sand and gravely sand;5M s x-silty each side of end joint) and clayey sand. Unsuitable subsoil material encountered " 12-3"x 0.131"nails 1 Y4" galvanized roofing nail %6" head 6d ring-grooved underlayment nail 6 10 durtn excavation shall be excavated and replaced In-situ m ' 34 2%2" structural cellulosic fiberboard sheathing t „ 3 6 %2,% Y �„ diameter,or 1 crown staple 16 ga., I long Staple 16 ga., 1 %long,%crown 3 6 with /a crushed stone to a minimum depth of 5 inches or AOBE. m 16d common(3%"x 0.162") 16"o.c.face nail i a 1 %" galvanized roofing nail; staple galvanized, R402.2 CONCRETE: Basement walls,foundation walls,exterior p _j 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 1 / long; 1/ screws,Type W or S For SI: 1 inch=25.4 min. p -� 14 g( panels) 16d box 3�Y2" x 0.135" • or 12"o.c.face nail 3 weather shall be air entrained stone concrete with a minimum O 0 in blocking not at braced wall anels ( )� compressive strength of f'o=3,Ooo psi at 25 days. Porches, 3 x 0.131 nails 5 �� d 1 /4 galvanized roofing nail; staple galvanized, ^� 9 P y • O-a 36 / gypsum sheathing s „ 5 „ 7 7 Carport slabs and steps exposed to the weather,and ara e c 0 1 / long; 1 / screws Type W or S a. Nail is a general description and shall be permitted to be T-head modified round head or round head. p p "p g g = m 3-16d box 3%"x 0.135" • or 3 each 16"o.c. face nail � � floor slabs shall be air entrained stone concrete with a Bottom plate to joist,rim joist,band joist or ( )� b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum Compressive strength of f'°=3,50o psi at 25 days. 15 2-16d common(2%"x 0.162")• or 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing p p p 9 P 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. O N Q Q 4-3 x 0.131 nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail; or R4o3.1.4.1 FROST PROTECTION: Exterior footings and foundations � 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, e, o a minimum p r 37 3/" and less 8d common(2%"x 0.131")nail i' ' t < O 4-8d box(2 2"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 5'-0" below finished grade. nn,, 3-16d box 3%"x 0.135" or 2 „ - 8d common(2%"x 0.131")nail; or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. l�- 16 Z ( )� 38 / 1 8d deformed 2 t " " R404.1.7 BACKFILL, Backflll shall not be placed against m K 1� ((� 4-8d common(2%"x 0.131"); or Toe nail ( / x 0.120 )nail 6 12 f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a mintmum of 7 days. Brace top Q O O O 4-lOd box(3"x 0.128") or 1 Od 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 backfill placement. O 39 1/" - 1%" t „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O ~ O 4-3"x 0.131"nails 8d deformed(2/ x 0.120 )nail R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber QL 16 Top or bottom plate to stud the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer O p 6 3-16d box(3%"x 0.135"); or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus W Z < 0 L Z 2-16d common(3%"x 0.162");or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x to 6. v W End nail w QC 3-IOd box(3" x 0.128"); or RbO2 W '' 'WOOD WALL FRAMING: Load bearing dimension lumber shall � 0 JU V 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 3 3 REQUIREMENTS FOR WOOD STRUCTURAL PANEL be Douglas fir-larch No. 2 or better. Studs shall be a minimum -1- N < TABLE R602 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. X W 3-10d box(3" x 0.128");or 0.192 inch 20d common nail 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch and 100 a,b,c " z ( >> g g WALL SHEATHING USED TO RESIST WIND PRESSURES R7o2.3 6YPSUM BOARD, All interior walls to be covered with Ys , OL - 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,spackled and painted;unless otherwise -t Z 3-3"x 0.131"nails noted on plans. 