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Home My WebLink About50626-Z of SouryOlo Town of Southold * P.O. Box 1179 �0 53095 Main Rd COUNMV Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46432 Date: 08/21/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 520 Zena Rd Mattituck, NY 11952 Sec/Block/Lot: 106.-2-43.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/29/2023 Pursuant to which Building Permit No. 50626 and dated: 05/06/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with unfinished basement, covered front porch, rear stoop and accessory garage attached by open breezeway as applied for. The certificate is issued to: Speonk Land Dev LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH.APPROVAL: R-23- 0991 7/27/2025 ELECTRICAL CERTIFICATE: 50626 05/12/2025 PLUMBERS CERTIFICATION: T&F Plumbing 11/12/2024 Auth ri d S gnature �o�S�FFot,r�G TOWN OF SOUTHOLD BUILDING DEPARTMENT sue. TOWN CLERK'S OFFICE a�i x "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#: 50626 Date: 6/6/2024 Permission is hereby granted to: Kapetanakos, Vasilios 215-11 85th Ave Hollis Hills, NY 11427 To: Construct new single family dwelling as applied for, with SCHD approval. At premises located at: 520 Zena Rd, Mattituck SCTM #473889 Sec/Block/Lot# 106.-2-43.2 Pursuant to application dated 11/29/2023 and approved by the Building Inspector. To expire on 11/5/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,332.50 CO-NEW DWELLING $100.00 Total: $2,432.50 Building Inspector ho��pF SOUr�olo . Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 Co In BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Vasilios Kapetanakos Address: 520 Zena Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 50626 Section: 106 Block: 2 Lot: 43.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Indoor Basement I+! Service Solar (— Outdoor 1 st Floor Iv Pool r Spa r Renovation F 2nd Floor F Hot Tub r Generator F Survey 1- Attic I—V Garage Battery Storage (— INVENTORY Service 1 ph W Heat Duplec Recpt 61 Ceiling Fixtures 12 Bath Exhaust Fan Service 3 ph F Hot Water Gas GFCI Recpt 4 Wall Fixtures 10 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 60 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt Gas Emergency Strobe Heat Detectors 1 Disconnect Switches 40 4'LED Exit Fixtures Other Equipment: Fridge, Oven, Hood, DW, W/D, 200A Panel 40 Circuits /29 Used (8)Arc Fault Breakers (10) Dual Function Notes:. Two Story w/ Unfinished Basement and Garage Attached w/ Breezeway Inspector Signature: X Date: May 12, 2025 Sean Devli Electrical Inspector sean.devlin(D-town.southold.nv.us 520ZenaHouseGarage i i OSUf f0(,� i Town Hall Annex ��uo Menl Telephone(631)765A802 54375 Main Road c -4 ,ildin®f OPuth�sld P.°Q:Box,1179 y z q®Wn Southold,NY 11971-0959 - ti� BUILDING DEPARTMENT TOWN OF SOUTHOLD CEATIFICATION i Date: 1 �` Building Permit No.s5,VCO .LV Owner: U\X-k oaken-�-� (Please print) Plumber: I (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. (Plumbers ignature) Sworn to before me this `,`��1tRINF��4i day of'l 20 STq p f Notary Public; . l County �s: j i f i 1 r OF SOUTH°� TOWN. OF .SOUTHOLU BUILDING DEPT. 631-765-1802 INSPECTION [ ] F UNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ FOUNDATION,21SID [ ] INSULATIOWCAULKING ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY-. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] :PRE C/O [ ] RENTAL REMARKS. d G{ I ad >Zun wl 4 *v, l �7'I �� a� 5 � %L O►"IA, 0 DID . �i�OVIG�R G�aGU� fit^ 'IgGWI, . Igo ►'la -A24" v 2 �o eAsu 2es aA 5q QU DATE INSPECTOR /�In �aOE SOUIyo y�: # .TOWN OF SOUTHOLD BUILDING DEPT. cn 631-765-1802 INSPECTION ] FOUNDATION 1 ST/ REBAR [ . ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ _] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: aRlix, 4zk-: 6k- DATE - a ;a _INSPECTOR OF SOUIyo� # . TOWN'OF SOUTHOLD.BUILDING DEPT. um, 631-765-1802 INSPEC ION [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] 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: e(f --Cn 1 tick �� M • � li tiM'mc � A/Yl� DATER 13 INSPECTOR OE SOUIyO� # # .TOWN.OF SOUTHOLD BUILDING DEPT. ou► N 631-765-1802 INSPECTION , [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) /[ ] CODEVIOLATION [ ] PRE C/O [ ] RENTAL' REMARKS: --w Q w/ ` P--MA-eW a)Cc A"- - X'i ton f DATE "INSPECTOR OF SOUT,�o� # TOWN OF SOUTH.OLD.BUILDING DEPT. ��Ty000NIv,�F'',o 631-765-1802 ,(,�* . INSPECTION [ ] FOUNDATION. 1ST/ REBAR [ RO PLBG. [ ] F DATION 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: �0�x kp6vLt-,- ivy-)(� DATE l INSPECTOR aOF SOUIyO� 0 # # TbWN OF SOUTHOLD BUIL NG T. o�+� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. : [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] -FRAMING /STRAPPING [ ] .FINAL [ ] ' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION' [/ ] PRE C/O [ ] RENTAL REMARKS: e AA-eJ, ,� Jo,4 , �'/01 Y o nCl A C41,,ox) Aj, DATE INSPECTOR Of SOUTy�� _ � Zv �i(X✓l �,� # TO N O SOUTHOLD BUILDING DEPT. courme�'' �y% � 631-765-1802' INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING { ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) M ELECTRICAL (FINAL) [ ] CODE VIOLATION . ] PRE C/O [ ] RENTAL REMARKS: p'sQ -te�v s-e&.y Glj f/tile DATE INSPECTOR y SO(/1,�°�o # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 NSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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 ' aREMARKS: V� (� vet 1--,ml Urd v� c A 1 �. D AAA � SCt byn, qA_QJPl(l wu DATE INSPECTOR = tbcv� C .. IFour��aton�*V�la�ls, -f { Exp sed: aor+a FE �• . NA ,r a R . _ 1 • ��t x m f l � lr�fiitration �` - f ' if r - Y x e t!! ! ! t. �' '•f t 1!k •Y\/+ k-. a.1.;V �F i. a,�/\CMY,S' !FTotai: Duct Leak77 a� }2� .fir�$ {r e77 n 1 ��r I�; rv�r G ,.} ,� r't2. � J E 1wr .1,�,�I t ~� �r��b x � T ' •f `r��•.� ^, t t S U t1 i �y t ry •! 1 < - ttr7 air dtnu � �,F :Pra a n. X,'rb.`1 •�,xCD, < t t tC�L + or r + ,r w y•. + s� ti< r +, +� �'' c x t J f• LEI i � � - t s h at ,a , amen �n717 r v P 10411 HI ^ a; s r W I f MEW Nal , r } µ^. ,s y / f d r r\ � n Ino�„Nu ro•• - - s tl k r- Z t Home Energy Rating Certifica 025 Property HERS 3UL 3 0 2 Speonk Land Development, LLC Rating Type: Confirmed Certified Energy Rater: Jerry D'Ama 520 Zena Road Rating Date: 2025-07-05 Rating Number: 2023 018 actor'ant Mattituck, NY 11952 Registry ID: 082184198 gTown91gouthold Town of Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 40.0 $1283 37% General Information Cooling 1.9 $111 3% Conditioned Area 3632 sq. ft. House Type Single-family detached Hot Water 15.0 $348 10% Conditioned Volume 38800 cubic ft. Foundation Conditioned basement Lights/Appliances 29.8 $1590 46% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 47o Mechanical Systems Features Total 86.7 $3484 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Water Heating: Conventional, Propane, 0.72 EF,48.0 Gal. F 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, 119 cfm, 96.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab R-0.0 eOi Under Sealed Attic R-39.0 Exposed Floor NA Vaulted Ceiling NA Window Type. U-ValuGC: 0.310 Above Grade Walls R-20.0 Infiltration Rate 696 CGHFoundation Walls R-11.0 Method Blowe 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 14 1 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 v.16.3.4 Build: 1M This information does not constitute any warranty of energy costs or savings. m 1985-2022 NORESCO; Boulder, C lorado. - The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Off UT' . �HOMES 1LIPA Long island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes - Certified Home Address: 520 Zena Road City: Mattituck Builder Name: Modern Age Home Builders, LLC Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: July 5, 2025. Outdoors Temp During Test: 76 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5•4 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -5•4 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heattng System. Primary: Yes ✓ No_ Type: Furnace ✓ Boiler—Heat Pump—Other E cie�r Fnel e z Venting Tune t Dra S,In llaee S In llnpe CO CO Circle a .. . .. Pascal.,.:`.. ` orst Case dtrira! ',.orst Case. .. =alum! Ratinn: N_P✓ O_E N V_M_S✓ Pa. Pass ✓ Fail_ Pass✓ Fail_ 8 PPM 8 PPM ' r Yes ✓ TT StandardTank V. lndiiw Tankless Size: 48 Style Common Ventf❑ Water Heater : Prima No Instantaneous Commericial ' �](See Note S below) (Gallons) Stand Alone E nclen s plr�el Tyne a ' VenilneSpillage(Natural) CO CO (ClrcleT Type)_ ;(Ppscal) ; (Worse Case).' ~: (Worse Case) (Natural) EF: N_P ✓O_E_ N M✓ S - Pa. Pass ✓ Fail Pass✓Fail_ 5 PPM 5 PPM Overt Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes No— Oven CO 9 PPM Ambient CO(During Oven CO Testing) 0 PPM Heating System Efflclency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP Wheat pump is geothermal z Fuel Type. N —Natural Gas. P=Propane O=Oil E=Electric 3 Veirting 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 are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater S le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Ef. lclency: 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: July 5, 2025 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 t The Aurora Detached Garage - 520 Zena Road, Mattituck HVAC Load Calculations for D Modern Age Home Builders,.LLC JUL 3 0 2025 i 3080 Route 112, Suite C Medford, NY 11763 Building Department Town of Southold EFjkt SAWN ��V C HVAC Lows Prepared By: Jerry D'Amaro D'Amaro Engineering And Surveying, P.C. 20 Mariposa Lane Manorville, NY 11949-3356 631-878-7808 Tuesday, February 27,2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters _ 4 The Aurora Detached Garage ,520.Zena,Road„Mattituck. Brookhaven NY 11719 - Page 2 Pro"ect Report General'Prdect Information ,. 71 Project Filename: C:\Users\JTDWppData\Local\Elite Software\Rhvac 9\Manual J -Aurora 520 Zena Road.rh9 Project Title: The Aurora Detached Garage -520 Zena Road, Mattituck Designed By: Jerry D'Amaro Project Date: February 27, 2024 Client Name: Modern Age Home Builders, LLC Client Address: 3080 Route 112, Suite C Client City: Medford, NY 11763 Client Phone: 631-569-4513 Client Comment: Company Name: D'Amaro Engineering And Surveying, P.C. Company Representative: Jerry D'Amaro Company Address: 20 Mariposa Lane Company City: Manorville, NY 11949-3356 Company Phone: 631-878-7808 Company E-Mail Address: jdamaro@optonline.net Company Website: www.damaroengineering.com Company Comment: Desi n Data Reference City: Westhampton, New York Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 105 ft. Altitude Factor: 0.996 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 27 Check Fiures Total Building Supply CFM: 1,117 CFM Per Square ft.: 0.307 Square ft. of Room Area: 3,632 Square ft. Per Ton: 1,372 Volume (ft'): 38,738 Fii—ing Loads j`. Total Heating Required Including Ventilation Air: 49,124 Btuh 49.124 MBH Total Sensible Gain: 24,776 Btu 85 % Total Latent Gain: 4,418 Btu 15 % Total Cooling Required Including Ventilation Air: 29,194 Btu 2.43 Tons (Based On Sensible+ Latent) 2.65 Tons (Based On 78% Sensible Capacity) x, e Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, February 27, 2024, 9:52 AM Rhvac—Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters.. _ :_= The Aurora_Detached Oa rage-.520 Ze_na.Road,Mattituck Brookhaven NY 11719 Page 3 Miscellaneous Report System 1 Maln F t �G�alrisM ` Outdoor= Outdoor S jOutdoor Indoor Indoors*Di erene Input Data y Dry BurlWet Bulb �Rel:Hum 'Rel Hum + �,wQry-Bulb Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 27.00 e � Duct'8W_h_ In uts° m 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 y Winter Summer Infiltration Specified: 0.282 AC/hr 0.126 AC/hr 182 CFM 81 CFM Infiltration Actual: 0.225 AC/hr 0.000 AC/hr Building Volume: X 38,738 Cu.ft. X 38.738 Cu.ft. 8,705 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 145 CFM 0 CFM Total Building Ventilation: 110 CFM 110 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 10.96 = (1.10 X 0.996 X 10.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 18.29 = (0.68 X 0.996 X 27.00 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.75 = (1.10 X 0.996 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.282 AC/hr(182 CFM) Summer Infiltration Specified: 0.126 AC/hr(81 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: 1,937 Test AC/hr(Selected): 3 Tuesday, February 27, 2024, 9:52 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters _- -, _. The-Aurora Detached Garage,-520 Zena-Road,_M_attit_uck Brookhaven NY 11719 Pace 4 Load; ,Preview: a ort. Net Rec ft.2 Sen Lat Net Sen Sys Sys Sys Duct Scope Ton Ton Iron Area Gain Gain Gain Loss Htg Clg Act Size CFM CFM CFM Building 2.43 2.65 1,372' 3,632 24,776 4,418 29,194 49,124, 617. .1,117. 1,117 System 1 2.43 2.65 1,372 3,632 24,776 4,418. 29,194, 49,124 617 1 117I 1,11T 1414 Ventilation 301 2,012 2,313' 1,808 Blower 850 850, Zone 1 -Clg.:52%, Htg.:70% 2,430 13,804 1,406 15,210 33,013 430 I 650 10x11 1-Basement 1,215 866 0 866: 20,119 41 262 0--0' 2-Living Room/Foyer 369 2,234 200 2,434. 3,911 51 d; 105 1--6 3-Kitchen_/Family Room 584 9,585 1,206 10,791 5,982 78 g 451 2--8 4-Dining Room/Powder Room 263, 1,119 0 1,119 3,001 39, 53� 1--4 ,,2,,.Zone 2-Clg:48% Htg_:-30% 120 ' 12809 1000 13, ,809' 14303 186_ _ _ _ + 603 8x14 5-Master Bedroom 244 4,946 400 5,346 3,480 45 233. 1-8 6-Master Closet 58 63 _ 0 63; 410 w . _ 3; 5. 1--4 7-Bedroom 2 215• 2,966 200' 3,166 3,103 40 1 140 1--6 8-Bedroom 3 154: 1,814 200 2,014 2,265 30 & 85; 1--6 9-Bedroom 4 142' 1,601_ 200 1,801 1,_108'_ _14 75; 1--6 10-Family Bath 61 131 0 132 501®. - 6, 7' 1--4 11-Master Bath 126: 383 0' 383; 2,115,�____._18; 28, 1--4 12-Hall/Laundry 201 904 0, 904 1,321 17 D I 43: 1-4 Sum of room airflows may be greater than system airflow_ system has multiple zones_ and system_room_airflow uses the greater of heating or cooling. Tuesday, February 27, 2024, 9:52 AM "Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. ,Home Energy Compliance Raters, _ _ ;The.Aurora Detached Garage_520.Zena,Road,,Mattituck Brookhaven, NY 11719 _ Pa e 5 Duct.Size Preview . Room or Minimum Maximum Rough. Design SP Duct Duct IHtg ICig Act. Duct Reg Duct Name Source Velocit Velocit Factor U100 Loss Velocit Len th Flow Flow Flow Size Size System 1 . Supply Runouts Zone 1 1-Basement Built-In 500 750 0.01 0.1. 0 262 0--0 2-Living Room/Foyer Built-In 500 750 0.01 0.1 535.7 _ 51 10 105 1--6 3-Kitchen/Family Built-In 500 750 0.01 0.1 646.5 78® 451 2--84 Room 4-Dining Built-In 500, 750 0.01 0.1` 603.8 39� 53 1--4, Room/Powder Room Zone 2 5-Master Bedroom Built-In 500 750 0.01 0.1 667.2 45 6 233 1--8 6-Master Closet Built-In 500 750 0.01 0.1 61.2' �i_ _ 3 5 1-4 7-Bedroom 2 Built-In 500, 750 0.01 0.1i 711.3 40 140_ 1.40 1--6 8-Bedroom3 Built-In 500 750 0.01, 0.1 435 300W 85' 1--6' 9-Bedroom4 Built-In 500 750 0.01 0.1 383.9 14® 75' 1--6 10-Family Bath Built-In 500, 750 0.01 0.1 74.8 ® 6 7 1-4 11-Master Bath Built-In 500 750 0.01; 0.1' 316 17 18; 28, 1-1-412-Hall/Laundry _ Built-In 500 750 0.01 0.1 487.8; 4 I 43 1--4 Other Ducts in System Supply Main Trunk 'Built-In 700 900 0.0003' 0.1; 820.4 l 617 1 1 11 1 1,117 14x14. Summary System 1 Heating Flow: 617 Cooling Flow: 1117 Tuesday, February 27, 2024, 9:52 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home.Energy Compliance Raters _ The Aurora Detached Garage-520_Zena Road,Mattituck Brookhaven NY 11719 Page 6 Tow.8uildin :Summaly Loads w area Componentay , f �; Sen g Later xSen a ' Total; Descrl`tion _ .>, � "" Quan �g ;.Loss ",Gain'- , 1 .97 ain: United Window: Glazing-JTD United Windows and Doors, 241.4 4,346 0 4,114 4,114 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 0 640 640 U-value 0.3, SHGC 0.3 United Glass Door: Glazing-JTD United sliding patio door, 42 706 0 1,343 1,343 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 Front Door: Door-JTD -Therma-Tru Fibrt-Classic 18.7 258 0 90 90 with Sidelites, U-value 0.23 R-11 Blanket-8: Wall-Basement, Custom, JTD 8' below 1173.3 3,833 0 56 56 grade, U-value 0.052, above grade U-value 0.091 R-11 Blanket-0: Wall-Basement, Custom, JTD 0' below 92.8 479 0 66 66 grade for doors, U-value 0.086, above grade U-value 0.086 R-20 Batt+XPS: Wall-Frame, Custom, JTD R-15 batts + 2386.5 8,020 0 1,030 1,030 1" Rigid Foam continuous, U-value 0.056 R-18 Gable: Wall-Frame, Custom, JTD 2" SPF+ V 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 1354.1 2,844 0 948 948 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, dark asphalt, U-value 0.035 R.-O.BSMT: Floor-Basement.Custom,_JTD, U-value_0.2 1215 14,580 0 0 0 Subtotals for structure: 37,778 0 8,762 8,762 People: 8 1,600 1,840 3,440 Equipment: 806 8,249 9,055 Lighting: 1400 4,774 4,774 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 145, Summer CFM: 0 9,538 0 0 0 Ventilation: Winter CFM: 110, Summer CFM: 110 1,808 2,012 301 2,313 Blower Heat Gain 249 watts: 0 0 850 850 Total Building Load Totals: 49,124 4,418 24,776 29,194 _Chbbie-Fi`uresr... c x 't >' z,._ , ..fix. Total Building Supply CFM: 1,117 CFM Per Square ft.: 0.307 Square ft. of Room Area: 3,632 Square ft. Per Ton: 1,372 Volume (ft'): 38,738 w,ry, ^ BlJlldlll LYoadS ` Total Heating Required Including Ventilation Air: 49,124 Btuh 49.124 MBH Total Sensible Gain: 24,776 Btuh 85 % Total Latent Gain: 4,418 Btuh 15 % Total Cooling Required Including Ventilation Air: 29,194 Btuh 2.43 Tons (Based On Sensible+ Latent) 2.65 Tons (Based On 78% Sensible Capacity) Y , + 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. Tuesday, February 27, 2024, 9:52 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. _Home Energy-ComQiance,RaterS,_,. _ The Aurora Detached.Garage-_520Zena.Road,_Mattituck. Brookhaven NY 11719 Page 7 Total Building .Summa Loads cont'd of "4t t, c rr"eP tom' Notes., M .,rMN y All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, February 27, 2024, 9:52 AM Rhvac-Residential&Light commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Aurora Detached Garage-520 Zena Road,Matttuck Brookhaven NY 11719 Pa e 8 Manual S P&fdrmance Data - System 1 = Main Loads and Desi n Conditions Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 24,776 Outdoor Wet Bulb: 71 Latent Gain: 4,418 Indoor Dry Bulb: 75 Total Gain: 29,194 Indoor RH: 50 Load SHR: 0.85 Supply Airflow: 1,117 Entering Dry Bulb: 76 Entering Wet Bulb: 63.4 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 49,124 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.3 Indoor RH: 30 Supply Airflow: 617 Equipment Performance Data at,S stem Design Conditions . This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: ML14XC1S036-230B**, Indoor Model: CH35-36B+TDR+TXV AHRI Reference Number: 9150115Nominal Capacity: 33,200, Manufacturer: LENNOX EDBEDB ' .. EWB rtAir Flow ODB t Total t Power Capacity Input; Sensible Sensible d `Srf Capacity SlP: ;;Capacity .�Btuh"' Btuh '1'075 33800 1.9 0.76 25688 0.9 3042 63 _ ,.,133 35400 1.9 0.81 28674 0.96 3398 67 `'107 85 35400 1.9 0.61 21594 0.74 2619 133 37000 1.9 0.64 23680 0.79 2923 q Interpolation Results: Percent Load of Load Sensible Capacity: 26,720 24,776 108% Latent Capacity: 7,504 4,418 170% Total Capacity: 34,224 29,194 117% 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 49,124 130% Tuesday, February 27, 2024, 9:52 AM Rhvac-Residential&Light Commercial HVAC Loads Elite software Development,Inc. Home_Energy.Compliance_,Raters _. _ _ _.._:__._ ___.. __,_ :. r.e The,Aurora_Detached Garage,-520 Zena Road,Mattituck. Brookhaven NY 11719 Pa a 9{ S stem 9 Room Load SUm-ma' jy Mln �GRur Run Clg Clg Mln "Act; �Roorn" `}Area Sens „ _Htgt ka Diicfi£ Duct S y91 No Name '„ SF Btuh. CFM� Slze ; Vel✓ Btuh Btuh ,._�'�_,C17W CFM ---Zone 1--- 1 Basement 1,215 20,119 262 0-0 0 866 0 41 262 2 Living 369 3,911 51 1-6 536 2,234 200 105 105 Room/Foyer 3 Kitchen/Family 584 5,982 78 2-8 646 9,585 1,206 451 451 Room 4 Dining 263 3,001 39 1-4 604 1,119 0 53 53 Room/Powder _Room Zone 1 subtotal 2,430 33,013 430 13,804 1,406 650 650 ---Zone 2--- 5 Master Bedroom 244 3,480 45 1-8 667 4,946 400 233 233 6 Master Closet 58 410 5 1-4 61 63 0 3 5 7 Bedroom 2 215 3,103 40 1-6 711 2,966 200 140 140 8 Bedroom 3 154 2,265 30 1-6 435 1,814 200 85 85 9 Bedroom 4 142 1,108 14 1-6 384 1,601 200 75 75 10 Family Bath 61 501 7 1-4 75 132 0 6 7 11 Master Bath 126 2,115 28 1-4 316 383 0 18 28 12 Hall/Laundry 201._ 1,321 17 _ 1-4 488_ 904____.. 0 43 43 _._..._._-Zone 2 subtotal . _.........1,202.._ 14,303 186 12,809.._..__...._..1.,000_.........__.....__.._603 603 Ventilation 1,808 301 2,012 Blower Power _ 850 Svstem 1 total 31..._632 49,124 617 24,776 4,418 1 117 1 117 ................... _..._._____..-.._..._.._............._.__..._..___............._._-J.____........._-____l._....._ System 1 Main Trunk Size: 14x14 in. Velocity: 820 ft./min Loss per 100 ft.: 0.071 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. Coolin' S:`stem.8 mii a :a xCooling"' , Ser slble/Latent _ Ser slble� z �x Latent � �,, 4 rTotal x 4 7 Tons;; y ='S IltBtuhvMnBtufi" Btuh Net Required: 2.43 85%/ 15% 24,776 4,418 29,194 Recommended: 2.65 78%/22% 24,776 6,988 31,764 Actual: 2.77 78%/22% 25,896 7,304 33,200 E u mentData Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: EL296UH070XE36B-* ML14XC1 S036-230B** Indoor Model: CH35-36B+TDR+TXV Brand: ELITE MERIT ML14XC1 SERIES Description: Natural Gas or Propane Furnace Efficiency: 96 AFUE 14.5 SEER Sound: 0 0 Capacity: 64,000 Btuh 33,200 Btuh Adjusted Capacity: n/a 34,224 Btuh Sensible Capacity: n/a 25,896 Btuh Adjusted Sensible Capacity: n/a 26,720 Btuh Tuesday, February 27, 2024, 9:52 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Nome Energy Compliance Raters The Aurora.Detached Garage-520,Zena Road,.Mattituck _.._ _ Brookhaven NY 11719 � Page 10 S stem 1 Room Load Summary cont'd E ul ment:Dat *j-i� Latent Capacity: n/a 7,304 Btuh Adjusted Latent Capacity: n/a 7,504 Btuh AHRI Reference No.: n/a 9150115 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: 24,776 Btuh, Lat. gain: 4,418 Btuh, Sen. loss: 49,124 Btuh, Entering clg. coil DB: 76F, Entering clg. coil WB: 63AF, Entering htg. coil DB: 67.3F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg, airflow: 1117 CFM, Req. htg. airflow: 617 CFM Tuesday, February 27, 2024, 9:52 AM Examiner Review Form Residential Plans ACVI'1• RIPER 1.01 nkrx,ffix,3r for - - • (Loads, • • - 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❑X Duct distribution system sketch: Yes❑ No❑X Home Address (Street or Lot#, Block, Subdivision) HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information 1 Winter Design Conditions Building Outdoor temperature 10 OF Orientation(Front door faces) west Indoor temperature 70 OF North,East,West, South,Northeast,Northwest,Southeast,Southwest Number of bedrooms 4 Total heat loss 49124 Btu/h Summer Design Conditions Conditioned floor area 3632 Sq Ft Outdoor temperature 85 OF Number of occupants 8 Indoor temperature 75 OF Windows Roof Grains difference 97 A Gr @5a % Rh Eave overhang depth 1 7 Ft Sensible heat gain 94776 Btu/h Internal shade Drapes Eave Latent heat gain 4418 Btu/h Blinds,drapes,etc Depth Window Total heat gain 991 94 Btu/h Number of skylights EQUIPMENT • 41 Heating Equipment Data ICooling Equipment Data Blower Data Equipment type Furnace Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc Heating CFM 1 1 1 7 CFM Model EL296UH070XE36B-* Model ML14XC1S036-230B** Cooling CFM 1117 CFM Heating output capacity 64000 Btu/h Sensible cooling capacity 96790 Btu/h Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity 7504 Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 34994 Btu/h HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)�TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. ' 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. j S .�;Tf c�` �FfO( �k Town Hall Annex �0�� COGy� Telephone(631)765-1802 54375 Main Road P.Q.Box 1179 Southold,NY 119714959 y ON- BUILDING DEPARTMENT TOWN OF .SOUTHOLD i CERTIFICATION- Date: 1 Building Permit No. Nus Owner: (Please print) j Pluiriber: �. i (Please print) { i I certify that the solder used in the water supply system contains less than 2110 of 1% lead. ' 1 t (Plumbers ignature) Sworn to before me this day of` Q, 20 �G�.tgS..W NF;B �� 7, 08 `• {{ j�� 0 f��rl1 •r I 1 Notary Public; 1 County '. s - '.�: . ; 1 . l HUNTER INSULATION 675 ELTON STREET RIVERHEAD, NY 11901 (631 ) 283-4120 DLC VE JUL 3 0 2025 Building®L'partMent November 18, 2024 Town of Southold RE: 520 Zena Road Mattituck 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 walls 3" R-11 blanket. Exterior walls 3 '/s" R-15 fiberglass. Fire caulking.. Air seal. Sincerely, Arlene Welsh REM/ ate - Residential Energy.Analysis and Rating Software v1 6.3.4-Build: New York Compliance Certificate Project Title: New Home 1000-106-2-43.2 Proiected Rating: Based on Plans - Field Confirmation Required. Report Date 2024-02-27 Data Filename 2023_018 520 Zena Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Cod_ a Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 12% Heating Degree Days 5294 HERS Index 59 Construction Site Owner/Agent Designer/Contractor HERS Rater 520 Zena Road Kapetanakos Modern Age Home Builders, LLC DAmaro Engineering Mattituck, NY 11952 520 Zena Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-569-4513 631-878-7808 Building Information Conditioned Area (sq ft) 3632 Conditioned Volume(cubic ft) 38800 Insulated Shell Area (sq ft) 7160 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 4984 Maximum UA 395 Your Home Energy Cost($/yr) 4628 Your Home UA 378 Better Than Code (Pert) 7.1% Better Than Code (UA) 4.4% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value . U-Factor UA Ceilings Roof 1: R-39 SPF SA 1226 39.0 0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2445 15.0 5.0 133 AG Wall 2: R-18 SPF+Rigid 312 13.0 5.0 18 Joist 1: Cond---ambient 155 13.0 5.0 0 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. 0 1985-2022 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16:3.4 Build: New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or.Perimeter R-Value R-Value U-Factor UA Joist 2: Cond--- ambient 113 13.'0 5.0 0 " Joist 3: Cond--- ambient 23 13.0 0.0 0 Window 1: U:0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window 3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Slab Floors On-Grade Perimeter 2: R-5 Under Slab 14 n/a 0.0 2 Basement Walls Wall 1: R-11 Blanket-8ft 1317 0.0 11.0 76 Wall 2: R-11 Blanket-10ft-full 140 0.0 11.0 11 Window 5: U:0:3.0, SHGC:0.30 29 0.300 9 Door 3 22 0.220 0 Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 33.2 kBtuh, 14.5 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. . Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2018 IECC as amended by the 2020 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2018 IECC as amended by the 2020 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with I J 9 a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. REWRate=Residential Energy,Analysis and Rating Software v1 6.3.4,Build:.1,013 This information does not constitute any warranty of energy costs or savings. ©1985-2022 NORESCO, Boulder, Colorado. Page 2 of 3 ` REWRate - Residential Energy Analysis and Rating Software v16.3.4 Build: New York Complian..... er cate J 4 Name-Title Signatu Date REWRate- Residential Energy Analysis and Rating Software v16.3.4 Build: 1013 This information does not constitute any warranty of energy costs or savings. ©1985-2022 NORESCO, Boulder, Colorado. Page 3 of 3 0 --m I -- COMMENTS i � j / . FOUNDATION (1ST) Ulu ol ""I Ulm- i �3► , + ROUGH � PLUMBING Ill).. , ; ► iy� �� A INSULATION PER N.Y. il,t STATE ENERGY CODE I oil VIM ADDITIONAL COMMENTS i i • S�FFOI�'; TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny: oovv Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only rw 'f � �,117 -O i D)PERMIT NO. ✓✓�/� Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications will not be,accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. ? ,? Date:9/21/2023 OWNER(S)OF PROPERTY: Name:Speonk Land Development LLC SCTM# 1000-106.00-02.00-043.002 Project Address:520 Zena Rd, Mattituek, NY, 11952 Phone#:631-512-4522 Email:monumnetalproperty_@yahoo.com Mailing Address:3080 Route 112 Suite B, Medford, NY, 11763 'CONTACT PERSON: Name:Christopher F. Dwyer, Associate, LKMA Mailing Address:437 South Country Road, Brookhaven, NY, 11719 Phone#:631-286-8668 Email:cdwyer@Ikma.com DESIGN PROFESSIONAL INFORMATION: Name:Robert A. Steele P.E., Executive Vice President, L.K. McLean Associate, P.C. Mailing Address:437 South Country Road, Brookhaven, NY, 11719 Phone#:631-286-8668 Email:cdwyer@Ikrrla.com CONTRACTOR INFORMATION: Name:Oasis at Mattituck Corp. Mailing Address:3080 Route 112 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 El No Will excess fill be removed from premises? Ryes ❑No 1 y PROPERTY INFORMATION Existing use of property:vacant Intended use of property:Singe Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/de-sign professional is responsible for all drainage and storm water issues•as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Buildin&Department for the issuance of a Building P.ermit,pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors'on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A-misdemeanor pursuanfto Section 210.451of 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 \!aa ,20,;�� Notary Publi CHRISTINE W►EGAND NOTARY PUBLIC,State of New York PROPERTY OWNER AUTHORIZATIOM•o1W162ioaso SuffolkCoun (Where the applicant is not the owner) 'mission Explr®squgusty t 172 s residing at 437 South Country Rd, Brookhaven NY,. 11719 do hereby authorize to apply on My behalf to the Town of Southold Building Department for approval as described herein. 9/26/2023 Owner's Signature' Date di,rt_h�&-AlZg/L /5- PwW J� Print OwneN Name 2 OCT �o OFF01 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ". o =` Town Hall Annex- 54375 Main Road - PO Bois-1°179 ' oy Southold, New York 11971,-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@southoldtownny.4ov-• sea ndCc southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION , ELECTRICIAN INFORMATION (All Information Required). Date: q ISLA aoax-v 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 Lla 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: M Address: rjaO t Cross Street: Phone No.: BIdg.Permit#: jptoat email: ` Ica Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �2k1 �0(d st✓ d v�.el l I�, 2;�A U Vic; r.� �- --- - Square Footage: Circle All That Apply: LLFinal Is job ready for inspection?: YES❑ NO ©Rough In Do you need a Temp Certificate?: 21*'YES❑NO Issued On l0 2-q Temp Information: (All information required) Service SizeR1 Ph❑3 Ph Size: j rU Q_A #Meters Old Meter# _ ®New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect.Prnderground.D dverhead # Underground Laterals pfl 2 H Frame Pole Work done on Service? Y N Additional Information: 'Lee( Tcm-P AS-AP a -1'hccn K 104 a PAYMENT DUE WITH APPLICATION Io; g .Z-.f P & a,pOa� $0 sd(Q LAP SofFoc,�c BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD `"_y Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 p!� Telephone (631)765-1802 Temporary Certificate # f 3"l 7 Date 10 G 2024 Customer Name MO&Irm Lk-. u;I d4 Electrician Name aeapl ee f e;c,Con7l�p Address Qy1 Phone .