6 W b. Staples are 16 gage wire and have a minimum/6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v e V_ 3-8d box(2% MINIMUM WOOD MAXIMUM PANEL NAIL"x 0.113"); or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V„ic R703.3 SIDING: Exterior wall covering shall be vinyl siding tested Y Q IU � d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING m h by the manufacturer for use In high-wind regions and Installed -t X O 2-8d common(2%"x 0.131") or Face nail Y Y pp Y PANEL SPAN PANEL SPACING ( p ) 0 18 1"brace to each stud and plate „ „ . e. S acin of fasteners not included in this table shall be based on Table R602.3 2 . THICKNESS Instructions for high-windre toms. Use stainless snsteel nails for LL O 0. 2-1 Od box(3 x 0.128 ),or Spacing ( ) Penetration RATING (inches) Edges Field Wind exposure category d 9 IL O 2 staples I Y„ f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches ) fastening vinyl sl ing on buildings located within 3,000 feet of p inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less (inches) (inches) (inches o.c.) (inches o"c.) B C D the ocean line. N 3-8d box 2 Y2"x 0.113" 6d Common 1.5 24/0 / 16 6 12 140 115 110 g ( ); or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 3 R8o2.1 WOOD ROOF FRAMING: Load bearing dimension lumber 2-8d common(2%" x 0.131")• or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling joists shall be 19 1" x 6" sheathing to each bearing 2-1 Od box(3" x 0.128" •),or Face nail Douglas fir-larch No. 2 or better. g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, V crown 16 a., 1 Y4" long sheathing shall conform to ASTM C 208. „ 1.75 24/16 %6 RBOb ROOF VENTILATION Soffit vents shall be provided with a p g S g (2.5 x 0.131 ) 24 6 12 140 l 15 110 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 Xso of the area of the DATE: 5EPTEMBER 2025 3-8d box(2%"x 0.113");or vented space within the soffit. Attic Is unvented. blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 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. RCi05.2 ASPHALT SHINGLES, Asphalt strip shingle wrappers shall PP Y g q g g g P g p � p g Pr' 3-10d box(3"x 0.128"); or the framingmembers need not be provided except as required b other provisions of this code. Floor perimeter shall be be labeled to Indicate compliance withASTM D-715b Glass 6 3 „ p q Y P p or H,or A5TM D-31bl Glass F,and shall be fastened In NOTES 3 staples, 1 crown, 16 ga., 1 / 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 Pp Y g g accordance with the manufacturers Instructions to achieve 20 1"x 8" and wider sheathingto each bearing Face nail 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 1 x 8 b. Table is based on wind pressures actin toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 5,000 feet of 4-8d box 2%"x 0.113" ; or one side of the rafter and toenails from the ceiling joist to top plate in accordance with this schedule. The toe nail on p g Y g saltwater. ( ) the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. 