- . e-mail e-mail iv►t0t� e� o 0 Phone 1e31- 6'(A- s 13 License# $ (ams Size P100 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by 1 OCT - 8 Uf pl BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 y Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a southoldtownny.gov --seand(d_southoldtownny.gov APPLICATION .FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: .01 ISIA aoaL4 Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME ,Elleec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 LV 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: yyt Address: (V-1ti - Cross Street: Phone No.: L. 1- 5(Qq-4S) Bldg.Permit Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): K�ew WW sC dtre,t l l , ZW A U 6L 5cfvl Le , • Square Footage: a Circle All That Apply: � Is job ready for inspection?: YES❑ NO ©'Rough In 0 Final Do you need a Temp Certificate?: YES❑ NO Issued On �`yot COI$ (2� Temp Information: (All information required) Service SizeQ1 Ph 03 Ph Size: ;I (-A #Meters�_ Old Meter# _ [3New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect EfUnderground LJ6verhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional Information: O ttd T-rM-P Asf' �hcc.n K I ou PAYMENT DUE WITH APPLICATION rc c 1 t ZS_-73 PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps, Have Used Sub Amps Have Used Comments n rr, ; 21 Frowein Road Center Moriches NY 11934 � la 631-874-2098 info@puccioelectriecorp.com A Job Name& Address eQQ Q-420 Q�ty POy OsL 11,Saa�� AC UNITS Pool Lights SEPTIC LINE 1 Switches EXHAUST FAN Pump FAN SPEED CONTROL Outlets CEILING FANS GFI's HI HATS ` Timer ja LIGHTS Breaker(s) 10 OUTDOOR LIGHTS Sub Panel SMOKE DETECTORS Bondine SMOKE/CO COMBOS HEAT DETECTORS (Q ( OUTLETS GFI's DISH WASHER SWITCHES FIREPLACE G Electric *Please circle one* STOVE Gas Electric *Please circle one* DRYER Gas Electric *Please circle one* WASHER PANEL ,q CO AMP GFI BREAKERS i c� i nc ARC FAULT BREAKERS (� Arc- DUAL FUNCTION BREAKERS, � 40 TOTAL BREAKERS I Tiw— BREAKERS USED °sot-F S'7C'0]KMWA\�C']E][� Scott A. Russell SUPERVISOR : : MA\1G�]E��l[]E1��C' z°. .. SOUTHOLD TOWN HALL-P.O.Box 1179 O Town of So u th o l d 53095 Main Road-SOUTHOLD,NEW YORK 11971 CRAFTER 236 ' STORMWATER MANAGEMENT REFERRAL,VOW ti ---• _ _ i lj- ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT j, lI ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) =I: ! . - - — — — — — — — — — — — — — — APPLICANT (Property Owner, Design Professional, Agent, Contractor, Other); ' j' Date: NAME: Christopher_F._Dw er 9/26/2023 = 4 ly, t i F. ISignalufel Contact Information: cdwyer@lkma co_m - h IL'-Ylad S"1'elephnne Numhe4) I, 631-286-8668. . .. ki 1, Property Address/_Location of Construction t f' 520 Zena Rd, Mattituck, NY,_11952 S.C.T.K #: 1000 District .00 02.0_ 043o.002y•s �� 106 0 .; i 1_:1 Ii r Section Block t { _ �.I .S' ,,ITT I•= 7i• �a 1";Y�'F.7 h' �;. IEO:BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than I Acre. No S.P D E S..P.ermit_is Requii ed l., ` ®` _ -- _ Project does Not Discharge to Waters of the State. No._S P D.E.S. Permit is Required Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly : )a i to Waters of the State of New York. THE-:APPLICANT-MUST OBTAIN a S P D_.E.S ermit., E : DIRECTLY From N.Y.S. D.E.C. Prior iTli uance of a Bujldjng.Permit - Area of Disturbance is Greater than I Acre& Storm-water Runoff Flaws Through Southold _ Town's MS4 Systems to Waters of the State of New York: THE APPLICANT MUST_-_OBT.AIN_ E o a S P D E S Permit through the Southold Town Engineer.ing.Qepartment, Prior to-Issuance of_a Buildin .Permit: . r Date Rev ieA ed BY: � P7-Too nrtnhPr-9n I Q Dwyer, Tracey From: Chris Dwyer <cdwyer@lkma.com> Sent: Thursday, December 7, 2023 12:26 PM To: Betsy Perkins; Dwyer, Tracey Cc: Patricia C Moore; KYLEE DEFRESE Subject: RE:ZENA ROAD; 1000-106-2-43.2 Hi there. It was submitted on November 22, 2023. Regards, Chris From: Betsy Perkins [mailto:betsy@mooreattys.com] Sent:Thursday, December 7, 2023 12:13 PM To: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us> _ __Cc: Patricia C Moore<PCMOORE@mooreattys.com>; KYLEE DEFRESE<kylee@mooreattys.com>; Chris Dwyer <cdwyer@lkma.com> iSubject:ZENA ROAD; 1000-106-2-43.2 hi Tracy. Chris Dwyer asked that we forward the attached to you. This lot is exempt from merger because it received in 1986 both a "set-off' and an area variance (Appeal #3517). three Captain Kid lots were merged&re-split into 2 lots (now 1000-106-2-43.1 &43.2) I am attaching both the set-off and the variance. Please give us a call if you have any questions. Thanks. PLEASE REPLY TO ALLH Betsy Perkins, Paralegal --------------------------- Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765.4643 631.765.4330 www.mooreattys.com WARNING External Email: This email originated from outside LKMA. Please do not click links,respond or open attachments unless you trust the Sender. 1 LIURAL. K. McLean Associates, D.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 ROBERT A.STEELE,P.E.PRESIDENT and CEO Associates JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. CHRISTOPHER F.DWYER,VICE PRESIDENT ANDREW B.SPEISER KEITH J.MASSERIA,P.E.,VICE PRESIDENT VINCENT CORRADO,P.E. MATTHEW JEDLICKA,LEED AP,PRINCIPAL KEVIN J.PETERMAN,P.E. TAMARA STILLMAN,P.L.S.,PRINCIPAL-DIRECTOR OF SURVEY KARA M.O'NEILL,GISP,MBA CHRISTINE L.BELSON,MBA,SHRM-SCP,PRINCIPAL-CONTROLLER Town of Southold March 25,2024 Building Department ram., -a �"'•`r'r;'' - `� 54375 Main Road, P.O. Box 11 Southold, NY, 11971 { Re: 520 Zena Road,Mattituck,NY,11952 Letter Requesting Building Permit LKMA Project#:23098.000 : ? SCTM:1000-106.00-02.00-043.002 To Whom It May Concern: In order to obtain a building permit for a property located at 520 Zena Road, Mattituck, NY, 11952, we are submitting the following: • (1)Copy of SCDHS Approved Plans • (1)Signed Stromwater Management Plan • (1)Stormwater management referral form • (1)Original ResCheck, Manuals, HVAC loads,etc. • (4)Original Signed Sets of Architectural Drawings 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, Christopher F. Dwyer,Vice President CFD:vc Enc(5) Cc: Speonk Land Development LLC w/enc. LKMA File Copy Established 1950 L1CiBA LETTER OF TRANSMITTAL L. K.McLEAN ASSOCIATES,P.C. CONSULTING ENGINEERS DATE: 04/24/24 1 PROJ NO.: 23098 437 SOUTH COUNTRY ROAD ATT: To Whom It May Concern BROOKHAVEN,NEW YORK 11719 RE: 520 Zena Road,Mattituck SCTM#1000-106.00-02.00-043.002 TO: Town of Southold Building Department 54375 Main Road Architectural Plans PO Box 1179 Southold,NY 11971 We are sending you Fx Attached 0 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 4 4/24/2024 6 Stamped&Signed Architectural Plans(241'x36") f 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,Brooklyn Timber LLC Srg.Qed: Chr�topher F.Dwyer,Associate(Ruth.Agent). .APR 2 5 2024 f O� Q 6 TO � Jul 2 L.K.McLEAN ASSOCIATES,P.C. G fly` 'OF TRANSMITTAL CONSULTING ENGINEERS $ A 07/25/24 PROJ NO:: 23098 437 SOUTH COUNTRY ROAD .r� ATT: To Whom it May Concern BROOKHAVEN,NEW YORK 11719 RE: R-23-0991 TO: Town of Southampton 520 Zena Road,Mattituck,NY 11952 Building Department 116 Hampton Road Southampton,NY 11968 We are sending you 5-1 Attached 0 Under separate cover via the following items: Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order Other: I Copies Date No.Sheets Description 3 7/25/2024 1 Foundation As-Built Plan These are transmitted as checked below: X For Approval Approved as Noted Resubmit Copies for Approval 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: Jake Ortiz-VanEvery #5 011(0 let pd � 3 p 2025 L11AA L. K.McLEAN ASSOCIATES,D.P.C. u�itd• pet! u R OF TRANSMITTAL 44 CONSULTING ENGINEERS 8 7/29/25 PROJ NO.: 23098 437 SOUTH COUNTRY ROAD Z� ATT: To Whom It May Concern BROOKHAVEN,NEW YORK 11719 RE: 520 Zena Road,Mattituck SCTM#1000-106.00-02.00-043.002 TO: Town of Southold Building Department 54375 Main Road PO Box 1179 CO Documents Southold,NY 11971 We are sending you Ox Attached 0 Under separate cover via the following items: Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 1 7.29.25 2 HERS Blower Door Test Report 1 7.29.25 11 Manual J+S 1 7.29.25 1 SCDHS Approved Final As-Built Plan 1 7.29.25 1 Solder Certificate 1 7.29.25 1 Hot Water Heater Picture 1 7.29.25 1 Electric Panel Picture 1 7.29.25 1 Insulation Certificate 1 7.29.25 1 Electric Certificate 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: Grant Frevert PART OF LOT 154 PROPERTY SURVEY EP 10a79 OF x10a83 \ (S 86°00'30' E Map) PIN / CWITH 'X AP LOT 153 AND PART OF LOT 154 \ N 81°3247' E 133,59' o.s'w Q9„ _ _ _ x104R6 _ x104.45 0.2 N x ON THE \ 1aAA661 x104.7, - 6'Pvc PENCE SUBDIVISION MAP OF EP/0Q91 CAPTAIN KIDD ESTATES \ / / -104- / / x108B7 FILED JANUARY 19, 1949 AS MAP NO. 1672 x1=86 \ \ / / / / SITUATE AT A \ o PART OF LOT 154 /5° MATTITUCK \ to o\\ x10373 - o TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK EP 100.5 _ o 0 xt°a45 \ �j03� / W x10339 / AREA OF PARCEL = 13,825f SQ.FT. OR 0.317f ACRE 3 \ C5x10224- / / ' LOT 152 3 fj _I°2- -. O 110 9 / Q NOTES \ g VACANT/VO0DED z `' o o - - 1a.°n / , : 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. EP 99.24 \ ) 3 x10a72 I (�•� o 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, A\ x9A23 / p LONG ISLAND ZONE. Z x16a51\ x9R80 0MW 0 p% 3• ELEVATIONS REFERENCE NA VD 1988(GEOIDI2A). 100� 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE x99.49 x 99.94 (� NEW YORK STATE EDUCATION LAW. / 1 V \ -99 LOT 153 I 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITHAN ORIGINAL OF ` THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE EP 97.37 v, 99.00 VALID TRUE COPIES. a x 97.38 o I I 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN 3 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS 98-- ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND \ I SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM I x 9727 THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,-97 x97.19 GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE / \ � ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. � ! Z RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. / £P 946°\ // _Jx \ x97.59 \ I & THE SURVEY CLOSES MATHEMATICALLY. X 94.67 \ 96` `7JI PIP I 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUT 0.6 nl LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, \ 95� S 81°32' 7��✓ .2 I SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. / EP 92.77 `93\ - -8��'3B�I "`�'Y'� B M.-96.21 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT.SUBJECT TO SOH � H AG. NAIL SIB LEGEND 013 -SOH \ IN UTILITY POLE J ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY 0OH 1 9234 x9271 x9342 REVEAL STOP UTILITY LIGHT POLE �- \ / 92- \92.19 EP 9807 \ EDGE OF PAVEMENT EP 9388\ EP 94.72 EP 930a -0. • • • ••• •• •UTILITY POLE / D4 • • • ••• •• •WATER VALVE x91.65 \ • . . .. . .• SIGN EP • •• •• .•• •EDGE OF PAVEMENT 91- \ x 92.43 \ x 9a45 x 94se x 9494 07/26/23 T.L.S. I ADDED FILE MAP BEARINGS T.L.S. M • •• •• ••• •MAILBOX 9a94 DATE BY DESCRIPTION APPROV. BY x91.°5• •• •• ••• •SPOT ELEVATION CAPTAIN KIDD DRIVE ��,or N't y REVISIONS -mi.• •• •• ••• •SANITARY .VENT 8R99x (50 WIDE) �� t• ST1 Dip CERTIFIED TO: Town of Southold � Speonk Land Development LLC Suffolk County, New York Eminent Abstract Inc. 520 Zena Road Westcor Land Title Insurance Company Mattituck, New York I hereby certify that this ma was made from an actual survey Topographic Survey SUFFOLK COUNTY REAL PROPERTY TAX MAP Y fY P Y DISTRICT 1000 0� completed by me on 0610912023. L. K. MCLEAN ASSOCIATES, P.C. 050528 CONSULTING ENGINEERS & LAND SURVEYORS SECTION 106.00 �((� 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK BLOCK 02.00 �/♦�1115V�' � �� e. Sheet No. LOT 043.002 (,/�1n�Vv �+�vas�By. C.M./N.R. dye: 1" =20' TAMARA L. STILLMAN,P.L.S. Drown Br D.M. Data 06/19/2023 Il PA23098.000 520 Zena Rd Mattltuck\Survey Dept\Draw/ngs\23098.000 Survey.dwg 712612023 9,10 AM Tamara Stillman NYSPLS No.50528 Approved By, T.L.S. Foe No. 1-3098.000 Il { PROJECT LAND N/F LOCATION OF ALEXANDRA AND JOHN KAPETANOS LAND N/F EROSION CONTROL NOTES: BUILDINGS: , \ \ (VACANT/PUBLIC WATER AVAILABLE) / PIN OF EXISTING VACANT 5 NA;,p11 PROPOSED N 81'32'47" E 133.59' CAP MANL HARRIET FRANGAS 1. THE FOLLOWING TEMPORARY CONTROL MEASURES iAt1`O z ♦. NOS 5'STRIP D.STV EL(DEVELOPED/ANDPUBLIC WATER) SHALL BE CONSIDERED AS A MINIMUM. PROPOSED 2 STORY RESIDENCE ..,ram N,OWD T DEN / u 2. x—� W/4 BEDROOMS rv-,eN E— — 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION { \ \ 10 ) CONTROL MEASURES SHOWN,THE CONTRACTOR SITE DATA: SHALL COMPLY WITH ALL ADDITIONAL MEASURES SCTMS: 1000-106.00-02.00-043.002 "v ` � >rl DEEMED NECESSARY BY THE ENGINEER PRIOR TO r ; 10'PRIMARY SETBACK l� • Rot' AND/OR DURING THE COURSE OF THE SITE AREA: 0.317 ACRE C CONSTRUCTION. / v \'°a l DWI ° GENERAL NOTES _ y 10" / I 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON 1. NO EXISTING SURFACE WATER WITHIN 100' fj THE PLANS SHALL BE INSTALLED PRIOR TO 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150'OF THE PROPOSED SANITARY SYSTEM.NO D� DISTURBING ANY SOIL AS DIRECTED BY 7HE PUBLIC WATER WELLS ARE WITHIN 200'OF THE PROPOSED SANITARY SYSTEM ENGINEER.THE CONTRACTOR SHALL MAINTAIN ALL 3. NO DRAINAGE STRUCTURES WITHIN 10'OF SANITARY SYSTEM SEDIMENT CONTROLS AND REMOVE COLLECTED 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS.SEDIMENT ON A WEEKLY ASIS OR AS ' 1P008'.3666••, o BY THE ENGINEER.COLLECTED MAT RIAL SHALL BED n P•v, ..'F ,q•'dfir.itG DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION SURVEY NOTES: ^; �"�• ° O AS DIRECTED BY THE ENGINEER. 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. F1 8.3' O 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE. ONSTRUCTION - S PROPOSED $. l5 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. ? o=\ / ' ENTRANCE _ / I N MAY OCCUR UNTIL ALL SEDIMENT CONTROL 4. UNAUTHORIZED ALTERATION OR ADD TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS MEASURES DEPICTED ARE IN PLACE,AND APPROVED SEAL IS A VIOLATION OF SECTION 7209,209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW ` `7 BY THE ENGINEER. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND G�^r q $ 3 y) ✓ — / SURVEYOR'S•EMBOSSED'OR'INKED•SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES. ua IEnAoaa hY' -:+ mdSFatwfs At-'dma 92023 4 Tmaaaf £ '' J ao' 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH LOCATION MAP 3 \ z�`�r CONRCR rz'- o I 703 ) 1 mu FOR THE DURATION OF THE SITE WORK UPON THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE W'S.UT I �{4 3 ) COMPLETION OF WORK IN SEQUENCE. ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE ' St0 PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, N.T.S. 'p AREA AS EO 7• LD / '1 L=_J350 v PRpPRE51DE MS S' / 1 w GOVERNMENTAL AGENCY AND LENDING INST TUT ON LISTED HEREON AND 70 THE ASSIGNEES OF THE y) LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR 1v \ N R/ �y A BUNT EMENj �� / �\ •M- 7. RIGHTS-OSUBSEQUF WAY NOWNOT SHOWN ARE NOT CERTIFIED. Tp50 n W I u) ^ B. THE SURVEY CLOSES MATHEMATICALLY. c \ PROPOSED SILT p /•r O FENCE(TYPJ \ m I •^ O� D ,\[v`'^ V ST C 35.1' w o B0 1 ,g = D Ll I moon MAY 2024 9g N �.O x rn \9 W N I N W P 0 P IM 55 x F —I I B V iLtjJal\G LJEM 9s 34:2 to0 EyJ 101 egg O lV OF SO A MID6 Date:6IB23 \9 99 \ 81 THICK REINFORCED CONCRETE COVER S\ �� 9� ^ I CONCRETE SLAB BELOW GRADE 97 I E E Brown.tVAerd SM 6 SORFALE AS PER SITE PLAN £ _90.6'N E E EL 94.6 saw - �9s— S 81'32' "yM 79-.Z7'� — — — / \93--- _aH off e.Y;-seT `l #1 DH �e DH STOP O�- NAIL SEAT _J CHIMNEY NW EYAST CONCRETE 77''ll j `92 ` EDGE- PAVEMENT _ m °°Ol ®® '� � III�III CAPT�AT�I KIDD DRIV °®®®®®— \ C\� IIIII= °®®®® e•ADS DRAINAGE PIPE Pwe omwn fora eelp ESP6'ADS - /\`' (Jt/T WIDE) °®®®® TRENCH DRAIN DRAINAGE ONLY.Cl FOR SITE PLAN lllll ®®® _ °®® — .o SCALE 1"=30' - ®® I I Iln NLLLlI W — mmlllll EL 80.6 C SAND SITE PLAN DATA. — IIII T o — LEAN am GROUND GRAVEL FILL , SPEONK LAND DEVELOPMENT LLC WATER - Damer G SAND ZENA RD, MATTITUCK, NY, 11952 GRAVEL TEST HOLE�, _0 1000-106.00-02.00-043.002 BY MCDONALD GEOSERVICES ON 6/28/22 a, SITE AREA: 13,825 SF �0.317 ACRES 16' MINIMUM z,2 TYPICAL SECTION ® LEACHING POOL (DW) N.T.S. 0 LIMITS OF GRADING: 13,825 SF /0.317 ACRES FENCE PO 2 WOVEN VAR,FENCE , N 1 S" v I•• � FILTER CLOYA STORMWATER DRAINAGE f+ r' o CALCULATIONS: oy' E EYem Fluor cLDTH F' YIN. 6• INTO GROUND �'°'•'t RmmREe DRAINADE dLcuunoHs: Paorosm DRAWAGE cALeuunoHs: PERSPECTIVE VIEW I maw,o V (2'RAIN EVENT) �I ASPHALT DRIVEWAY(DW11 NOTE: C.(IMPERVIOUS (ASPHALT)-821 SF 104.17 OF REWIRED 1/2 AC DRAINAGE MLA C-(625- 1)=625 B'0 D (I)B ILEAC]LF/STRUCTURES URES C 2 A7 VF 1/2 ACRE / 100 LINEAR FEET C 625 V 2'/12'fRAINFALI-tD4 t7 CF PROVIDE(1)80 LEACHING STRUCTURES O1'DEPItI '•y S.✓ `4i. �`y S. k -- .Eft, y C) IMPEWOUS(ROOF)-1,6U0 SF 8QQE(DW2) - SECTION DETAIL / C=(1,8o0 x 1)-1.6DO 266.67 CF REQUIRED of t x rnz•TRAINF n.z6667 cF e'•oRLWEu=zsss7 CF/4zzs CFAIF=6.31 vF SILT FENCE DETAILS �i PROVIDE(1)80 IEACNWG STRUCTURES 07'DEPTH IMPERVIOUS(ROOF GARAGE)-620 SF C-(620 X 1)-620 BDDE 68BAGE DW3) r 'j 82o x 2'/12'lRAINFALLI-to]}}CF 103.33 CF REQUIRED Y r ^ � 'v.�rT.1rY c,'-'i. ,.f" a„�FgYLrt,''' s B'0 DRYWELIr 1013]CF/4?26 LYNF-?ax Vi F LEADER to' 4/2/24 MF MOVED HOUSE&GARAGE AS PER COMMENTS FROM TOWN CFD U PROVIDE(1)80 IEACHNG STRUCTURES O6'DEPTH / LEGEND: (EXTRA DEPTH ADDED FOR POOL BACKWASH) TFLWSTION O � O - DATE BY DESCRIPTION APPROV. BY U PROPERTY LINE CAST IRON CIFANOUT'T BRANCH v ®• fs 520 Z E N A ROAD PROPOSED CONTOUR WITH BRASS OR BRONZE THREADED PLUG REVISIONS F'1� Aw,rz —11.0— EXISTING CONTOUR CAST IRON CLEANOUT T BRANCH v\SAND WITH BRASS OR BRONZE THREADED PLUG q PLAN VIEW t009 PROPOSED CEN5 I/A TANK 1%MIN.PITCH GRADE }'- O SNELRTHFG LE MATTITUCK NY 11952 DMO PROPOSED DISTRIBUTION/SAMPLING MANHOLE I I=III A A (if •CO PROPOSED SANITARY CLEAN OUT DIX S stop E sEDnDB 520 ZENA ROAD, MATTITUCK, NY 1 195? —E—PROPOSED U.G.ELECTRIC A-A ft O A D v 1:1 OR FLATTER N �� PROPOSED SANITARY LEACHING POOL �'� O Q Q Q Q O SIDE SLOPE lama-mwoRo,omwnm ELAN �`o N �"° "" STORMWATER MANAGEMENT PL--r._:% —6— PROPOSED SANITARY PIPE CONCRETE WASHOUT DETAIL caass SECTION fwwT PROPOSED B•0 DRAINAGE STRUCTURE(SOLD COVER) 0 ROOF LEADER DOWNFALL N.T.S. TEMPORARY CONSTRUCTION ENTRANCE L. K. McLEAN ASSOCIATES, D.P.C. O PROPOSED WATER SERVICE 6°' " �� DETAIL ENGINEERING h SURVEYING 437 SOUTH COUNTRY END.,BROOgNVEN,NEW PORK 17719 TEST HOLE LOCATION N.T.S. Sheet No. a, Designed RLKM H�.Ns Designed By: MF/CFD Scale: AS NOTED 0 ".FN �a MW EX.UNDERGROUND WATER Aw/ Ta• •N'TM° " IAa� N '�a •a< c K Drawn By- MF Dote: MARCH 2O24 C i vso®c,K DAL Daoa""�`ar ra.um.w°"`ol ra Approved BY RAS File No. 23098.000 ----------- ------ -- I , LOCATION PROJECT mOc LAND N/F G 2 OF gggg /3. l' ALEXANDRA AND JOHN WIPEFANOS (VACANT/PUBLIC WATER AVAILABLE) a>. ofNam G 1'(. `. ANUEL AND W+RRIET FRANGAS N 81'32'47" E 133.59' ES!MDEVELOPED/PUBUC WATER 1 I� F. DW ID_PRueARYsna�cK �, _ f - - AID PROPOSED'\ i` 7pJ / .6E ` DWI 10}/ �'' I' b�"`.` N STRIP l 1` DRAIN 1 _ 18'x36POOL ' ,'\ �. � 1,o,tr,a MS d4CM3 h mm>ofLLt o I LOCATION MAP j T3 N N.T.S. j BUILDINGS: EXISTING VACANT FE'� -. _y1p' - / ro(01�0� '/ / f03 � �Tui PROPOSED - 2 STORY RESIDENCE C `t d• ` p5�2CE ; W/4.BEDROOMS Q A O`_ a• 5 ' pFOPRE5ID N,S WI W SITE DATA: UP o a 1 _ SCTMB: 1000-106.OD-02.00-043.002 SITE AREA 0.317 ACRE GENERAL NOTES -= 1. NO EXISTING SURFACE WATER WITHIN 100' NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150'OF THE PROPOSED SANITARY SYSTEM,NO �r �" 0 7 1 l 0 2. PUBLIC WATER WELLS ARE WITHIN 200'OF THE PROPOSED SANITARY SYSTEM _5O0 4. PROPOSED 3ANSRARY�SYSTEM(SURESIDESIGNED FOR IT A TOTAL OF 4 BEDROOMS DW I �P, SURVEY NOTES: I t - .1N• A __ __ -_ _ -_` _ g- I �� 1. MEASUREMENTS ARE IN ACCORDANCE WITH US.STANDARDS. C. 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE F_ +, 3. .ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1998. r M1 in 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS 102 I I > SEAL IS A VIOLATION OF SECTION 7209.SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. j awAmu.nTm 1 a _ ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND wmre auo[�� ' SURVEYOR'S'EMBOSSED'OR INKED'SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES. P I x I E 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH - THE EXISTING COpE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE pR L, X ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE j —96- { J PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE �� uc `i ! - r^-- �_ LENDWG INSTITUTION.CERTIFCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR- SUBSEQUENT OWNERS, �_. ro omTm 99 r�'-� �•r',;"?}i` - t { 7. RIGHTS-OF-WAY NOT ` 8. THE SURVEY CLOSES SHOWN HEMATICAL CEROFlED. Y. s4 sa __9S_ S 81*32 W `79.27'----� — — — — Date:sATrr3 _J I MAR 2 5 9024 EL 97.6 `A �97 -- -- . LA;C'O P.1,FAjENT `_— _. Bw� apy—i SM ' `\ . EL'94.6 a i CAPTAIN, KIDD -DRIVE (50' WIDE _—W_-._:.;mot 4Y}�_......-. ..d.—•_-_.-G.__..-.f_^_-y_.J...—_� ..7�: I { I � `, Pale twran Taw astl SP V I LAND N/F — — — — LAND N/F. - p OF AUDREY,CATHERINE,CHRISTINA, L HELENE BULGARS& - VIRGINW SOULLAS I CNRIS70PHER,MARI'ANN,NICHOLAS, / - SUZANNE FONDILLER - / (DEVELOPED/PUBLIC WATER) VALARIE BOLOBANIC _ o (DEVELOPED/PUBLIC WATER) A - (DEVELOPED/PUBUC WATER) I c EL 80.6 1T O I SITE PLAN n n SCALE 1"=30' TEST HOLE u o Is 30 Feel su pnCoux mnMeR oFftl BY MCDONALD GEOSERVICES ON 6/28/22 {I PEfum Fo ,Rally a Coxs - N.T.S. NGE - S GIf.FS RevrE..iE n - PROPERTY LINE - I DATE n, H.S.REi No. - !( � PROPOSED CONTOUR ism 2-27-24 MF UPDATED LAYOUT FOR DETACHED GARAGE CFD ' K - 11.0- EXISTING CONTOUR F R64ue^. B j QPI ES THREE YEA YEARS FROM DATE OF OWa. _ n t00D PROPOSED CENS I/A TANK �. 8-7-23 MF AS PER COMMENTS FROM SCDHS DATED B-5-23 CFD E DUO PROPOSED DISTRIBUTION/SAMPLING MANHOLE R� SEE ATTACHED SPECIAL CONDITION, DATE BY DESCRIPTION APPROV. BY •00 PROPOSED SANITARY CLEPA our GRADING PLAN AND/OR PLOT PLAN. I _PROPOSED PIPE FOR MAC'R'AIR BLOWER REVISIONS v —A AS PER MANUFACTURER'S REQUIREMENTS O S--P.E OwYR.A 520 ZENA ROAD IPE TCen Ro� - MATTITUCK NY 11952 ❑ —E—PROPOSED U.C.ELECTRIC —V—PROPOSED 2-1/2.0 HOPE VENT P O Fow Iusrr l.4T1ON Aus Cow Breuer pN - - O IY PROPOSED SANITARY LEcmG POOL FAR F LArna LN5 o �� PROPOSED RESIDENCE OR lil PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL - PROPOSED STRUCTURETARY B-0 DPROPOSEDB'0 DR OFNE SANITARY PLAN ' Z !a� PROPOSED SIRUCRE(SOLID COVER) ' Revised Plan Approved - 03/24/2024 ��a e A.s o v —+< PROPOSED WATER SERVICE _ *L, L. K. McLEAN ASSOCIATES, P:C.1/R TEST HOLE LocAnON Expires o9/lsizozs * � > - -e'— CONSULIINC ENWNEERS 437 SOUTH COUNTRY 1113.91100IOIAY01,NEW YORK 1I719 EX.UNDERGROUND WATER in TX[mUfAbR w aF,K snac a Ml,Dior vncrmo Designee BY- MF/CFD Scale: AS NOTED Sheet No. .. NlU TARE'_ • S7 \�' o R. AaTM a a Tc F lON SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES A� °o"" MF Dale: .TUNE 2023 S 1 APPoYed ey: RAS Fill.No. 23098.000 POWER SUPPLY CONNECTED TO DEDICATED 120v AC.SINGLE PHASE, 20A CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL PVC PIPE FROM l.7AC "R CRETE SAFETY LID PLASTIC COVER WITH f ' ! FUJI CLEAN CONTROLLER AND ALARM PANELLOWER TO AIR INTAKE HANDLE 'ELLYLOOK520"COVER PROPOSED U.G.UG. AS PER MANUFACTURERS W/CON H ON PLASTIC ' ` PROPOSED MAC 'R"R8011 AIR BLOWER. POWER CONNECTION - ELECTRIC •RISER (TYP. FOR All 3) MIN. TO BE HARDWIRED TO CONTROLLER AS PER SCDHS& .REQUIREMENTS SOR 35 PVC PIPE PITCHED MANUFACTURERS REQUIREMENTS. MIN. 1/8'PER 1' I '• INV-99.70 POLYLOK 6' I - 2}'O(2"MIN.) HDPE VENT W/CHARCOAL FILTER 18"MIN. RISERS ABOVE GRADE. 36' MIN. FROM ANY WINDOW OR DOOR, I F.F.-105.00 POLYLOK 20" 10"x 15'QUAZITE 2'-6 MAX. DISTRIBUTION BOX ENCLOSURE WITH COVER PVC PIPE FROM MAC "R' S BLOWER TO AIR INTAKE TOPPER OR END PLUG I AS PER MANUFACTURER'S 4' MAX. ENDCAP TYPE .L REQUIREMENTS —y y _ LEVELING DEVICE GRADE=103.0 PROPOSED U.G. ' ELECTRIC , f I I�'rT_• , —;-�� I S R 35 PVC PIPE PITCHED •' �1'-V V�y� MIN. 4"DIA. MIN. 1/8"PER V - � .SDR 3 INV-99.50 5 PVC PIPE � , PITCHED MIN. 1/4'PER 1' i 4' SOR35 PVC: PIPE 4'SOR35 PVC PIPE ®}"PER FOOT ®a"PER FOOT _ MIN. 12 COMPACTED SAND OR MIN.INV. 100.00 MIN. INV-99.83 22' MIN.(ABOVE PEA GRAVEL LEVELING PADOUTLET °." CAST IRON PIPE TO PENETRATE I f ICON. 70f1.5 ALL MIN 2 11 DISTRIBUTION/SAMPLING MANHOLE ' ! I ! ' v PROPOSED - °' FOUNDATION 'e BUILDING CONNECTION DETAIL N.T.S. I ' CONCRETE COVER BELOW GRADE I/A OWTS FUJI CLEAN CEN5 500 GPD CHAMBER Volume( ) - 'GRADE= 102.50 StX1M BAFIlE B I Sedimentation Chamber 277 j 7-f0'N.T.S. Anaerobic Filtration Chamber 278 1 1'MIN, ' MAX. I. - Aerobic Contact Filtration Climber 127 ! aRCUu1tON 0 Clarification Chamber 63 2'-6 MAX. S► AIR UFT PUMP a Disinfection Chamber 4 I CYLINDER(OPTIONAL) Total Volume 749 I 6'THICK SLAB MIN. 4"DIA. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 4'INLET P_ "OUTLET PIPE SPECIFICATIONS SOR 35 PVC PIPE PITCHED 4'- PERMIT FOR APPROVAL OF CONSTRUCTION FORA A� a !A - Anaerobic Media PP/PE j � MIN. 1/8'PER 1' SINGLE FAMILY RESIDENCE ONLt' Board Type Aerobic Media PVC/PP/PE INV.99.20 + _ Aerobic Media PP/PE ' Blower 2.8 cfm _ ! © AIR UFFTT PUMP Tank FRP DATE_09116/2023 R-23-0991 INLET e © Piping PVC/PP/PE I jAPPROVED �"1-Y f,.`.,,,,_� I, _ Access Covers Plastic/Cast Iron FOR MAXIMUM OF 4 BEDROOMS _ _ - Disinfectant(Optional) Chlorine Tablets EXPIRES THREE YEARS FROM DATE OF APPROVAL RECIRCULATION PI (CLEANING OPENWC) - /2.AIR INTAKE 11 I 2-1/2'VENTILATION PIPE OW BAFFLE i ry FLOW OPENING(TYP. _ I1 PLAN VIEW Revised Plan Approved 0 3/2412 0 24 I SEE ATTACHED SPECIAL CONDITION, 1H'ACCESS CO 18"-ACCESS CO 24'ACCESS c 19NFEOTION 4"ACCESS COVER i (TYp) (TYp) (nP) CYLINDER(OPTIONAL) Expires 09/16/2026 I GRADING PLAN AND/OR PLOT PLAN. OW OPENING 1 1 1 2. OARD TYPE CONTACT MEDIA E.NGINFERIS CERTIFICATION i7 Ef UIREMT i SUGM IT P.E.OR R,A- CeRTrrtCATION © - 12'-0• FOR INSTALLATION AN■ CONSTRUCTION ' o OF VA OVVTS-FUJI CEN 5 Qj > - - 5-5' ® 5'-5" CIRCULATION YFAR FINAL APPRO VAL. 'I _ AIR UFT PUMP '4'-2k b I O81C MEDIA i p - I a IiON ASSEMBLY C b • SECTION.A-A VIEW I SECTION B-B VIEW p I I I/A OWTS FUJI CLEAN CEN5 500 GPD N 3.0' N.T.S. (MIN.) - U 3.0. - COLLAR E I- Cm CO 11 2 DATE 4 UPDATED LAYOUT DESCRIPTION FOR ACHED GARAGE APPROV.'BY BOTTOM OF _ - POOL - -.I - �I REVISIONS V EL 87.53 - - _ 520 ZENA ROAD eACKFILL I. . I MATTITUCK NY 11952 2 MATERIAL ° CLEAN a MIN PFsiETTiAnoN PROPOSED RESIDENCE a SAND AND . - INTO A VIRGIN STRATA O- GRAVEL X-MIN.ABIV.HIGHEST OF SAND.&GRAVEL EXPECTED-G OUNDWATER .I - - ? I oFN SANITARY DETAILS I i Q � ill— - - -- -` — J Y Z� 5 A. i HIGHEST EXPECTED WATER ELL— .2' f< L. K. MCLEAN ASSOCIATES, P.C. j ------------------------- ----------------=------------------ - `. f * CONSULTING.ENGINEERS 437 SOUTH COUNTRY RDy BROOIOWVEN,NEW YORK 11710 ! - 'I '"riarN�OOaaFm �w a'�iwMm - ``r Designed W. MF�CFD Scow: AS NOTED -sheet No. TYPICAL LEACHING- POOL DETAIL I v' o�I�Far14'°�I,a-avr."�m 0 7 Dann ey: MF Oct.: JUNE 2023 j N.T.S. o��. �."�Un�m w IOt1Q� S 2 j >s. 1 APPmved By: RAS FRO No. 23098.000 j. 6 5 4 3 2 `j SPecl f l ca't l o.. I� - I,J, Model MAC60RII MACSORII MAC 700R11 1 NDOORS OUTDOORS Air Flow Volume L%min ume CFM --2.1 -- _— 2_8_-- --_3.5-- 4t - I .60 80 - f00 - I CONTROL PANEL IN NEMA PSI 2.2 2.2 '_ _--2.6_ _� POWER - OWTS CONTROL PANEL - Normal PYessu re kFa --15 15 18 - i 14X ENCLOSURE I PANEL_ I D Rated Voltage V AC120 D �1 ' ��_a Frequency Hz _ _ 60 1 ONE 20A, 1-POLE CIRCUIT.. j coNNmnoR I I Power ConsumPtlon W 37 51 74 BREAKER IN EXISTING PANEL — I "lbs. APProx_t1 APDrox_it APProx.11' I - - Welght — — — — — -- — — — - ALL WIRING SHALL BE - _ k9 Approx•5 APProx.5 Apprax.5 _ li - I I� I I INSTALLEDINSIDE Outlet Pipe Diameter Inch 3%4' - _ I 80 PVC CONDUIT&SLED.AS Power Cord Length inch 6'2' - 'REQUIRED. - �'� - UL file number - - E341420 - - - - - I r' Country of origin. .. .,.Japan - I FINISHED GRADE InstotLotlon/OPerotlon &Maintenance Notess - Install blower on leveled solid base. Ensure-odequate ventllatlon I C I O and Protect against direct sunlight. C. ON-SITE WASTEWATER .. - Inspect and clean Internal-air filter once every 3 months,- , TREATMENT SYSTEM -Recommend'dio0hro9m/valve assembly replacement once'every - 12 months. �� (Note:, a torn dlaphragm Will trigger the Automatic-Stop functlonJ i 1D 1 1/4' -Please mcke sure to follow the Instruction manual. - 1 - OWT$ 'SINGLE LINE DIAGRAM. ! (33). _ i V N.T.S. I - - - - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF-CONSTRUCTION FOR A - ` SI,NGLE FAMILY RESIDENCE ONLY I p`O - - - .. - �I' APPROVED/1612 /'a qf.N....—.i - ... .. -. DATE 02O H.S. R.23-0991 _ #10-329 - I; FOR MAXIMUM OF ' S BEDROOMS VISUAL _ E BEACON EXPIRES THR E YEARS FROM DATE OF APPROVAL - j e - TEM Revised Plan Approved 0 3124/2 0 2 4 i Expires 09/16/2026 - 1I I i I ELECTRICAL&CONTROL TO BLOWER 3/8' (i� 10)- (31.5) 110) - _ Ir - _ - CONTROL WIRING TO OWTS E ucrNCER+s CERTlctc•TIDN RrwLrRe rr. MAC-'R'AIR BLOWER TO BE " TITLE:`" APPROVAL DATE - 05-10-2017' .j SUCMIT P,_E.0R R.A=CERTe'rC—T RED T PANEL . I All. drawl n9 measurements In. Inches(mm). MAC60RI/8ORII/1OORII oR INSTwL ATtON AN■ srwucTloN ELECTRICAL z HARDWI 0 CONTROL _ "A3 SCALE` 2.5 SUPPLY I F CON SIZE -" Or IIA OVVTS FUJI CEN 5 _ _ -COMPRESSED AIR LINE TO OW(S FujiM _ C _ M o DwGNo . - - 6-- - 5 - - •.. a_ .- - s - z H41 FK1-ooBa-�1 I - IATEO-BLOWER ENCLOSURE ' T10009Z1 F FN APPROVAL. GFl:RECEPTACLE MOUNTED ON " " GRADING P N AN /OR PLOT 6 CO BUILDING -INSU SEE ATTACHED SPECIAL CONDITION AD GRAD LA D LO PLAN. CONCRETE BLOWER P _ __ GRADE k:4 r CONTROL- 'PANEL & BLOWER, DETAIL I N.T.S. - STOPPER OR END PLUG 10-x IS-ENCLOSURE WITH - a FINISHED- INAIA�N05R OTHER EAPE RFpOABLE COVER IAA D;W.T.S.."NOTES: 1 OWfS-SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL ON-SITE USING A METHOD APPROVED - - - - - - C 13Y THE MANUFACTURER. 2. THE DESIGN ENGINEER SHALL OBSERVE THE O.WTS..PRIOR-TO BACIffli1 AND DURING SYSTEM'STARTUP• THE':CONTRACTORI SHALL'NOTIFY THE DESIGN ENGINEER OF ANTICIPATED SCHEDULE AT LEAST 48-HOURS IN _ - - - ADVANCE OF WORK.'THE CONTRACTOR SHALL NOTIFYSCDHS'FOR INSPECTION IF/AS REQUIRED. 3. THE CONTRACTOR SHALL PREPARE A COMPACTED 3'BED OF ASM C33.SAND AT THE BOTTOM OF THE - - - EXCAVATION,AND SHALL SET THE STONE LEVEL TO WITHIN_1/8'.THE CONTRACTOR SHAH_PLACE THE I/A - - _ O.W.TS.-ON THE PREPARED.SAND BED (AND/OR CONCRETE SLAB WH3tE NOTED) AND SHALL;SET THE SEE TANK LEVEL TO WITHIN f/B INCH. O - 4bIA.SDR 35 PVC PIPE 4. UTILITY LOCATIONS-SHOWN ARE APPROXIMATE ONLY. TT IS THE RESPON51811.TIY OF THE CONTRACTOR 1D o` 'VERIFY THESE`LOCAMONS, - C - 4'OiA.3P ELBOW _ ".1' - V - 5. R IS THE RESPONSIBILITY OF THE CONTRACTOR-70 RESTORE ANY DISTURBED AREAS - - - :4'xa'%4'(iO'WYE BRANCH. _ -_.- ;- "6.,ALL SANITARACCORDANCE PIPING, STRSUFFOLK COUNTY AN0 DEPARTMENT ERTHSERVICES SFVdL BE_CONSTRUCTED L ACCORDANCE'WITH SUFFOLK COUNTY OEPARMENr OF HEALTH SQMC(S DIVISION.OF fIdNRONMINfAL . QUALITY STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCf10NF0 SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY'RESIDENCES,DATED JULY 21.2020. 'a.0V� a.DI/L .FLOW ._ _ t 'U SDR-35 ;. SDR-35 _ - _ - 7. THE ONSTTE WASTEWATER TREATMENT SYSTEM{0'Hi5)INSTALLER SHALL.yOID APPROPRIATE ENDORSEMENTS• ._ _ .. . - - FROM SUFFOLK COUNTY DEPARTMENT OF HEALTN SERVICES AND SHALL DEAN AUTHORIZED INSTALLER - DESCRIPTION ,.:i ' 'TYPICAL CLEANOUT DETAIL e. THE OWLS INSTALLER SHALL REGISTER THE ONSITE TREATMENT (SYSTEM WITH SUFFOLK COUNTY _ - - REVISIONS ' DATE BY APPROV. 