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 RIOOb.2 AIR SUPPLY: All combustion air for foctory-built 3-1 Od 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, V crown, 16 ga., 1 Y4" 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 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING 1 Load bearing or braced/shear wall t JOIST DETAILS Plate nail-16d(0.135"x 3/2")at above(must stack over wall below) Load bearing or 1 Plate nail,16d 0.135 x 3 Y2") 12"on-center g braced/shear wall above Plate nail, 16dent (0.135"x 3/2") ( When sheathing thickness exceeds 7/a", 2x stud wall at Floor panel nail- Blocking panel: lYa"TJ®Rim Board, 1 (must stack over wall below when present) n ALLOWABLE HOLES - TJ 1® Joists at 16"on-center at 16"on-center - 1 „ / ® ®• No load bearing Z trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2/z at 6"on-center Y4"TimberStrand LSL or TJI joist. Blocking panel: Web stiffener ! ) wall above Min,distance from Table A Min,distance from Table B an% hole maybe cut O 1 ® + q Plate nail-16d 0.135"x 31/2" Web stiffeners required on 2x4 minimum Web stiffeners g p DO NOT side of hatched zone 1/6"TJ Rim Board,1/a" required on both ( ) Blocking panel: F- TimberStrand® LSL or at 16"on-center* IV'TJI'Rim Board, sides at A2W ONLY both sides at A3.4W ONLY TJI joist Floor panel nail- Sheathing squash blocks required each side + cur or notch flange. + * boundary nails, at B3W ONLY 1/4"TimberStrand® LSL 8d(0.131"x 2/2')at 6"on center 1 „ , or TJI®joist 8d(0.131"x 2/z)at 1/a"TimberStrand® •• to Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. %s Web stiffeners 6" O O 6" O t j required on both V nail each side at A3._W B1 B1 W sides of both joist 6" L, 2 x D, D, Closet grouped round L 2 x L D Toe nail-10d(0.131 1 y r P z z z 6" 6" Toe nail, Toe nail, lYa"TJ®Rim Board A3/A3W When sheathing ends at B4W ONLY No field cut minimum holes are permitted if minimum No fleldcut Do not cut O ( x 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist thickness exceeds /", 12 Web stiffeners re uired DO NOT holes fn (applies to all holes the group perimeter holes to holes Larger only)or min q End of joists at hatched meets requirements for hatched + u at 6"on enter at 6"on-center 1%"TimberStrand® LSL. trim sheathing tongue on both sides at B1 W cut holes In cantilever except knockouts) q than 1/z•in TJI®rim joist at rim board For rim board thicker than 13/4" centerline zones round or square holes. zones cantilever and 82W ONLY reinforcement. 0 Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Toe nail-10d(0.131"x 3") Table A - End Support � 11.11 required on both Must have f%"minimum * Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp at 6' on-center P P 9 9 P Y q * 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 required with braced/shear g3 B3W With braced/shear walls above or B4 g4W Minimum distance from edge of hole to inside face of nearest end support Z D Al Al W A2 A2W rim joist per detail. A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. O walls above or below-see detail B1 O O below-see detail B1 O JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE O O O O O O O O A3.4 A3.4* TJI *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 *A3.2 tA3.3 For additional installation specifications see Rim Board W DEPTH 2" 3" 4" 5" 6i" 7" a�/' 1, 13" z' 3• a' S" 6%' 7' E%"Details and Installation in Weyerhaeuser Installation Guide O Y„ ® Y„ ® Nail®hrough 2xcantilever,wood backer and 110 1'-0" ,'-s" 2'-0~ 3'-0" s'-o^ ,'-o" ,'-s^ 2'-s" 3'-s" a'-s"Weyerhaeuser Installation Guide for Floor and RoofFraming, TJ-9001. O 1 a TJ Rim Board or 1 a TimberStrand LSL. BlockingTJI joist web with 2 rows 10d(0.148"x 3") i for Floor and Roof Framing,TJ-9001. 9 Z„ 230 r-o° 2'-0" 2'-6" T-0" 5'-6" r-0" 2'-0" T-s" a'-o" 5'-0" g Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 ,'-s^ 2'-0" 2'-s" 3'-s^ s'-s" ,'-o" 2'-0" 3'-0" 4'-6" 5'-0" i) - top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y")nails with 3Y2"TJI® 360 1'-6" 2'-0" T-0^ 4'-0" s'-0" 1'-s" 2'-6" 3'-6" 5'-0" 5'-6" with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6" 3'-6" 5'-0" T-o" 2'-0" T'0" 4'-0" 6-6~ s'-o" 6'-0"length of TJI®joist 8"diameter maximum hole for 11/ - + schedule. 110 r•o" r-o° r•s° z•-o" r-6° 3'-0^ s-s" r-o^ r-s° 2'-0° 2'-6" a'-s^ 5'-0~ 6'-0^ # 1/a"TJ®Rim Board 1Ya"TimberStrand® reinforcement and filler 16"deep blocking panels;6"diameter T 210 r-o" r-s^ 2'-0^ r-o^ 3'-o° 3'-s" s'-o" t'-o" r-6~ z'-s" 3'-0^ 5'-0^ s-s^ s'-s" _ t 4'-0"length of 7 "- block.Use 4'-0"length maximum for blocking panels 9+2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11/8- 230 ,•-o" ,'-6° 2'-0' 2%6" 3'-0" T-6" 6%6" ,'-0" 2'-0^ 2%6" T-6" 5'-6" 5'-6" T-0^ }} g 8"diameter maximum hole for 11/8 9 9 P P j Ly tu 3/4"reinforcement on 1 „ 7 " ® one each at top and bottom flange. 360 1'-6" 2%0" T-0" T-6" 4'-6" 5'-0" 7'-0" 1'-6" 2'-6" T-6" 4%6" T-6^ 6'-6" 7-6" f(�K 8"diameter maximum hole for 11 16"deep blocking panels;6"diameter with 9/2 and 11/8 TJI or shorter than 12"long. with one 8d(0.131"x 2�") one side at E2,both + " joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 560 r-s" 2%6" T-0" 4'-0' 5'-6" 6%0' s'-o" 2'-s" T-6" 4'-6" 5'-6" 7-0" T-6" 8%0" maximum for blocking panels 92 1 + pp 110 1'-0" r-o" r-0~ r-o" r-6" 2'.0^ T-0" 5'-6" r-0" 1%0' r-6" T-0~ T-6" 4'4' s'-o" e'-a' Web stiffeners /e"-16"deep blocking panels;6" with one 8d 0.131"x 2/" Y 210 r-o° r-a' ,'-o" ,'-6~ r-°" r-s~ 3•-s° s'-o^ r-0" ,'-o^ 2'-0^ r-s^ a'-o^ a'-s° s'-s^ s'-s" sides at E3 deep or shorter than 12"long. ( •) Horizontal blocking uniform) Load from above required on both diameter maximum for blocking 1%"TJe Rim Board 1Ya" nail at each corner + Do not cut flanges. panels between each loaded joists 1a" 230 1'-0. 1'-0^ r-o^ r-6^ r-s" 2'-6" 4'4' T-o" 1'-0" r-o" 2%0" S-0^ 4'-0" s-0" T-0" 9'-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 1'-0° 1'-01, r-s~ 2'-6" T-6" 4%0" 5-6" 8'-0" r-0" r-6" 2'-6" a'-0° V-o" 6'-6" 8'.0" 9'-6" v J 12"long. 10d 0.131"x 3" nails,one 3 560 ,'-0" 1'-o" 2'-0" T-0" 4'-6'• 5'.0" 6'•6" 9'-0" 1'-s" T-O' 4%0" F-0" T-0" T-6" 9'-0" 10'-0" - 1 ( ) 12"length of/a connections equivalent to Wood A' off` O /+s" , Do not cut flanges. IV'TJe Rim Board or lY4" each at top and bottom flange. reinforcement on floor panel schedule. backer a+`�e�e� o��J� 21° 1'-0" r-o" r-o" r-o" r-o" r-s~ z'-6° s'-s° 6'-°° r-a' r-0" r-o" 2%0" T-°° T-6" 6'-6" 8'-0" 1r-0" TimberStrand® LSL.Nail withor- one side at E5, 3 „ e5 � d5 16" 23o r-a' r-o~ r-o^ r-o^ 1%6~ 1'-6^ 3'-0" a'-0" T-0^ 1'4' 1n0" 1'-0" 2'-0' 3'-6" 4'-0" T-o" 9'-0" 1r-0~ 10d 0.131"x 3" nails,one Attach reinforcement to 12"length of/a ti�R`yet ca boa 3so r-o° r-o" r-o" r-o^ z'-s~ 2'-6" 4'-6^ s'-6" 9'.0^ 1'-o" 1^-0^ r s" 3'-0° 5'-o^ 5'-6" 9'4' 10'-0" 1 r-s~ ! ) both sides at E6 reinforcement on ones a 112 ' each at to and bottom flange. � Full depth verticalid �f�� l ��o sso ,'-o^ r-o^ r-o" r-o~ r-s" 3'-0" 5'-0° T-s^ 10'-0^ r-o^ z'-o~ P 9 joist web with 3 rows pca ti't` I 1Od(0.148"x 3")nails at 6" blocking between at E7,both sides at E8 F1 �e a" s" 6" T' s^ 10" 12" IS" 17" a" 5" 6" T e" 10" 12" 15^ 17„ Attach reinforcement on-center,clinched.Use 2 each joist 18„ 360 r-o" r-o° ,'-o° r-o~ 4'-0" 5'-6" 10'•0" r-o" r s" 3'-0° a's° s'-0" 10'0" 1 r-0" 13%6" 2x4 minimum to joist flange with + "and 11� " E7 E8 Less than 5" 56o r-o° r-o° r-o" r-o° z'-o° 4'-6^ T-o" ,r-o" r-0" 5'-0° s'-s° a'-o° 1r-o° ,r-o" ,a'-s° 1 9 2'. R` rows with 9/2 a /a Less than 5" squash blocks p" 8d(0,131"x 21/2")nails at 6" ad`� TJIs joists. 