81F I , _ -� .DEPARTMENT OF HEALTH. - y - - N.T.S. - •. .' '. !, 520 ZENA ROAD - _-' 9. AN PROPERTY OPERATION AND MAINTENANCE AIJCE CONTRACT BETWEEN TMEI.M/JNTENANCE PROVIDER AND THE - .. _ _ PROPERTY OWNER SHALL BE FRONDED TO SUFFOLK COtIN11'0(FPHfMF_NT OF HEALTH SERVICES. - MATTITUCK NY 11952 a 10.A GARBAGE GRINDER-SHALL NOT BE INSTALLED UPSTREAM OF THE O.W.1S: - - _. .. _ PROPOSED p - - - A1.ALL ELECTRICAL'LINES FROM THE BUILDING TO THE I/A,O.W.T.S.CONTROL PANEL-SHALL BE ENCLOSED:IN -• - _ BfHMANUFA40-M µD MAINTAIN A MINIMUM EARTH CWER,OF 24'UN;�S GREATER COVER IS REQUIR(D N RESIDENCE 40 O - - 12.ALL PENETRATIONS INTO THE O.WTS.SHALL BE SEALED AND WATER TIGHG _ _ OFNE'w SANITARY D ETAI LS ' 2- _ _ - - - 13:pmONAL NFNTING OUIREpW.T.S. SHALL VENT THROUGH THE GRAVITY SEWER PIPING.iIN THE PROPOSED BUILDING. NO - - - 5�o T A.Sl ej - --- O - ,� * _ _ a-. _ - _ - � - -' ,� * - L. K. Mc_LEAN ASSOCIATES, P.C. DO' OTirrrmv0°°°i"Ra K�wo•.roet�ww ou Dea9�BY' NOTEDevLM.xLw msneet lNo. _ ENa1N /37 ' CFD N _ - oom.wmrr trcr nmvw o uon�v i°•oanwM P�`�/ Dram Hy MF Oote:• JUNE 2023 I wa�Na,�Q a�,m oN S3 ,i Approved 'RAS FTIe No. 23098.000 PART OF LOT 154 FOUNDATION LOCATION SURVEY EP 100.79 OF x,aaB3 80- E Map) PIN FENCE N LO 153 AND PART OF LOT 154 810323247' E 133,59' CAP a 0.5'W az.w x10426 x,a.4s 0.2?J X rt% ON THE � � — — — — — — 6'PVC FENCE 104.61 x 104.77 SUBDIVISION MAP OF 4` Ep 1Ba9, RDO --- \ � APTAIN KIDD ESTATES TF 1038 `x,OZBO FILED JANUARY 19, 1949 AS MAP NO. 1672 , �Q^n x 10as6 1F 1038DL yZb r r G�t PART OF LOT 154 �v� SITUATE AT GARAGE rF 1038 J �E MATTITUCK �� RDL x,aaSB �0 •g TOWN OF SOUTHOLD oz FOUNDATION ®&^ WALLS 5,0 Q Y�' � N o N EP 100.35 TF 1038 3 SUFFOLK COUNTY,NEW YORK I RDL x=45 qo Q�6 TF 103.5 q — PN5_ �AC7E RDLIL. TF AREA AREA OF PARCEL = 13,825f SQ.FT. OR 0.317f ACRE rn .. n3 - - - - - - TF1018 TF1042 OONH - - 3 — — — — — — — — — — L SLA la1 l�� 3 3 '351 rF,Oae 92CY .0 TF,O2s o LOT 152 RD CU NOTES Q to o O / 9' Z o 0 1�- . 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. EP 9924 It /35'1 1.9= DWELLING �^ I iV x 9923 � TF o3B N FOUNDATION G � 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, LONG ISLAND ZONE ? CDNC. a of FODTING ��/ �/ _ ` 3. ELEVATIONS REFERENCE NA VD 1988(GEOIDI8). FDR DECK o 3 LEGEND (TYA) m ,0' 3 1as5 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED N �. -�- LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE TF o3a q' NEW YORK STATE EDUCATION LAW. -UTILITY LIGHT POLE 0, R LT�aB —35.2 . • •• •• • • • •UTILITY POLE J ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITHAN ORIGINAL OF 32• 5. D4 WATER VALVE QS 1.9 m % THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE � •• • SIGN �9737 (� DO WW � VALID TRUE COPIES. S TF 037 x 97.38 1 � RD P 7F 103'5 LOT 153 EP • •• • •• • • •EDGE OF PAVEMENT 35� I -6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN �; i I W ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ® • .• • • • •• •MAILBOX 0 ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND x9L95• •• • • • •• •SPOT ELEVATION I I O SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM —rm.• •• • • ••• •OVERHEAD WIRES - THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, WA TER y GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE • •• • • • • • •SANITARY CLEANOUT- RISER Uj ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE � . .. . . .. . SANITARY MANHOLE 0 , M TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CIE• • • • •• • • •CELLAR ENTRANCE 2ho 4 i 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. IF• • • • •• • • •TOP FOUNDATION EP 9460 77 /yS, I x97s9 WW• •• ••• •WINDOW WELL 7 x 8. THE SURVEY CLOSES MATHEMATICALLY. x94.67 9 77 9590 IRON RDL. ROOF DRAIN LEADER \/ I x97J' PIPE I a67v 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT I a3'w LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO — — — — — — _ BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, S 8103247' V 79,27' (N 86°00'30- W Map) SIZEAND TYPE BY THE RESPECTIVE UTILITY COMPANIES. Ep 9Z77 OH —OH - 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT.SUBJECT TO #131 OH —pH �H — all � 9a4 ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY 01 — EP 9Z34 STOP x9271 x9342 �O� REVEAL. Eg iI EP 92J9 EP 9a07 EDGE OF PAVEMENT EP 9388 EP 94.72 Ep 9500 B.M.=96.21 �� 1' L• STZ *, MAG NAIL SET �!. x91.65 IN UTILITY POLE ' x9Z43 x93.45 x94.56 x9A94 9a94 CAPTAIN KIDD DRIVE DATE BY DESCRIPTION APPROV. BY REVISIONS BA99 x (50' WIDE) r� 050528 �04 Town of Southold Suffolk County, New York LAND 520 Zena Road Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey Foundation As—built DISTRICT 1000 completed by me on 0711912024. L. K. McLEAN ASSOCIATES ENGINEERING & SURVEYING, DPC SECTION 106.00 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK BLOCK 0200. Gl. �_� h.t No. LOT 043.002 sa^�yed BY J.P.JP• S.I.Bl 1" =20' TAMARA L. STILLMAN,P.L.S. Drawn By, D.M. Date: 0712312024 Il PA23098.000 520 Zena Rd Mattltuck\Survey Dept\Draw/ngs\23098.000 FoundAs-bullt.dwg 712512024 11,31 AM Tamara Stillman NYSPLS No.50528 Approved By. T.L,S FBe No. 23098,000 Il , \ PART OF LOT 154 \ (S 86`00'30' E Map) i FINAL AS—BUILT X,dae a-man N 81°32'47' E 133,59' �, wl� of CAP FEnw 0.51w coevER LOT 153 AND-PART OF LOT 154 a2 N ary ON THE �000s 1a46, o x104.77 194.45 — — 1,11,1 6'PVC FENCE SUBDIVISION MAP OF ooF ~ PART OF LOT 154 ` CAPTAIN KIDD ESTATES Its 13 DEEAP I ROOF OVE"�"RNA a v FILED JANUARY 19, 1949 AS MAP NO. 1672 RN xion6 I�RYWELyI .--- Egg' IOt6e 7 s nra: t SITUATE AT 5,1''"' ? WRYW t MATTITUCK -3 DGING" _ 2 CAR �--- �__ X i� ,� GARAGE 5A _ 1 �+ ,9a5e a TOWN OF SOUTHOLD ,,-._ l Ep bass DRIVNgiROCi�N x,o2s4 ,o2s4cr[z or Et �t-PAVER WALK;+ \� 3 ` �;,• ( 3 SUFFOLK COUNTY,NEW YORK x10a4s Z ¢ CO 10300 g1.9'ros3oi_- ERANCE t O� oi: + . + a XIOt64 CELLAR ,O `~ `= _ ____y - ,- -�� ____ 'r� � AREA OF PARCEL = 13,825f SQ.FT. OR 0.317t'ACRE W �;`t � gDGIN�---'--r ++' 1, B 61Op ,ot4 9to7 NUI► 3 + i�d M 3 w t�r O� DRICK,-/ ,3tJ,� t " ' - t 8y5' Ez a, ALO GI 102e�oEes r r 7' o LOT 152 Oses"1• toss RpILIN PAVOOP � � � 9a36 06. fn Q + 3 NOTES Z v H� 3 + +t u 1. MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. EP 9924 N x9R23 Q ((� P�R 2 STY. �� c FRAME 04.94 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NA083, CSj M. wk3 I t ¢n t o`+at% 9'c . FF EL DWELLINGMay& �"' o ' � LONG ISLAND ZONE. 3 CS 3. ELEVATIONS REFERENCE NAVD 1986(GEOIDI8). 1 K XIOP92 0 o Cu � 1 0 �1 LEGEND C O NEW SEPTIC r l 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYMAP BEARING A LICENSED d o O +SEE NOTE o ® + g• ELECT. OUTLET xto29s LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION OF THE o "t ON POST UTILITIES 1�83 1 l� 2, ' CONIFEROUS SHRUB GAS 34,9' 936s NEW YORK STATE EDUCATION LAW. �� . ...... A M N - i. ww/w RISER �RIS_ER .�. UTILITY LIGHT POLE %+ CU Z` 1 ` + GRATE 384� ,= %8711A.� r�0 saes vats 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF CURNM o- UTILITY POLE SQ Aim `* 1I1RYwE�l �+, THE LAND SURVEYOR'S EMBOSSED"OR INKED"SEAL SHALL BE CONSIDERED TO BE EP 97a7 z• S S i A Q L S W VALID TRUE COPIES. D4 WATER VALVE " 2 S �� , b' x Jt reo AIC .,`y. ,,_/ TV 10a64 maze X 97.99 z I0265 Il � PLIDL 6 • ••••••• SIGN SWITCH 109 �`'`'r`"�`' FILTER ' � 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN EP EDGE OF PAVEMENT t2' �31};6 ON POST RIS R HEATER ti ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS SWITCH q ' ^ ADOPTED BY THE NEW YORK STATEASSOClATION OF PROFESSIONAL LAND [2 • ••••••• •MAILBOX Lj1z p P ON PO LOT 153ST tU SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM x9,.e5• •SPOT ELEVATION / 3 °� 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCYAND LENDING INSTITUTION.LISTED HEREONAND TO THE —w.• ••••••• •OVERHEAD WIRES W BURIED " o O ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE • ••••••• •SANITARY CLEAN17UT EXIST WATER LINE pRT NANE0 TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. • ••••••• SANITARY MANHOLE AIC• ••••••• •AIR CONDITIONER 6' Z RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. � ❑• ••••••• •IRRI, .GATION BOX EP 91.60 IS' 9590 4� x t^ 8. THE SURVEY CLOSES MATHEMATICALLY. x94.67 IRON WW ••••• •WINDOW WELL e• PIPE 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUT • ••••••• -DECIDUOUS TREE �� 4f 6' ag w LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANYEXCAVATION IS TO ® • ••••••• •ELECTRIC METER ��\ �S 7 — — _ BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, 'O SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. FF EL. ••••••• •FIRST FLOOR ELEVATION fO 4' GF ELt ••••••• •GARAGE FLOOR ELEVATION EP 92.77 v `' JIJ 9a4z —Q �DH 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE,REPORT.SUBJECT TO SOV. ....... .SANITARY VENT qt3 DH OH EP 9234 OH DH S 81032'47' W 79,27' ANYEASEMENTS,CONDITIONS ORENCUMBRANCESAN UPDATED TI7LESEARCHMAY STOP x9z7I (N 86 e00'30' W Map) ® REVEAL. KNOTS+ EP 92J9 EP 9AU7 EDGE OF PAVEMENT EP sass a 9,M.=96.21 NEV SEPTIC INFO s472 9soo v "`VVV x HAG, NAIL SET A_. B �n IN UTILITY POLE I SEPTIC TANK 19' �361 v XM43 x9.145 x94.5e X94.94 2 DISTRIBUTION BOX 86' 95' x 06120125 T.L.S. Addedgasline T.L.S. 3 LEACHING POOL 35' 2.s' 3 0 2025 'a" CAPTAIN KIM DRIVE N v�� "c45 � -+- C�O�r�5� DATE HY DESCRIPTION APPROV. HY Ju� 89t99x (50' WIDE) �O 1, REVISIONS '� N ec- b D4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES k ' L. ST/ d� Conn �� rc�a- . Town of Southold Suffolk County, New York . APPROVAL OF CONSTRUCTED WORKS FOR <<` LQ l�{,y�5 $20 Zena Road O11d7ing'DO �F old ASINGLE FAMILY RESIDENCE �: ' �, 604�l6b 01 sal'J a� * �� y * p a)_a on2n2a2e . R-23-0991 H.S.Ref.Na. Mattituck, New York Date OINN SUFFOLK COUNTY REAL PROPERTY TAX MAP l hereby certify that this map was made from an actual survey FINAL A$-BUILT The sewage disposal and water supply facilities at this location have been completed by me on 0610212025. L. K. MCLEAN ASSOCIATES DISTRICT 1000 inspected and/or certified by this Department or other agencies and found SECTION 106.00 to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. 050528 437 SO. COUNTRY ROAD, BROOMIUVEN, NIN YORK � Sheet Na. BLOCK 02.00 �V Iu41(� o� Surveyed By. J.P. swir. 1"=20• LOT 043.002 Jo THAN PAi,RE.,CHIEF TAMARA L.STILLMAN,P.L.S. nre■�sr D,M. Dote: 06/04/2025 Il Office of Wastewater Management NYSPLS No.50528 g Pr\23098.000 520 Zeno Rd Mdttltuck\Survey Dept\Draw/ngs\230917000 FINAL As-bul(fdeg 6/20/2025 821 AM Tamara StOfnon Approved ay- T.L.S. Fee No. 22098.000 c i Generated by REScheck-Web Software Compliance Certificate Project 2023_018 Aurora-detached garage Energy Code: 2018 IECC' '<�" Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction { Orientation: Bldg. faces 270 deg. from North ,a ��#�--�co' C f Conditioned Floor Area: 3,632 ft2 �� •No;Q.•••,�� '--•� r �`'-- �'-- i Glazing Area 11% Climate Zone: 4 (5331 HDD) l�m�tnnnu��\ ` ' MAR 2 5 2024 Permit Date: Permit Number: - Construction Site: Owner/Agent: Designer/Contractorra,•,„->.., `:•;.d~ewe;r q 520 Zena Road Peter Jerome D'Amaro Mattituck, NY 11952 Modern Age Home Builders, LLC D'Amaro Engineering and 3080 Route 112 Surveying, P.C. Suite C 20 Mariposa Lane Medford, NY 11763 Manorville, NY 11949 631-569-4513 631-878-7808 peter@modernagehomebuilding.co jdamaro@optonline.net m Compliance: Passes using performance alternative Compliance: 1.0%Better Than Code Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or Ceiling 1: Flat Ceiling or Scissor Truss 1,400 39.0 0.0 . 0.030 0.026 42 36 Wall 1-front:Wood Frame, 16" o.c. 888 15.0 5.0 0.053 0.060 39 44 Orientation: Front Door 1:Solid 34 0.280 0.320 10 11 Orientation: Front Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 120 0.300 0.320 36 38 SHGC: 0.27 Orientation: Front Wall 2-front gables:Wood Frame, 16" o.c. 100 19.5 5.0 0.045 0.060 5 6 Orientation: Front Wall 3-right side:Wood Frame, 16" o.c. 576 15.0 5.0 0.053 0.060 30 33 Orientation: Right side Door 4: Solid Door(under 50%glazing) 18 0.183 0.320 3 6 Orientation: Right side Project Title: 2023_018 Aurora—detached garage Report date: 02/27/24 Data filename: Page 1 of 8 '4 Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or Wall 4-right gable:Wood Frame, 16" o.c. 115 19.5 5.0 0.045 0.060 5 7 Orientation: Right side Wall 5-rear:Wood Frame, 16"o.c. 666 15.0 5.0 0.053 0.060 27 31 Orientation: Back Door 2: Glass SHGC: 0.30 = n` 40 0.290 0.320 12 13 Orientation: Back Window 3:Vinyl/Fiberglass F6m' e:Doublei,Pane:with,�'� Low-E ,r 113 0,300 0.320 34 36 SHGC: 0.29 � - • hti.,.� Orientation: Back Wall 6-left side:Wood Frame-�16",o:c`.4'r' 576 15.0 5.0 0.053 0.060 29 33 Orientation: Left side Window 4:Vinyl/Fiberglass Frame:666ble; ith Low-E 24 0.300 0.320 7 8 SHGC: 0.29 Orientation: Left side Wall 7-left gable:Wood Frame, 16"o.c. 115 19.5 5.0 0.045 0.060 5 7 Orientation: Left side Basement Wall 1: Solid Concrete or Masonry Orientation: Back Wall height: 9.8' 1,516 0.0 11.0 0.061 0.059 89 87 Depth below grade: 8.1' Insulation depth: 8.0' Door 3: Solid 21 0.220 0.320 5 7 Orientation: Back Window 5:Vinyl Frame SHGC: 0.29 28 0.290 0.320 8 9 Orientation:,Back ; Mechanical Equipment Description Fueltype Efficiency Forced Hot Air;• - . . , 96.1•AFUE Electric Central Air ' t' 15.1,SEER_ Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed ng has been designed to meet the 2018 IECC requirements in . REScheck Version : REScheck-Web and to comply with the man atory r quire ents li d in the REScheck Inspection Checklist. Jerome T. D'Amaro II Name-Title Sighatur Date President, D'Amaro Engineering and Surveying, P.C. Name-Title Signalbire Date Project Title: 2023_018 Aurora—detached garage Report date: 02/27/24 Data filename: Page 2 of 8 r f REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen..For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sectiori Plans Verified Field°Verified, Pre Inspection/P Rvi lan eew Comphes� comments/Assumptions & Reki ID - 103.1, ;Construction drawings and. ❑Complies ;Requirement will be met. 103.2 documentation demonstrate s` ❑Does Not [PR1]1 :energy code compliance for the Location on plans/spec: building envelope.Thermal ° ❑Not Observable Notes on sheet A-3 I envelope represented on f 3; ❑Not Applicable construction documents. 103.1, ;Construction drawings and - ❑Complies Requirement will be met. 103.2, 'documentation demonstrate °y''❑Does Not' 403.7 1 energy code compliance for :Location on plans/spec: [PR3]1 ;lighting and,mechanical systems., w ❑Not Observable Floor plan on sheet A-4 U !Systems serving multiple w ❑Not Applicable dwelling units must,demonstrate r f ;compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies. Requirement will be met. 1403:7, sized per ACCA Manual S based I Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: I :Location on plans/spec: +� ] g g: ❑Not Observable Manual or other methods Btu/hr Btu/hr ;Notes on sheet A-3 approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2:- Medium Impact(Tier 2) =3' Low Impact(Tier 3) Project Title: 2023_018 Aurora—detached garage Report date: 02/27/24 Data filename: Page 3 of. 8 � . . P. iic in eq Value J. 402.1.1 ;Conditioned basement wall R- R- :LJComp1ie. s :See the Envelope Assemblies [F0411 :insulation R-value.Where interior; D :table for values. !insulation is used,verification R-_ PDoes Not �may need to occur during I :Insulation Inspection. Not UNot Applicable required in warm-humid locations: !in Climate Zone 3. ElComplies !Requirement will be met. F 511 :insulation installed per 0 Does Not ;manufacturer's instructions. Location on plans/spec: 00 []Not Observable :Section A on sheet A-6 ONot Applicable 402.2.9 Conditioned basement wall ft ft :LJCom See the Envelope Assemblies plies [F0611 :insulation depth of burial or !E]Does Not table for values. distance from top of wall. I :E]Not Observable :E]Not Applicable Complies 303.2.1. A protective covering is installed :Exception: Requirement is E]Does Not :not applicable. protect exposed exterior insulation and extends a []Not Observable minimum of 6 in. below grade. Not Applicable LJComplies Exception: Requirement is '403.9' Snow-and ice-melting system controls installed. ElDoes Not 1 not applicable. Not Observable El E]Not Applicable AdditionalComments/Assumptions: 11 High Impact(Tier 1) 1'2"1 medium impact(Tier 2.) [-3: Low Impact(Tier 3) Project Title: 2O23_Ol8 Aurora-detached garage Report date: 03/27/34 ri ;Section - Plens Verified Field Verified # framing/ Rough-In'Inspection Complies Comments/Assumptions & Req.ID. Value. Value a . ,.. 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FRl]1 ;❑Not Observable UNot Applicable 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 1 402.5 ; ;❑Not Observable ; [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance, ❑Does Not !with the NFRC test procedure or F taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrierf �; ❑Complies ;Requirement will be met. [FR2311 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built i ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting C " ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC ��, �.. ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies :Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm ❑Not Observable :Location on plans/spec: leakage at 75 Pa. Notes on sheet A-3 ❑Not Applicable 405.2 ;All ducts in unconditioned spaces ; R- ; R ![]Complies ;Exception: Ducts located [FR25]1 or outside the building envelope :❑Does Not completely inside the are insulated to>_R-6. building envelope. ❑Not Observable ; ❑Not Applicable 403:35 Building cavities are not used as ❑Complies ;Requirement will be met. [FR1513 ducts or plenums. ❑Does Not ❑Not Observable ; ❑Not Applicable 403.,4 HVAC piping conveying fluids ; R- R- ❑Complies :Requirement will be met. [FR17]z above 105°F or chilled fluids ElDoes Not vbelow 55 °F are insulated to>_R- ; �❑Not Observable Location on plans/spec: 3. ; ; ; ;Notes on sheet A-3 , ❑Not Applicable 403.4.1 ;,Protection of insulation on HVAC ❑Complies ;Exception: Requirement is [FR24]1 piping. ❑Does Not not applicable. ❑Not Observable I ❑Not Applicable ' 403:6 Automatic or gravity dampers are ' °`§':❑Complies ;Requirement will be met. [F1119]? installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12. Medium Impact(Tier 2) 3`1 Low Impact(Tier 3) Project Title: 2023_018 Aurora-detached garage Report date: 02/27/24 Data filename: Page 5 of 8 Section °Pliihs Verifi6d ','Field'Vee fi 7 i ed' ' lnstilaition,inspection-,.�,�:: Complies om me -s IDE alue Value -k, installed insulation is labeled LiComplies Requirement will be met. [IN13]z n or the installed R-vaiues E]Does Not provided. EIN0 t Observable ONot Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ;,E]Complies See the Envelope Assemblies 402.2.5. :mass wall with at least 1/2of the I o table for values. Wood E] Wood :F-]Does Not 402.2.6 !wall insulation on the wall El mass E] Mass :E]Not Observable [IN3]1 !,exterior,the exterior insulation 0 Steel E] Steel E]Not Applicable SO requirement applies(FRIO). 303.2 !Wall insulation is installed per EICOMPI ies :,Requirement will be met. [IN4]1 :manufacturer's instructions. E]Does-Not E]Not Observable E]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) 3ll Low Impact(Tier 3) Project Title: 2023 018 Aurora-detached garage Report date: 02/27/24 Data filename: Page 6 of 8 0 Section P,laris Verified Field Verified Final Inspection Provisions Complies? Comments/Assumptions &:Req:ID Value "Value , 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;see the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.2, ❑ Steel ElSteel :.❑Not Observable 402.2.6 [Fill' :❑Not Applicable ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every ❑Not Observable :Location on plans/spec: 300 ftz. Section A on sheet A-6 ❑Not Applicable 402'.2.3 Vented attics with air permeable ❑Complies ;Exception: Requirement is not applicable. [FI22]z _ insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ( ❑Not Observable ¢ ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies. ;Requirement will be met. [F[17]1 ach in Climate Zones 1-2, and PDoes Not <=3 ach in Climate Zones 3-8. Location on plans/spec: ❑Not Observable Notes on sheet A-3 I❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [FI27]1 I determine air leakage with ft2 ftz ;❑Does Not handlers'are located within !either: Rough-in test:Total conditioned space. leakage measured with a I❑Not Observable :pressure differential of 0.1 inch ; ;❑Not Applicable ;Location on plans/spec: w.g. across the system including Section A on sheet A-6 ;the manufacturer's air handler enclosure if installed at time of ; test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Exception: Requirement is [FI4]1 cfm/100 ft2 across the system or ftz ftz ❑Does Not not applicable. <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in t❑Not Observable ;tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies !Requirement will be met. [FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ; I ,Y ❑Not Applicable 403.1.1. .. Programmable thermostats ❑Complies ;Requirement will be met. IF19]2 installed for control of primary ❑Does Not heating and cooling systems and ;Location on plans/spec: initially set by manufacturer to ❑Not Observable Notes on sheet A-3 code specifications. ;.=.1❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies :Exception:Requirement is [FI10]z on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies :Exception: Requirement is [FI11]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable 403,6.1 All mechanical ventilation system F ❑Complies {Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy 3 El Observable Location on plans/spec: and air flow limits per Table ❑Not Applicable Notes on sheet A-3 R403.6.1. PP 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3° Low Impact(Tier 3) Project Title: 2023_018 Aurora-detached garage Report date: 02/27/24 Data filename: Page 7 of 8 •5 -Section _ - =- Plans Verified` F�eld``Ver�fied ` - + { Final lnspec#ion Provision§ Value, Value. Complies Comments/Assumptions & Req.ID 403:2 Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback ' control to lower boiler water ❑Not Observable ; temperature based on outdoor ❑Not Applicable temperature. 403.5 1'1 Heated water circulation systems ❑Complies ;Exception: Requirement is [FI28]? have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply []Not Observable pipe. Gravity and thermos- r ❑Not Applicable syphon circulation systems are f not present. Controls for ; circulating hot water system pumps start the pump with signal „ for hot water demand within the ;., occupancy.Controls ' automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403;5 1:2 Electric heat trace systems ❑Complies ;Exception: Requirement is z .not applicable. [F129] comply with IEEE 515.1 or UL []Does Not PP 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the :r;❑Not Applicable desired water temperature in the piping 403.5 2 :. . Demand recirculation water ❑Complies ;Exception: Requirement is [FI30]2 systems have controls that '' ❑Does Not :not applicable. manage operation of the pump and limit the temperature of the ` ❑Not Observable water entering the cold water = ❑Not Applicable piping to <= 1049F. 403.5 4 Drain water heat recovery units ❑Complies .!Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat ' El Not Observable a drecovery units< 3 psi for []Not Applicable i individual units connected to one or two showers. Potable water- ; side pressure loss of drain water heat recovery units < 2 psi for individual units connected to "{three or more showers. 404.1 ;90%or more of permanent ❑Complies ;Requirement will be met. [F16]1 'fixtures have high efficacy lamps ❑Does Not ❑Not Observable :Location on plans/spec:, Notes on sheet A-3 ❑Not Applicable 404.1.1 Fuel gas lighting systems have ? ❑Complies ;Exception: Requirement is [F123]3. no continuous pilot light. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 40L3 Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]? ' ❑Does Not ❑Not Observable ; ❑Not Applicable 3033. Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 mechanical and water heating a ❑Does Not systems have been provided. ❑Not Observable ; s. []Not Applicable j Additional Comments/Assumptions: 11 High Impact(Tier 1) 2;' Medium Impact(Tier 2) s`'3!' Low Impact(Tier 3) Project Title: 2023_018 Aurora-detached garage Report date: 02/27/24 Data filename: Page 8 of 8 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 11.00 Floor 0.00 Ceiling / Roof 39.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.27 Door 0.29 0.30 Cooling'Heating & Forced Hot Air 96.1 AFUE Electric Central Air 15.1 SEER Water Heater: Name: Date: Comments I qTfl TOVIIN COMMENTS LU fV A'PROVED AS NOTED OCCUPANCY 0 - Q z z - '=--■1■-_T_..,L --_- ; ■_-■ _ z DA B.P. 5z;((,1 9& < USE IS UNLA% UL Uj TH A U ;; A II �' a '' ,, 0 '0 Ui 4f) U--- FE BY., M BUILDING 1 1802 'V1 '# WITHOUT GXK BUTE N(MM BUILDING DEPARTMENTAT F1�_M�1_-_11 11 ff_T_71j=T_1_T_T 6311-76 1802 BAM TO 4PM FOR THE OF OCCUPAN I AVERAGE ELEVATION OF THE AVERAGE ELEVATION OF THE tu _01300 0 1313 EXISTING NATURAL (�BADE A GUAL17*To' NEN HOME MODEL 5)00' FOLLC WING INSPECTIONS: FX15TINO NATURAL GRADE c3ffbb CY00 ADJACENT TO STRUCTURE 101'-O" ■ ------ ------ ADJACENT TO 5TRUJTURE = 101'-0" 1. FOUNDATION-TWO REOUIRED zIn F( R POURED CONCRETE [3000— 00130 — — — — MODERN A0E HOME BUILDERS, LLC 2. ROUGH-FRAMING&PLUMBING z W,t%y rvrnriq ta C)D::s C V4 " NE101-ITED AVERAGE V4EI6HTED AVERAGE IN 'ULAnON f"I"Ev",Yori", 43 13 13 STATE F4 TO IVN cc!)Z, Y Y 6 ELEVATION OF THE EXISTING ELEVATION OF THE EXISTING 4. Ff AL-CONSTRUCTION MUST FIJI AS f3!:QU!R' NATURAL GRADE GENERATED NATURAL GRADE GENERATED 8 COMPLETE FOR C.O. DC0N:)M0,fT,3T4_! -Br THE ENTIRE LOT = 100'-2" BY THE ENTIRE LOT = 100'-2" ALL INSTRUCTION SHALL MEET THE O. r--- - _d .y r"ri TM,i X, R Ul # ECOWUI EMENTS OFTHE CODES OF NEW > YORK STATE. NOT RESPONSIBLE FOR cl m 1=)O'RAM117) LAV4 FRONT ELEVATION LAN 5C)E ELEVATION DESIGNORCONMPA.ICTMERROM Core r_77f,711r,, SCALE: 1116" 1 ft SCALE: 1116" 1 ft Von I)LTJ LU I n Do r,I OT F R�'S E r-0 W71H 'i F At!NG U i 'fiL SURVEY R % ! ',) OF -OUNDATION LOCATiO'N HAS BEEN APPROVED.' OFF RETAIN STORM WATER RUt LU PURSUANT TO CHAPTER Z 6 OF THE TOWN CODE. > TRUSSIPLACARDING REQUIRED All enerjo,-lift btit, _y ' 12 1�luc,provide Manuals Instilled,repipfccd or repaired clit-11 confc-,M 10 and S r,-s per Code toChf1pter 172 cif th-Toum Coe, 4 % '31o,,,7cr door r 41 r nd duct rroes,". required. PLUMBING PLUMBER CERTIFICATION ALL PLULIBING WASTE P CONTENT BEFORE &WATER LINES NEED d) ON LEAD TESTING BEFORE COVERING 12 CERTI,:ICATE OF OCCUPANCY Sof_DER USED IN WATER z 0 SUPPLY SYSTEM CANNOT FINISHEDSECOND FE60p, LEAD. OL EXCEED 2�10 OF 1% O I U z < I ir= FLOOR AREA TABLE o � }- � _ � o Z o FIRST FLOOR 1,215 9f Q 7- LU > tu 013 SECOND FLOOR 1,202 9f 1z tu ■] ■ m FMGARAGE 61"T sf -§ -1 �_-(3 L1 0 [E-11 17 0 ,CELLAR 1215 5f 5f X< El El 0 a D 0 ID b PORCH BREEZEWAY ROOF 260 5f Q < 0 LIVABLE FLOOR AREA 2,41-7 sf 0_3 0-® ® 0 ��' ��- 11 __"=�4 FINISHED FIRST FLOOR GROSS FLOOR AREA (&FA) 2,477 sf z (INCLUDES ATTACHED OARAO EDE] 0 [17:�] E < • FINISHED GRADE OP, BREEZEWAY ROOF, AND 7 DOUBLE F.A. FOP, SPACES �15 ft) : J ."E1007'.. , CONDITIONED FLOOR AREA 5052 5f (INCLUDES CELLAR) -- -- _- -- -- - - — — — — — — — — — — — — � II I I I i I I Ii II II II II II II II I II INFILTRATION VOLUME 55,500 0 f) (INCLUDE5 ATTIC, s CELLAR) �'�,"'' "�,'�p■.r^''^� F`�t� 1' - - - - - - - - - - - - - - - - - - - - - - - - - - I It L_ F_j L_ __j L7 __J INDEX TO 7RANIN65 L- D LIVERED APR 17 2024 1 BASEMENT FLOOR DRAWING No. - - - - - - - - - - - -i.:- F_� COVER $ ELEVATIONS A-I FL L - - - --j-' I' -- ----7 L�-- �-- -' --- -- ___- -_-- _- T FOUNDATION PLAN A-2 L - - - - - -L - - -I- - - - - - - - - - - - - -i J_ J_ L- - - - - - - - - - - - - - _j FIRST FLOOR PLAN A-5 LU :2ncl FLOOR PLAN A-4 ROOF PLAN A-5 HALL BRAOIN6 PLAN A-6 ri SECTIONS 4 DETAILS FRONT ELEVATION A-1 NOTES A-5 < M 't N SCALE: 1/4" = 1 ft TJI-DETAILS A-cl %J is) tu LU 12 � o� o 12 < IL IU K LU I U_ -ir < 6 LU < Z JU < kD < _j 12 -—--—--—--—--—-- < OL < 6 F-1 ON I, U_ In U. O n ------------ ------ --I________________ I L a�J �L=J� F--_---� I I I IL, i i L-, ,r=======i,i l I I [ --� I �-------------�------------------=J I L-, II III � I I ---- ------- l i L L i' 'I' I �-____-I I I I L_, II ,I, � ■_________- DATE: FEBRUARY 2024 I------- 4 ELEVATION5 7 -E�E�z L■---------------------------------------------------------- ------------------- 511�E ELEVATION REAR ELEVATION 51DE ELEVATION VRAkq1N5 NUMBER SCALE: Ila" = I ft SCALE: 115" = I ft 50ALE: 1/8' = I ft A == I 235# ASPHALT SHINGLES; MIN. (4)-FA5TENERS PER STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE EGRESS WINDOW WELL: [RgO5.2.6] S 8" CONCRETE STEM WALL ON P No. 15 ASPHALT FELT UNDERLAYMENT [RgO5.1.1] 16" x b" P.G. FOOTING Z A-7 TWO LAYERS 2:12 TO 4:12 SLOPES; ONE LAYER > 4:12 WO O PROVIDE FALL PROTECTION SELF-ADHERING POLYMER-MODIFIED V fL O LADDER TO CODE BITUMEN ICE SHIELD BARRIER[Rg05.1.21 .� (TYP-3) 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES d — 37'-4" 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES '-- Z I/2" STRUCTURAL PANEL SHEATHING [R803.2] R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION 2x8 [U63B] P.T. LEDGER O O 1/2"(P x 4" GALV. LAG 5GREW5 AT 16' O.G. SOLID WOOD BLOCKING W 1L 8" P.G. FTG STAGGERED [R507.q] •. Q Q 5'-4" 4'-O" 4'-6" _ - - - - - - 4'-6" __ t) th _ _ I L J7 .(2)-2x10 P.T. GDR' I I z CEILING J015T DECK I cq Q �9 m I I dJ DRIP EDGE [RG05.2.8.5] N I I OI I m F ABOVE `� I I D_,I I m Ix8 WOOD FASCIA1 - - - - - - - - - N Q- - - - - - m - - -- - - - L - i/2" GYPSUM WALLBOARD N� SOFFIT VENT � � I DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID V I _ _ _ - - I MINIMUM 24" LAP 5PLIGE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER - - - - - - - - - - -- - - - - - - - - - - - MANUFAGTURER'5 INSTRUCTIONS FOR HIGH-WIND BASEMENT ENTRANCE STAIRS a b - e e 8" REINFORCED CONCRETE RETAINING WALL I r 2 3 CASEMENT 2 3 CASEMENT I 1 AREAS AND TO RESIST A MINIMUM 28 psf #4 REBAR AT 12" ON-CENTER EACH WAY I I w I EGRE55 WINDOW 10" POURED CONCRETE FOUNDATION STEM WALL EGRESS WINDOW I I 5UGTION LOAD (EXPOSURE B) OR 40 psf UC STANDARD HOOK AND LAP INTO 2'-6" x 8" I I I -w VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. (EXPOSURE 6). P.G. FOOTING. 2" MIN REBAR COVER I I U) I 1Y4" TO 43/4" CONCRETE COVER FROM INSIDE FACE I i I I I HORIZONTAL REINFORCEMENT: #4 REBAR AT 18" O.G. TOP BAR WITHIN 12" OF TOP OF WALL ] I i I I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING MINIMUM 3'-0" BELOW GRADE ( I - PROPANE WATER HEATER PLASTIC HOUSEWRAP INSTALLED OVER FOAM 6 ENERGY FACTOR = 0.72 I I INSULATION. INSTALL AND TAPE ALL SEAMS PER J I I TYPIGALSEE LATION HALL S NOTES ON CAPACITY = 50 gal HW I I 2x4 WALL STUDS AT 16" O.G. MANUFAGTURER'S INSTRUCTIONS [R703.2] Q I I AND SECTION B, THIS CELLAR INSULATE ALL PIPES R-3 min ( I R-15 UNFAGED FIBERGLASS BATT INSULATION I SHEET. NOTE GRAVEL 4" P.G. SLAB N t i R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) 15'-0" 10'-O" I I = I I BASE UNDER FOOTINGS AT N < I I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING GAP-HEAD NAILS WITH A MINIMUM 3/4" I I I CELLAR ENTRANCE u I i PENETRATION; 5PAGED 12" O.G. PERIMETER AND z O R-13 2' CLOSED-GILL SPF INSULATION I6" O.G. FIELD. O - - - - - - I cv ( I (ALSO AT RIM JOIST IN SECOND I I I I ( I AFGO ZIP MODEL 4X i i FLOOR PLATFORM - NOT SHOWN) ! 