360 r-o" r-o" r-o- v-o" 1'-o~ z'-0° 4'-0" T-o" 10'-6" r-0" r-o° r-s^ T-0" a'-6" 13%0" 11'-6" 14'-0' 1s•s" R` I Ga *: WEB STIFFENER ATTACHMENT 20 sso ,'-o" t'-o° r-o" r-o" r-o" z'-o" 4'-6" 9'-0" 1r-6" r-°" r-s^ T-6° s'-o° T-o" 1o's" ,3'-0' 1Ya"TJe Rim Board or 2 �� on-center.When reinforcing E5 E6 L /--� CS Use 2x4 minimum squash blocks to 1 „ ® Face grain a� Ya minimum 1/a TimberStrand LSL. d` both sides,stagger nails. Table B - Intermediate or Cantilever Support transfer load around TJI®•joist O O Nail with l Od(0.131"x 3") 88 O horizontal E4 Not for use with 3%z"TJI joist flange widths 1 23/4"maximum pp E1 E1 W nails,one each at top and E2 E3 (1%"for TJI@ Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfioor TJI®joist blocking with end DEPTH 2" 3• a" 5" 6Y2" T' ar/e" 11 13" 2" 3" a" 6" 6Yz" T" a7/e" 11" 13" blocks installed at+ joist-span Web stiffener both sides. adhesive to all j P 110 2'-0° 2'-s^ 3'-s° a'-6" T-s" r-s" r-6° T-6^ F-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using See sizes below. With point load from above,and no support Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block: Install ti ht Maximum Y4"overhang contact surfaces * below,install web stiffener tight to top flange e?z" 230 T-°" T-s" 3'-6" 5'-0" F-o° 2'-0" 3'-0° a'-o° s's^ T-6- Hanger g Flashingtwo 8d(0.113"x 2y2") T_ Ti ht fit 230 2'-s" 3-0° a'-o" 5'-6^ a'-s^ 2'-0" T-6" 4'•6• s'-6" T-6" be a minimum t depth Attach per the table.Clinch to to flange(tight to bottom permitted at beam. 9 (gap at bottom flange) p p 9 ! 9 p nails or 360 3'-0" a'-o° 5•-6" s'-s^ s'-o^ 3'-0° a'-s^ s-s^ T-s^ s'-o^ ofjoisrdepth nails when possible. flange with face mount hangers). aP 1 „ Nailing Requirements 560 T-6" 5%0" 6'-0' T-6" 10'•0' 4'-0" 5'-6" T-6" 8'-0" 9'-0" • P gTreated 2x_ taP 22 screws, ® Depth Minimum Web Clinch nails when possible. j ledger 31°�5 a�' typical TJI Joist Series (in.) Stiffener Size Type Number Nails 110 r-o° 1'-0" r-6^ 2'.6" 4'-0" 4'.6" 8%6s ,'-0" r-s" T-6" g tt` End Intermediate T 210 1'-0" 1'-0" 2'-0" 3,_0„ 4'-6" 5'-0" 9'-0" 1'-0" 2•-0" T-0^ 4'-6" 8'•0" V-0" 10'-0- See fastener 1 , 110 All 5/6"x 25/16""' 11/a" 230 1'•0" 2'-0" 2'-6" T-6" 5'-0" F-6" 10%0" 1'-0" 2%6" T-6" 5'-0" 8'-s" 9'-0" 10%6" r•'::• IV'TJ®Rim Board or 1/4" 360 2'-0" T-0" 4%0" F-6~ T-0" T-6" 11'-0" 2'-0° T-6" F-0^ 7'-0" 9'•6" 9'-6" itV-0" -••" : table below.Maintain ® 210 All 3/4"x 25/6""' 8d Top mount 2"distance minimum from TimberStrand LSL. S 0.113"x 2Yz") sso ,'-s^ 3-0 4'-6 a's' s-s" a'-o° s'-s^ ,z'-o° 3'-°° 4-6 6%0 s'-o^ 8-0 hanger 10'-6- 1r-o" IT-a' hanger / (minimum) Option#2: 230&360 All / x 2/6" ( 3 3 110 1%0" r-0" 1%0" r-o" 2%0" 2'-6" 4'•6" 8%6" r-0" r-o" r-0• 2%6" 5'-0" 6'.0" 9'-0" 12'.0^ edge of ledger to fastener. 2x strapping installed at Y3 16d 210 r-0" r-0" 1%0" r-0" 2'-6" T-°" 5'.6" 9'-6" 1'-0' 1'-0" 2'•0° T-6" V-0" T-o" 10'-0" 13'•0" Backer block joist-span locations using two 2 560 All 2x4 iz' 1 14" 230 1'-0" r-o" 1'-0" 2'-0" T-6" a'-o" V-o" 10'-6" r-0" r-0" r-6° a'•o" V-6" T-6~ 11 4' 13'-6" Face mount both sides of web Allowable Load(Ibs) 1 (0.135"x 3/2") 360 1'-0" 1'•0" T-0" T-6" 5'-6" 6'-0" 8'-6" 12'•6" 1%0" T-0" 4'-0" 5'-6" 9'-0^ 10%0" 12'-0" 14'-0" hanger Fastener 1Ya"TimberStrand® i .. /2"screws per joist,typical 18" 4 4 560 v.0.. 1'-0" ,'-6" T.6" F-6" s'-6" 9'.6" 13'-6" 1'-0" T-0" F-0° T-0" 10'-0" 11-.0" 1T-6~ 15'-0^ with single TJI®joist 1/ TJ®Rim Board LSL rim board Option#3: 560D 20' 2x4 16d 5 5 210 1'-0. 11•0. 1'-0" r-o' r-0" r-o" T-6" 6%0" ,o'•o~ r-°" 1'-0• 1'-0" 1•-s" a'-6" s-6° to'-o° 12'-6" 1s'.o" Web stiffeners required if sides of With top mount hangers,backer block required only /,'lag bolt 610 480 Directly applied ceiling 22"i3) (0.135"x 3Y2") 6 11 16,• 230 1'-0" 1'-0~ 1'-0" 1'-0^ 1'-6" 2'-0' 4'-0- s'-6" 1,'-0^ ,'-o~ 1'-0" ,'-0" 2'-6" F-o' H1 hanger do not laterally support at H2 H3 24"(3) 6 13 360 1'-0" ,'-0" 1'-0" 1'-0" T-0" 4'-0" 6'•6" 10%0" 13'-6" ,'-0" 1'-0" T-0" 4%0" T-6" O for downward loads exceeding 250 IbS Or for uplift Corrosion-resistant fasteners required for wet-service applications. PB1 560 1'-0" 1'-°^ 1'•0" 1'-0' 2%6" T-6" T-0" 11'-0" 15'-0" 1'-0" ,'-0" least 3/g'of TJI 'joist top flange O conditions.For nailing re uirements see a e 5 TJ- LA When specified on the layout, one of S (1)PS1 or PS2 sheathing,face grain vertical ((� g q page V ' ' the bracing options above is required a" s' s•' r• a" 10" 1z•' 15" 17" a" " " " " •• " " " 9001 Weyerhaeuser installation Guide for Floor and O g p q (2)Construction grade or better 5 6 7 8 10 12 15 17 •-7► ` 1 Y 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 r-o° r-o" r-o^ r-s^ 3'-0" s'•o" s'-o° +s'-o" r-0^ r-s^ a-o^ s'-s^ s'-0" ,4'-6" 1s'-s° ,�C- v Roof Framing, TJ-9001. q 1a 560 r-o" r-o" r-o" 1-0~ 2'-V 6'-0~ 10'-0" ,s'-s° ro" 3'-s° s'-o" a'-s" BEAM DETAILS FASTENING of FLOOR PANELS 360 1'-0" 1'-0" 1'-0" 1'-0~ 1%0" T-0" 6'-0" 1l'-°" 15'-s" ,'-o" 1'-0" ,'-s" 4'.0" 11- 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" TJI®(+)(z) Rim Board 1Yz" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. t n� a) 11.1 BEARING FOR DOOR Nail Size 110,210, 360 and %"TJ"Ri 1Y4' TimberStrand®LSL Microllams Parallam® Depth � 14" " • Leave y" V m ?Z BEAM TO BEAM BEARING AT 9/z"or 9/z"or 14"or g/2 or 14"or 18"or 14"or 18"or a of web(mtnimum)at top and bottom of hole.DO NOT cut joist flanges. W t OR WINDOW HEADER and 560 Board TimberStrand®LSL or LVL PSL p > > > 11/e Z Z - LU BEARING AT WALL 11/a" 11/'^ 16" Will 16" 20" 16 20" • Tables are based on uniform load tables in current design literature. Z Z < dJ Z V CONNECTION CONCRETE WALL s 8d(0.113"x 2%"),8d(0.131"x 2Yz') 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+%" 2x8+%' 2x6+Yz" 2x8+12" 2xl2+Y2' Two Two Two - - _l is O -A W 1%"TJO 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 may be located m - Z LU 10d 0.148"x 3"),12d 0.148"x 3Ya") 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 1Ya"TimberStrand' LSL Or is not continuous Over ( ) ( at the center of the joist span provided that no other holes occur in the joist. Q � ,-- < )•-• O Z 16d(0.162"x 3Yz") 6" 6" Cantilever 2x6 2x10 2x6+8" 2x10+%" 2x6+Y2" 2x10+Y2" 1A blocking for lateral support header s 4 8 6 Filler 4'-0" 6'0" sheathing sheathing sheathing sheathing Not Not applicable ALLOWABLE HOLES Headers and Beams Z �\} 6 4LU (1)Stagger nails when using 4"on-center spacing and maintain 1 Ya"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long F-0"long 4%0"long 6'-0"long applicable - < / lY 111 O 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(+) 1.55E TimberStrand® LSL Headers and Beams OL _t •� ••• blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists.Strap per code if top .• g p g g g 1 , „ Detail F7 s �� a .