1/2" STRUCTURAL PANEL SHEATHING - - - - - - I 4"(P STEEL COLUMN ON 2'-6"x2'-6"xl2" DEEP P.G. FTG. I I I I I 3/4" STRUCTURAL PANEL SUBFLOOR — ! 2x SOLE PLATE w/(3)-#5 REBAR EACH WAY (TYPICAL-4) (3)-1.75 x 11.875 LVL GDR I I i r I (ENGINEERED DESIGN) I I N 2x BAND J015T BEAM POCKET 2x6 PRESERVATIVE TREATED SILL [U62] - - - - - - - J I I I GONG PLATI (TYP-2) - - - - - - - - - - - - - I AN� STEPS [- i- -1 7'-O' 7'-2" 7_2" - - 7'-4" r - 7'-O" I I FLOOR JOISTS O - -- -- -- -- -- - -- -- OVER SILL SEAL SHIELD I �Z. —+ ,- � � I GO TERMITE — — — — — — — — — — — — — — — — I � I I I I II Jy7 7T/-�r '/ [- — — J I — J L — J _ 23'-8" i O I iii/ ///�// �j i� �" I I I I I I m GRADE FORNHISTORIC DISTRICTS IFINAL x WOOD SILL PLATE TO FOUNDATION ANCHORAGE EMERGENCY ESCAPE 4 RESCUE OPENING I I _ I I I [R405.1.6] 13Q6$ [R310] nl I I MINIMUMY2" dio. ANCHOR BOLTS SPACED NOT GREATER THAN 6 FEET ON-CENTER EMBEDDED NOT LESS THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE (3)-2x10 FL HOP, (3)-2x10 FL HDR I J L - ( I CELLS OF CONCRETE MASONRY UNITS. THE I D I BOLTS SHALL BE LOGATED IN THE MIDDLE THIRD v, I AFGO ZIP MODEL 4X0-0111 OF THE WIDTH OF THE PLATE. A NUT AND f - I I _ I 4"� STEEL COLUMN .i WASHER SHALL BE TIGHTENED ON EAGH ANCHOR F- v L____ Q I o I I BOLT. THERE SHALL BE NOT FEWER THAN TWO z ( 1 _ ON 2'-O'x2'-O"xl0" 10' w V O I m I DEEP P.G. FTG. �p I I BOLTS PER PLATE SECTION WITH ONE BOLT J _ I ---- -----I I Qi - I I - LOCATED NOT MORE THAN 12 INGHE5 OR LESS z F p(2)-2XIo 1 -7 (TYPIGAL-2) I I - - - THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH u $ JS DROP FOUNDATION BELOW SLAB - ti LU FL HDR Q I END OF THE PLATE SECTION. WALLS 24 INCHES lU 1 I 1 m w AT DOOR OPENINGS 6" REINFORCED 0 x LL f--X I TOTAL LENGTH OR SHORTER SHALL HAVE NOT $^Ul z z J1-1 I I CONCRETE SLAB x I I I cv O z O I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE d -� PROVIDE RESERVED Q - 'I ' (n m Z cv SPACE IN SERVICE w p - I t� �ii !L! V ► W z (SHADED) DECK LATERAL CONNECTION X x z I I G CENTER THIRD OF THE PLATE SECTION AND LL tr I I d I I 10 I PANEL TO CODE FOR I I I N O I I SHALL BE ATTACHED TO ADJACENT WALL <w V cn I c� FUTURE 50LAR ELECTRIC 2$68 [R507.q.2] cv N X I -I V �4 Z - `p I I I I I SIMP50N OTT2 4 I PANELS AT CORNERS AS SHOWN IN ITEM q OF Q U N`j Q vv z - - -�u O J W UNEXGAVATED INSTALLATION [T103.9] N M -Q d� Z W N I_4 ( INSTAL SPEGIFIGATIONINSTALL IAH SNUFAGTURERS I I I TABLE R602.3(I). Q `J o- Q _ I I I I I I I I _ J I Qod) -`WISuJ rOz (TYPICAL-6) I R-II BASEMENT WALL BLANKET INSULATION O 3 w� - >w Z Z dl EXTEND 8 ft BELOW TOP OF WALL EXCEPT AT O Uj z 0 O= w �- t- O j I I ( I HOEDOWN r - - HOEDOWN HOEDOWN4EE I - - - .o CELLAR ENTRANCE EXTEND DOWN TO FLOOR SLAB _j <w w Q O y (L > Q/ I I 4-E p SEE SI 3'-8 P.G. FOUNDATION WALL Q M O LL � T O m 4 ELEG. PA - - - - - I CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 z Q r fY d IL } Q 8" POURED CONCRETE FOUNDATION I - -I - - -i BAR WITHIN 12 INGHE5 OF THE TOP OF WALL STORY x w n/ 0 O x < STEM WALL UPON I IIAND ONE No. 4 BAR NEAR THIRD POINTS OF THE - N16" x 8" Ht CONTINUOUS P.G. FOOTING I m __ __ __ I" DECK I -- -- -- WALL STORY [TABLE R404.1.2(I)]MINIMUM 3'-O" BELOW GRADE L - (2)-2x10 FLUSH - JJ AE30VE a L - L - --2x10 FLUSH - - I EXPANSION JOINT r0 cQV � QQ 4" P.G. FLOOR SLAB II I - - - - - - - - - - - - -� - - - - - - - - - - - -� 2'-g" q'-2" 2'-q" 8'-O" LLL 2'-g' g'-2" 2'-g' i--1 DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB I I c�xx POURED CONCRETE FOOTING AT DOOR OPENINGS AT DOOR OPENINGS I I - ON UNDISTURBED SOIL [R403.1] NE FILM L - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I -1 "F_ 7 F - 6MIL SUNDERSEMHALL I )-2x10 GDR +--- -- + (2)_2x10 GDR_ CONTINUOUS UNDER STEMWALL " ' " ' •. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - TYI`'IGAL 1�1ALL� SECTION P.G. FTG '�':."�'• -, '�l ;+� r e+ r 2x8 U 3B P.T. LEDGER - - - - - - - SCALE: NTS •` .� t Lt � �y t s [ ] ' 1/2"cD x 4" GALV. LAG 5GREW5 7'-O p t' I • f AT 16" O.G. STAGGERED [R507.g] 2" 2" 25'-0" 6'-10" 6'-10" q'-O" 6'-10" b'-I0" 6" 6" DWELLING DELIVERED APR 17 2024 4"x4" [UG4B] PRESERVATIVE TREATED POST HITH GALV. METAL POST BASE ANCHOR ON LU 12"cP x 6'-d" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON (n m 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM A 2 x 6 WOOD DECK vv l l M MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = Ibk IN PRESUMPTIVE 2k BEARING SOIL (TYP-q) #4 CONTINUOUS REBAR ARO ND FOUNDATION (ENGINEERED DESIGN) ,q_7 - WITHIN 12" OF TOP OF STEM WALL. ly PB44 ANCHOR GA5T IN-PLACE #4 AT 12" O.G. 18" O.G. IN ALL CELLAR FOUNDATION STEM WALLS (SEE FOUNDATION PLAN) d N i #SLAB REINFORCEMENT: �-/ O 0 -T--III-III-ll 111 -_ 4 REBAR AT 6 O.G. Q 1=1I1=1I1=iI1=jJ-I I 2" COVER N lu I�-1 I I_1_w-I I1 1C3 IL FCUNr�)ATICN PLAN 111=111=111=111 o f i-111=111=11I-I r o —_I � o z SCALE: I/4" = i ft IIIIT �II11 I DOOR OPENING REINFORCEMENT: l 1 �0 W/ m� z t-. 11=III-III=1 II HORIZONTAL LINTEL: (2)-#4 REBAR v 1- �L 1 , �IIIIIII III b OPENING EXTEND MINIMUM 23" BEYOND O Y O (� (Y T_I=III=III I VERTICAL: ONE #4 REBAR WITHIN 12" OF O 0 I11--III-1 EACH SIDE OF WALL OPENING FOR 0 0 u- a o O STRUCTURAL DESIGN NOTE -===-1 z THE FULL HEIGHT OF WALL (NOT (� J Q Id V IU-IIII I z SHOWN) �-1 Q 0- Z GLEAN BAGKFILL I11ILI111 I ENTRYWAY 1K CELLAR ' Q V In accordance with the 2020 RGNY5; structural elements such as engineered wood, steel and II�ILIiI r '� °o RETAINING WALL REINFORCEMENT: lT--�111111 I I Q steel/wood composite columns, beams, headers and -Iii=1i1 WW Q X " X� --� p VERTICAL: #4 REBAR AT 12" O.G. "`�. 2" COVER;EXTEND 4" INTO SLAB ABOVE 011=11T v l� ♦- girders that: HORIZONTAL: #4 REBAR AT 12" O.G. Tit I 1_ 0 � O 0 Z Z N I) resist gravity loads, and �, 0 N �ll�l_11� � o z LU 2) are not contained in the prescriptive design �Ii11 ill u provisions of the 2020 RGNYS 11 117 I LL IL p ll-1=1 I IL O al 11 w 2" THICK RIGID XPS INSULATION UNDER SLAB LU 0 were designed in accordance with r=III=1 r V AT CELLAR ENTRANCE. EXTEND 2 ft FROM ANSI/AWG NDS-2018 with 2018 supplement. -111-111 WALL 1=1i 1=1 I 8„ m i=1L=11 111=1T_I- 5tructurol elements such as Halls and fenestration 1=III=1T that: -ll=11 I—I -)If—JII-III I 4" SLAB 1=T1—I 1= =III=�=III i 4" SLAB I) resist wind loads, and 111T1L� P.G. FOOTING DATE: FEBRUARY 2024 I I, 2) are not contained in the prescriptive design � FOUNDATION PLAN 4 provisions of the 2020 RGNYS TYPICAL WALL SECTION UNIFORM 3/4" CRUSHED GRAVEL BASE UNDER were designed in accordance with A5GE '7-I6 wind TO DRYWELL FOOTINGS AT CELLAR ENTRANCE FOR FROST provisions and acceptable engineering practice. UNDISTURBED SUBGRADE BREAK DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." SECTION 5 _ SCALE: 1/2" = P-O" A � NOTES INDEXED TO THE 2020 ENERGY GONSERVATION GONSTRUGTION GODS OF NEW YORK STATE z O v R101.5 COMPLIANCE: This building was designed and shall be 6-4" 12'-T" 10'-6 1/2" 7'-10 I/2" constructed to meet the 2020 EONY5. Both RE5check N.5. GC Department of Energy) and REM/Rate (Noresco) computer Q Z software was utilitzed to demonstrate compliance. All O z mandatory provisions of the 2020 ECGONY5 - Residential O Provisions are in force. WOOD STEPS RI05.22 WRITTEN STATEMENT, To the best of my knowledge, IL U.. belief and professional judgement,these plans comply with the Energy Code. Furthermore,as a RESNET certified rater (I.D. No. 26143411), 1 certify that these plans comply with the Home WALL LINE EnergyRating stem (HERS) program. A signed certification ABOVE b-O r'9 � g g,� Z N N of compliance with the HERS program (HERO) will be submitted 4'-O" of the constructed building to demonstrate compllane. 4 N N N R301.1 CLIMATE ZONE: 4A Suffolk,NY B O O O O PIG RE O O O R401.2 COMPLIANCE: This project complies with 2) 5ectlon R405 ___ _ - Simulated Performance Alternative, and the provisions of I I Lu - -- ------ - - - b°68 xII.25 L i I I v - - � ® � - - i (2)-1.75x11.25 LVL HDR Sections R401 through R404 labeled Mandatory. - (EN&If5x11.25 LVL HDR cV 'd- " � � DW cv (ENGINEERED DESIGN) (ENGINEERED DESIGN) Z # (� J Mandatory requirements, I I R40.3 CERTIFICATE= Builder to post per code. I I w R402.4.1 THERMAL ENVELOPE: To be tested k verified to 3 i i z Q I I KITCHEN �? 23'-4 AGH by HERS rater. See Table R402.4.1.1 In plans. - R402.42 FIREPLACES: Factory built with UL I2"1 doors. i w I I m m R402.4.3 FENESTRATION. See window/door schedule i I d -I PROPANE EXTERIOR - R402.4.4 FUEL-5URNIN6 APPLIANCES: All room heating and - - - - hot water heating appliances to be direct vent with both I m O RANGE f- - - -I z AIR INTAKE Intake and exhaust pipes installed continuous to the 25'-0" ry o [RI006] outside. I I I I o BREAKFAST FAMILY ROOM z o R402.4.5 RECE55ED L16HTIN6, i6-rated and labeled as I I 4'-4" 'T-O" _ having on air leakage rate of not greater than 2.0 cfm 4'-O" II'-O" IO'-O" I I O X Q T. - - - - - - �p X} UL 127 LISTED AND V Q w w[Q LABELED 3b" per Code. 1 R40 .5 MAX. U-FACTOR 4 SH6G: See window schedule. - I I -1 0 QFS) =Q FACTORY-BUILT R403.1 CONTROLS, See plans for thermostat information. I I I o 000 o NOTE: g'HO CEILING HEIGHT FIREPLACE [RI004] L I I �0 I ~ THROUGHOUT FIRST STORY (K R403.3.2 DUCT SEALING: All duct joints shall be r T - mechanically fastened and sealed with duct mastic w NONFL MM & AIR-SEAL WITH I � Prol TECHNOLOGIES � NONFLAMMABLE MATERIALS. sealant. Apply mastic to duct seams. I I I >O 25 cfm GONT. N - MODEL T705 DRYWALL AND INSULATE ALL R403.3.3 DUCT TE5TIN6= A duct air-leakage test is not I I I I I I I TO ERV PROGRAMMABLE ? WALLS AND CEILING. required under exceptions I and 2. I I THERMOSTAT 2x6 GJ I I I [MI505.4] z R403.3.5 BUILDING CAVITIES.- Framing cavities shall not be p E - - - used as ducts or plenums. I AT I6" o.c. I I I I (IF REQ'D) R403.4 MECHANICAL SYSTEM PIPING INSULATION. Insulate !3)-I.T5 x 14 LVL FLUSH (37' LONG) VA I Vi" h C C S mechanical system piping carrying hot water to an q I I I j R F (2)-2x10 HDR NO WALL ABOVE STAIR R-value of not less than R-3. --- O- ROOF LINE- - -J. -----J I I I t 4'-6" �- R403 5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION - - tt I I _ / SYSTEM: Not In project. (2)-I.15 x g.25 LVL DROP HDR I I I 4x4 POST 0 - - R403.6 MECHANICAL VENTILATION: ERV continuous ( - e 3°5° 6" STEP I 3b" GUARD [R312.1] QLs ventilation system specified in the plans exceeds the I - -_ __ _ _- yi -I -- -- - _ -- - minimum efficacy of 1.2 cfm/watt. I I 36" GRD 2 6 6-8 PDR 4x4 POST R403.1 HVAG EQUIPMENT= Sized In accordance with ALGA I GARAGE IO 21168 1 m 4" 1 Manual J and Manual S. I 5" P.G. SLAB B WOOD O #qE 4'-6" U 10 R DN R403h MULTIPLE DWELLING 5YST MS, Not applicable PITCHED TO DOOR - 6" DROP - 4x4 POST R403A 5NOW MELT, Not in project. I I I A-2 _ STEPS _ 7 R403.10 POOLS AN SPAS: Not In project. I INTERIOR GARAGE WALLS: _- __- - ___- _ _ o i 20 cfm GONT. TO ERV -� � � R403.11 PORTABLE SPAS, Not in project. Y2' GYPSUM BOARD I _� I [M1505.41 _ 10 36" GUARD [R312.1] 1 m R404 LI6HTIN6, Builder to install high-efficiency lamps In at I I L---------- cv 3'-2" -7'-6" 1 .S least gO% of permanently installed fixtures. I GARAGE CEILING: Y2" GYPSUM BOARD I in G 2�lQ `t R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was I [TABLE R302.61 ROOF LINE J 2'-b" 2' O" used to show compliance with the EnergyCode. REM/Rate I -- ----- x m NO WALL ABOVE /" � .9 STAIR � software was used to model the building performace - see I GARAGE 15 NOT INSULATED AND NOT HEAT DETECTOR r m t1 _ -71 d CONDITIONED O _, _ - __ _ - F I DOUBLE I u-1 0 �! 2020 IEGG Energy Gost Compliance report provided with _ I >Y } I r. Q Cp S �1 1z Permit Application. REScheck was used to model the building 't? I Q 2668 =� O ( FL HDR performance based on national standards - see REGGheck i- a 0 GONG PLAT ' SMOKE 4 G.O. d Nao J • DINING ROOM DETECTOR(TYP)Compliance Certif[cote and Inspection Checklist provided with I 0 NI BREPZEWAi' ROO�. p I = LIVING ROOM Permit Application. E - - _ I Q Q "OVERHEACa F- i �l-I x l ;o - �' FOYER 1 0 :�I N � m w v I > _ s -- _ 4" x ' - m zz ry I (2)-2 x 10 HDR 14'-0" HAZARD 6LAZ1 ICC [R308.4] ��_) c^yJ1 Q Z �.. I xz I NI 1 4" m - _ -1� OzW (� _ z ROOF LINE O 14 (� V )- Q z 2x6 GJ AT 16" o.c. _ T w 2x6 GJ AT I6" o.c. - E E I _ L! OL Paz 5.5 x 11.815 m (2)-2xl2 HDR R.A.G. I IL �` 1)✓ W ® O i. PARALLAM PLUS P.T. - 3068/(2)-1068 SL I <_J m Q dJ PSL BEAM tt C d 1 a O } d ------------------ -- -- I r-------------------i r- i I- (2)-I.(5 x 14 LVL FL .n N O Q I I I I N (2)-I.T5 x 14 LVL FL V / O Q Q 4„ I I I I 4" (2)-3050 PORCH N (2)-3050 V , < �i 5/4x6 DECKING Q (� i I I I 24'-4" I I E E 0 1--1 v � q,-2„ O 2'_Q„ 8.0° X 2'_ , O O cl'-2„ I I I 1 x I I O i I O t I (TYP-4) o (1 (2)-2xl2 HDR I I (2)-2xl2 HDR I I (3)-2x12 GDR _ (ENGINEERED DESIGN) _ L __ __ (3)-2x12 GDR l-- -J L- -J -- -- -- -- - - -- ------- ---------- - -----------J -------- - - ------ -------- -- --- ------------ - ,.•, ROOF LINE - ROOF LINE HOOD STEPS I5-2' ;yrl'•� f. D LIVERED APR 17 2024 A m < o v � F I RST FLOOR FLAN SCALE: 1/4" = 1 ft lu QOLU Q Q e4g-fit. OQ.z O z rr 1 �� I- I IL o 0 g�a� eP_19 . LU oP L 0 STRUCTURAL PE51ON NOTE v pWW' O z In accordance with the 2020 RCNY5; structural 4 Q JU v Z WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and Q. No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/wood composite columns, beams, headers and < 0) OL WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE BIC OPENING COMMENTS girders that: F- Cy A UNITED WINDOW 3900 3050VA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL IRAME,LOW-E GLASS,ARGON,NO GRILLE 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 sf] 48"x 48" B PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 1) resist gravity loads, and �/ v N C UNITED WINDOW 6000 3020V N/A N/A 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf[50 sf] 36"x 24" C AWNING,VINYL FRADMI,LOW-E GLASS,ARGON,NO GRILLE _1 0 2) are not contained in the prescriptive design < O� Q 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 -26.01-35.1 psf[20 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RCN'f'S IL Q 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 IRAME,LOW-E GLASS,ARGON,WITH GRILLE t 1 , I Q CJ F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 Sf U=0.28 SHGC=0.32 -26.0/-35.1 psf[20 sf] 72"x 18" F PICTURE,VINYL FRAM E,LOW-E GLASS,ARGON,NO GRILLE LU were designed in accordance iwith m G 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 -22.0/-29.7 psf[20 sf] 32"x 42" G CASEMENT EGRESS VITH HARDWARE,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) ANSI/Mr., with 2015 supplement. H UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf(50 sf] 72"x 80" H PATIO DOOR,LOW-E CLASS,ARGON,NO GRILLE 1 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 Structural elements such as Halls and fenestration J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64±sf - 64±sf 64±sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS that: 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-MINUiE FIRE-RATED HOUSE-TO-GARAGE DOOR DATE: FEBRUARY 2024 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 1) resist wind loads, and 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 MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] 2) are not contained In the prescriptive design FIR5T FLOOR ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 provisions of the 2020 RON`P5 PLAN 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 _ annotated "ENGINEERED DE51GN." A i -7 -7 A Z O r--------------------' O Q. -------------------- � 23' O 4'-4" 6'-10" 2-6" 7'-2" i 8'-O" 8' WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR I INSTALL ERV UNIT IN CONDITIONED ATTIC. AZARD GLAZING I O O VENTILATION DUCTS SHALL NOT BE CONNECTED TO THE FURNACE / A.G. SYSTEM, O j O j O Q Q ----------- - ------ = B ------ W W `r PICTURE AWNING N 3°5° 3050 �j HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL I q-8" '-O" INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. I Z 4" STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE i 5'-O" 4 a N N N Z CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5P07 I FREE-STANDING TUB = JJjj,JJ N FRESH AIR TO AN INSIDE DIFFUSER INSTALLED IN UPPER HALLNAY STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. .