� 3 .. � " � " plate is not Continuous 2 For non-diaphragm a lications,multiple rows of fasteners are permitted if the rows are offset at least/s and staggered. ( or H2 /e or/a /a or/ /s or 1"Net 2x6 2x6 72x12] 1I� J V_ ( ) Pp P P 99 ) Qf O m IY (3)With 10d(0.148"x I%")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the f)_ } �Q Q X over columnhangers + ., - TO mount 3 (1)If necessary,increase filler and backerblockheight for face mount and maintain/e gap of fop of joist;see detail W Fillerandbacker largest hole(minimum) O (� P (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1/ (to avoid splitting). block dimensions should accomodate required nailing without splitting(12 minimum for backer blocks and 24"minimum for filler blocks hanger �. (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1/"(to avoid splitting). g g p g( l Y3 depth (►^/ (� 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 " " ry Q hanger wood from direct recommendations listed above. contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing, TJ-9001. O O Z ■Nailing rows must be offset at leastY2"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL literature for framing connectors ■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. ■Maximum nail spacingfor TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round cantilever and end bearings by blocking 9 Depth e t z Hole Size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 8„ 8„ 11y4'-117/e 3V8„ TJI® oist framing does not a rim board or rim joist. J g See it ustration for allowed hole zone Fastener Installation Requirements Diece #of Fastener require bridging or mid-span E1 General Notes .• a~.e, blocking • Allowed hole zone suitable for headers and beams with w"•A•sr4' "" " 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. r ,. . .• } z, sides,stagger fasteners on the second • Round holes only ^. c.'•" ( C "'' '1 <', "'' ' 10d nails 3" 3 Y BEARING AT 12" side so they fall halfway between • No holes in headers or beams in lank orientation. r°.=,:., 'i; r `•t f'i`�/ COLUMN 2 12d-16d nails 3 Y4" 2i2' One side fasteners on the first side. P ,•.,. p i„„ 1' 1 Screws 3%"or 3Y2" 2 24" 7x r i 10d nails 3" 3tz' DO NOT bevel cut joist Al Other Trus Joist® Headers and Beams I Rim board joint be and inside face of wall. B 12" Both sides y joists DO NOT overhang seat cuts Microllam®LVL etg' Mr 3 12d-16d nails 3%" 2iz' E2 between oists y ." r' .' ,•r'-"r`A. 9 1.3E TimberStrand® and Parallam PSL Both sides on beams beyond the Inside LSL hole zone hole zone 2 x diameter of the 13/4" 3%"or 3Yz" Y Y depth Screws 2 24" Load must be applied evenly across 3. " • 5" One side entire beam width.Otherwise,use face ofsupportmember, largest Hole(minimum) Verify column capacity 10d nails''' 3" 3i2' 12" One side connections for side-loaded beams. of NOT cut notch or drill holes in headers or beams DELIVERED t and beam bearing i3t , izi (per ply) except as indicated In 'f ��P L5 length.See current 4 12d-16d nails 3/" 2 d 70. 0 o illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides 0 0 Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6 3/4" One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joist®Beams 5"or 6" Both sides maximum width of T' • ' 1%"TJ®Rim Board or 1Ya" Parallam®PSL Header or Beam Maximum Round L3 TimberStrand® LSL. allowed hole zone Depth Hole Size m_ P 2 middle Y3 span 4%' 1" O t� 1 2 Screws 6 3/4• 2 24 One side O 3/2' Y2"bolts 8" 2 24" - 5y2" 13/4" l (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM. B1 L1 d 1.3E TimberStrand LSL allowed hole zone d ,y;,_20.. 2„ COLUMN D ETAI L;� (2)An additional row of nails is required with depths of 14"or greater. H1 O � See illustration for Allowed Hole Zone (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 OO I 62 In m • Allowed hole zone suitable for headers and beams with uniform loads only. O `0 • Round holes only 'j' BEAM ON NAILING AT BEARING FLOOR No holes in cantilevers. O � `^° m COLUMN CAP (FLOOR) L5 B3 (� TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. l +-a �0 Q ® (Load bearing wall above) LL 1/a"TJ Rim Board or O 1Ya"TimberStrand® LSL. 1 Joist may be shifted up to 3"if O B4 Use B1 Or B2 at 9 I Q One 10d(0.128' x 3') floor panel edge is supported P ®®® N G m nail into each flange g PP intermediate bearin S One 8d(0.113 x 2/2') and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally O O O O U4 nail each side.Drive Do not cut joist flanges. O I- tL k Q nails at an angle at braced/shear wall (X least%"from end. Plumbing Drop from above Bracing Includes: O V (� 0 P1 • Blockin • Sheathing End of joists O + „ at centerline 9 9 Strut Lines Q O D • Hangers • Rim Board • Rim Joist •� O < 0 3/2 minimum of support L2 ~` lu Z u_ UJ COLUMN BASE 3 intermediate bearingAlso see detail82 Pp O W uj 1/a minimum end bearing single-family applications 5Y4"may be required Wks q for capacity aximum HI O O - _ OL Shear transfer;Connections equivalent � V t•- to floor panel nailing schedule • '- X Z Rim to TJI®Joist o ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building Fa- < N O- until braced. that are lying flat. materials on unsheathed _ 1Ye"TJ®Rim Board, TJI®560 rim joist:Toe Additional joist is required if O y g �';`r•"' 1 ® O INJURY MAY RESULT. 0 LU 1/a"TimberStrand LSL or nail with 10d(0.128"x 3") o joists.Stack only over / floor panel edge is unsupported L4 TJIO 110 rim joist: nails,one each side of or if span rating is exceeded. '� ,. .. P2 One 10d(0.131"x 3")nail TJl�joist flange TJI®560 o Exterior Deck WARNING NOTES: beams or walls. -V < O o LA DO NOTlumber for sawn Lack of proper bracing during construction can result in serious into each flange floorjoist Attachment O Ll •: /umber for rim accidents.Observe the following guidelines: Structural g g O O TJI®210,230,and 360 rim . o board orb/ocking, INSTALLATION TIPS •:,• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI Joists must be completely installed and properly nailed. 11.. ELEVATED joist: o as itmayshrink 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 1 4 One 16d 0.135"x 31 " nail •Subfloor adhesive will improve floor performance,but O after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. to m COLUMN BASE ! /z ) O 1%4"minimum bearing into each flange Top View may not be required. 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 Locate rim board joint between joists. o 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 O minimum)at V on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62).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 TJI5 joist(with web stiffeners)is not a substitute concrete 1y"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. 1 ® + for squash blocks or blocking panels. approximately 6.The flanges must remain straight within 1/2"from true alignment. :.,;;.»,: .• ,.•.,. 1/e"TJ Rim Board or 1/a" q g P pp y Fasten at each joist with DATE: SEPTEMBER 2023 ".:s; :�::,•..;:.'"" TimberStrand® LSL. 12"on-center two 8d(0.113'x 2/2")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this •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#y.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 DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). y g 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. 1%"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 Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. _