� TRAN150M STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N4b M BATH BEDROOM 4 GL BEDROOM 3 - ALL DUCTS SHALL BE 6" d1a (OR EQUIVALENT), INSULATED TO R-4.2 I O I 8'-O" G Ht :U10 - 8'-O" G Ht 8'-0" G Ht F SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: i N N MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM I N AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. 20 cfm CONT. KITCHEN EXHAUST TO ERV IS NOT REQUIRED IF A RANGE HOOD 15 INSTALLED AND I _ TO ERV 20 cfm CONT. / T O VENTED TO OUTSIDE HAVING A MINIMUM OF 100 cfm. I (M1505.4] TO ERV a I /X HVAG EQUIPMENT IN ATTIC PROPANE FURNACE: LENNOX MLIg6UHO70XE3bI3 GLASS IV - F 41 cv = DIRECT VENTED TO OUTSIDE;AHRI 204454168 ® BATH v cv MOD ETECHNOLOGIES 1 HEATING GAP: 64,000 Btuh;AFUE = q6.1 PROGRAMMABLE INDOOR COIL: LENNOX CH35-3bB+TDR THERMOSTAT O cv GL OUTDOOR UNIT: LENNOX ML14XG15036-23OC;AHRI 2045052g1 ° 5 ° ° 5 I 2`-7 &J 2�7 COOLING GAP: 33,200 Btuh;SEER = 14.50 INSTALL IAW MANUFACTURER'S SPECIFICATIONS I I kHALL SMOKE $ G.O.A.G. f3ETUURNI 0 DETECTOR (TYP) S �� HALL 2�7° m 10'-0" RAILING---------------------------------- - �— — — -�(2)-2xIOHDR _- __ _— _ —_ _ ___ _ _ (2)-1.75xq.25 LVLFLUSH-------- BI-FOLD 'I- (ENGINEERED DESIGN) 305o __ _ BEARING 4x4 AN R IL O I i m / 2610 m POST _ g i X I DRYER WASH R io < DN m m p,-2 �-� 36 H ND AI [_ 311. .8] j DRYER EXHAUST 4'-6" 3'-2" [M1502] ®' 4 <20 Z r 12" x 12" AIR TRANSFER GRILL IN CEILING I 0 N O m --- ---------- DOUBLE FRAME 0 - S OPENING I -------- _ F Q Q O ♦- `p Q =N Q _ (L i I I Lf) I GARAGE 2"70 o MASTER BEDROOM W.I.G. '. GL BEDROOM 2 N 10'-0" TRAY G Ht O 10'-0" TRAY G Ht I I V I 14'-0" 4" 5'-b" 2'-2" 14'-0" (1/ I 2)_I.75x14 LVL_w/HT530 MTL STRAP AT EACH END (2)_I.75x14 LV_L w/HT530 MTL STRAP AT EACH END LU I _ E(E GINEEED 2x8 6-1 AT 6ESoGN) (ENGINEERE2x8 GJ ATD IbE501GN) � � W Z (2)-2x10 HDR -- -- -- J� 2�=.1 W I 3" CLOSED CELL 5PF I = Q i 13 Z I ° BETWEEN RAFTERS 0 Z LU O 4 1- Z 1 (2)-505 (2)-3 5 I N WQ LU >n W W O W i OL 2'-q" E q'-2" E 2'-g" a_0 2'-q: O q_2 O 2,_q„ I W O OW I< NO X Q Z I --------------------------------------------J -------------------------------------�--------------------- < ---I--------------------------------------' I I Q 3-f'-4" S. t.m Y DELIVERED APR 17 2024 SF—G0ND FLOOR PLAN rUt� 50ALE: 1/4" = 1 ft V m O:3 Q o tL ua m UJ 60 IL � o SOLAR-READ — p 0 Y Q I CERTIFICATE LU O w 6 This home has STRUCTURAL ME51ON NOTE v < WW Z o incorporated features atJU 0. v Z the time of initial In accordance with the 2020 RGNYS; structural < p construction to enable the elements such as engineered wood, steel and a Q v installation of solar steel/wood composite columns, beams, headers and V < < 7i OL electric. girders that: F- N Z = The solar-ready roof 1) resist gravity loads, and v N V zone is shown on this III • construction Ian excerpt : -a O p p 2) are not contained in the prescriptive design O N Q and is free of provisions of the 2020 RGNYS LL in Q obstructions that would N limit placement of solar were designed in accordance with � m panels. AN51/AWG NDS-2018 with 2018 supplement. , 1L xii NDUIT Plastic condult for future NDUIT Structural elements such as walls ondl fenestration electric wiring has been that: installed through walls at DATE: FEBRUARY 2024 the locations shown to SOLAR-READY 1) resist wind loads, and facilitate the installation ROOF ZONE of wiring between the prescriptive g 2nd FLOOR 2) are not contained In the resort tive dell n electric service panel and provisions of the 2020 RCNY5 roof-mounted solar PLAN panels. were designed in accordance with ASGE 1-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A = CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] .4 QOL O O Q o 0 ROOF LINE TABLE R802.5.2 RAFTER/CEILING JOIST HEEL U � - ... . _. ._...... -._e_... . _ ._. . _. _ . .. _ Ire n� JOINT CONNECTIO NSa,b,c, d,e,g O O _ i I GROUND SNOW LOAD(psi w j 20' 30 O �t 4 r OL GLOSED-CELL SPF 1 I i I RAFTER RAFTER z SPACING Roof span(feet) - 1 v SLOPE (inches) 12 20 28 36 12 20 28 36 p p l l__ I o Required number of 16d common GYPSUM BOARD _ ' I nailsa'b c a e I _ per heel joint splices ' ° CONTINUOUS BEAD OF F Q 12 4 6 8 10 4 6 8 11 # N SEALANT € j AGGE55 i:ROOF 3:12 16 5 8 10 13 5 8 11 14 ' GYPSUM BOARD a AGGE55 ROdE ° 24 7 11 15 19 7 11 16 21 I i � � 0 l a l � 12 3 5 6 8 3 5 6 8 SEALANGONTINUT BEAD OF ut 1 n i I I 24 5 8 12 15 5 9 12 i 4:12 16 4 6 8 10 4 6 8 11 - „ 16 12 3 4 5 6 3 4 V 5 7 EXPANDING FOAM AT WINDOW OUS MINIMAL , j UNIT PERIMETER 16 3 5 6 8 3 5 ' N 24 4 7 9 12 4 7 10 13 @ PU5T DOWN POST DOWN POST DOWN WINDOW UNIT 112 3 4 4 5 3 3 4 5 (� 1.75 x I6 LVL 5TRU6TURAL RIDGE IBC � 7:12 16 3 4 5 6 3 4 5 6 X I6 L L RIDGE 13 24 3 5 7 9 3 5 7 9 12 3 3 4 4 3 3 3 4 I CONTINUOUS MINIMAL I f ! I 9:12 16 3 4 4 S 3 3 4 5 EXPANDING FOAM AT WINDOW j 3 j i 24 3 4 6 7 3 4 6 7 UNIT PERIMETER j f 12 3 3 3 3 3 3 3 3 12 12 16 ..- E 2x5RRAT16" o.c. E 2xSRRATI6" o.c. ' ' - .- � j - "; j 3 3 4 4 3 3 3 4 t $ 3j 24 3 4 4 5 3 1 3 4 6 i + o I ' ; ? For SI: 1 inch-25.4 mm 1 foot-304.8 mm 1 pound per I SEALANOUS BEAD OFF Q i. �s ! y square foot=0.0479 kPa. oly w I a. 40d box nails shall be permitted to be substituted for 16d IU �- I common nails. X b. Nailingrequirements shall be permitted to be reduced 25 GARAGE ROOF GYPSUM BOARD Q 2 x e, RIDGE + �� x i ' A- ��' q • l�.l ,,� N �� N 1 percent if nails are clinched. CD O p y� o x x ; ; c. Heel joint connections are not required where the ridge is it I CONTINUOUS BEAD OF S� BREEZEWAY ROOF BELOW u, ! u, ' i supported by a load-bearing wall,header or ridge beam. ADHESIVE o L - r i d. Where intermediate support of the rafter is provided b N I e Pp p Y CONTINUOUS BEAD OF �� Q :, } vertical struts or purlins to a load-bearing wall,the SEALANT tabulated heel joint connection requirements shall be . .....___-....................._.....__..: :_._.._..._......' I permitted to be reduced proportionally to the reduction in V span. / DL 2" GLoSED-DELL 5PF 2xto RR AT I6° o.c. 2xl0 RR AT 16" o.c. 2xl0 RR AT 16° o.c. 2xlo RR AT 16" o.c. I s e. Equivalent nailingpatterns are required for ceilingjoist m W O ROOF LINE to ceiling joist lap splices. m Z Z Applies to roof live load of 20 psf or less. Z z — f �--� i 10 — LU � g. Tabulated heel joint connection requirements assume � _ J� O�W (�� o ;F OF LINE that ceiling joists or rafter ties are located at the bottom < _ O 1 L- "' GONTINUOU5 BEAD OF I.._ . - Q t(� \ W l-L- of the attics ace. Where ceiling joists or rafter Mies are SEALANT PROVIDES OLAR-READY ZONE [TIO5.3] -'I p g7 W 1I 1 z ES 6" WIDE ACCESS PATHWAYS located higher in the attic heel joint connection IQ1�C JJ-1 a t- O GYPSUM BOARD FROM E VE TO RIDGE WHERE SHOWN Q ' Q �. —11 dJ ® O [R324.6]. THESOLAR-READY ZONE SHALL ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.51 requirements shall be increased by the following factors: 0- Q O 0 l REMAIN CLEAR OF OBSTRUCTIONS SUCH AS INSTALL 2"(P VERTICAL SCHEDULE bO PVC, CONDUIT — (O (�/ Q VENTS, ETC. [TIO3.4] THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS PORCH ROOF BELOW V O OR GAPS AT EACH TERMINUS [E3802.3.21. N Heel Heel Joint Connection Adjustment Factor O (TYPICAL-3) X Q GONTINUOU5 BEAD OF WALL LINE 1/3 1.5 v Z Q Q I 33 GONTINUOU5 MINIMAL T I 115 1.25 1/5 1.25 X 1-1 EXPANDING FOAM AT WINDOW Z 1/6 1.2 UNIT PERIMETER 1/10 or less 1.11 j WINDOW UNIT (OR where: WEATHER-PROOF DOOR) IHC=Height of ceiling joists or rafter ties measured vertically ') ROOF �� above the top of the rafter support walls. TABLE R402.4,1.1 -2020 H =Height of roof ridge measured vertically above the to of '�•,�"."•'" ` €" ,' i AIR BARRIER AND INSULATION � - lI CONTINUOUS MINIMAL INSTALLATION SCALE: I/4 - I ft R g g y p t_' j .v�l50 EXPANDING FOAM AT WINDOW ` . ' the ra ter support walls. �, . �,-.•�P, �', �,;; I COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION � I UNIT PERIMETER CRITERIA f ��' t•+'�• x " i A continuous air barrier shall be installed in the building envelope. °• � s t� F Air-permeable insulation shall not be used as General requirements The exterior thermal envelope contains a continuous air barrier. a seating material. ,r CONTINUOUS BEAD OF Breaks or joints in the air barrier shall be sealed. f SEALANT The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air y pp g D LIVERED APR 17 2024 �i Ceiling/attic barrier shall be sealed. The insulation In an dropped ceiling/soffit/soffit shall be aligned with the air barrier. I, Access openings,drop down stairs or knee wall i GYPSUM BOARD doors to unconditioned attics aces shall be sealed. Cavities within corners and headers of frame GONTI NUOU5 3EAD OF The junction of the foundation and sill plate shall be walls shall be insulated by completely filling the cavity with a material having a thermal sealed.ADHESIVE VE resistance of R-3 per inch minimum. V ` ` Walls The junction of the top plate and the top of exterior N V U) C� 2 GONTINUOU5 BEAD OF walls shall be sealed. Exterior thermal envelope insulation forSEALANT framed walls shall be installed in substantialKnee walls shall be sealed. contact and continuous alignment with the airbarrier.The space between window/door jambs and OWindows,skylights and doors , 0)LOSED-CELL 5PF framm ,and sk li hts and framin shall be sealed.Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. OFloor framing cavity insulation shall be 'I ,installed to maintain permanent contact with (Vto LUthe underside of subfloor decking. 13 IL Floors including cantilevered floors The air barrier shall be installed at any exposed Alternatively,floor framing cavity insulation t and floors above garages. edge of insulation. shall be in contact with the top side of z sheathing or continuous insulation installed on the underside of floor framing;and extending from the bottom to the top of all i CONTINUOUS 51 LL SEALER - perimeter floor framingmembers. < O tL �v}l FULL WIDTH OF SILL Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided 1— O Q LU O V Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be ■�� O 1L ' overlapping joints taped. permanentlyattached to the walls. FOUNDATION WALL Duct shafts,utility penetrations,and flue shafts Shafts,penetrations opening to exterior or unconditioned space shall be LU DL'Q O sealed. STRUCTURAL DESIGN NOTE v Q Z CONCRETE SLAB Batts to be installed in narrow cavities shall Qr U lu Z i be cut to fit or narrow cavities shall be filled In accordance with the 2020 RGNY5• structural 4 p �u Narrow cavities with insulation that on installation readily 5 — o r ly elements such as engineered wood steel and - conforms to the available cavityspace. Garage separation Air sealing shall be provided between the garage steel/wood composite columns, beams, headers and �/ '� OL ' and conditioned s aces. H Recessed light fixtures installed in the building Recessed light fixtures installed in the girders that: O N Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight O z — surface, and IC rated. I) resist gravity loads, and N In exterior walls,batt insulation shall be cut �[ 0 neatly to fit around wiring and plumbing or Plumbing and wiring insulation that on installation,readily 2) are not contained in the prescriptive design O N Q Q[ conforms to available space,shall extend provisions of the 2020 RGNYS I behind i in and wiring. � O � The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs � � Shower/tub on exterior wall showers and tubs shall separate the wall from the were designed in accordance with O shower or tub. shall be insulated. g f() NOTE: IT 15 THE INTENT TO PROVIDE FOR A The air barrier shall be installed behind electrical ANSI/AWG NDS-2018 with 2018 supplement. CONTINUOUS AIR BARRIER ALIGNED WITH THE Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed THERMAL ENVELOPE. THI5 DETAIL 5HOW5 boxes shall be installed. Structural elements such as Halls and fenestration TYPICAL METHODS OF AIR-SEALING USING HVAC supply and return register boots that VARIOUS BUILDING ELEMENTS, APPROVED penetrate building thermal envelope shall be sealed that: ADHESIVES AND SEALANTS. FRAMING HVAC register boots to the subfloor,wall covering or ceiling penetrated CONFIGURATIONS NOT SHOWN, 5UGH AS b the boot. DATE: FEBRUARY 2024 I) resist wind loads, and CANTILEVERS AND 5TAIRWE-L5, SHALL BE Where required to be sealed,concealed fire SEALED IN A 51MILAR MANNER TO PROVIDE FOR sprinklers shall only be sealed in a manner that is A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers recommended by the manufacturer. Caulking or 2) are not contained in the prescriptive design WALL BRACING 4 THERMAL ENVELOPE IN ALL LOCATIONS. other adhesive sealants shall not be used to fill provisions of the 2020 RCNYS ROOF PLAN voids between fire sprinkler cover plates and walls or ceilings. were designed in accordance with ASCE '1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER AIR 5EA �I NO 17ETA I L5, AIR SEAL I I O I OTEj where such elements occur in the plans, they are „ = annotated "ENGINEERED DE516N." SCALE: 5/4 1 ft A - 5 i BWL A BWL B 21-411 . z � O � I I v m I� BWL I -- I - - _ _ �, �--------- --------- 0 (y_ 1L 1L CJ ll(L -- 'd BRACED WALL PANEL CALCULATIONS - DWELLING I�j Wind - Adjustment Factors -Table R602.10.3(2) (p.187) Upper Story U er v rY I Numbered Let tered ttered Wall Wall Lines Lines Comment -' Exposure Category 1.00 1.00 Exposure B; 2-Sty [� Roof Eave-to-Ridge Height 0.91 0.91 8'-6" I Story Height 0.93 0.93 8'-8" I ` Number of Braced Wall Lines 1.00 1.00 2 HOLDOl�NN t�1�U SERIES HOLDOI�NN I NSTAL.L A71 ON Additional 800 lb Hold Down 1.00 1.00 N/A (i J SCALE: n.t.s. - SHOWS ACTUAL HOLDDOWN SPECIFIED SCALE: n.t.s. - SHOWS COUPLER THROUGH PLATFORM I' i Gypsum Board Fastening 1.00 1.00 N/A Wind Factor Total 0.846 0.846 HOLDOWN NOTES Total I. HOLDOWN SHALL BE HDU5-SD52.5 AS MANUFACTURED BY ' Braced Wall Bracing Braced Wall 140 mph Wind Factor Required Bracing SIMPSON 5TRONO-TIE COMPANY, INC. OR APPROVED ;� Line Method Line Spacing Required Total Bracing Length Status End Condition EQUAL. USE 5D5 SCREW (ft) Bracing (ft) Provided (ft) S IN ALL AVAILABLE HOLES. I L Length (ft) 3 11 CS-WSP 30.67 7.13 0.846 6.03 23.33 OK 1 2. INSTALL HOLDOWN ASSEMBLY AT LOCATIONS SHOWN IN THE PLANS. ASSEMBLY CAPACITY 15 GREATER THAN 5,000 I L 89_09 L 2 CS-WSP 30.67 7.13 0.846 6.03 19.00 OK 1 POUNDS IN TEN51ON [R602.10.6.1]. BwL 2 -- --------= ------- -----' - _- A CS-WSP 37.00 8.40 0.846 7.11 31.00 OK 1 J ; ;? I 1 B CS-WSP 37.00 8.40 0.846 7.11 23.00 OK 1 5. ANCHOR RODS SHALL BE 555/8X24 AS MANUFACTURED BY 2-� 2-a 2-a `? 2-a SIMPSON STRONG-TIE COMPANY OR APPROVED EQUAL. 4. EMBED ANCHOR RODS A MINIMUM OF 15" INTO CONCRETE AT TIME OF POUR. USE NUTS AND COUPLERS (e.g. GNW5/8) A5 Wind Adjustment Factors -Table R602.10.3(2) (p.187) NEEDED TO EXTEND ANCHOR THROUGH FLOOR PLATFORM Lower Story AND ABOVE THE BOTTOM WALL PLATE. Numbered Lettered Wall 5. ATTACH HOLDOWN TO A DOUBLE KING STUD HAVING A Wall Lines Lines Comment Z V 7HICKNE55 OF 5 INCHES MINIMUM. Exposure Category 1.00 1.00 Exp B; 2-Sty / Roof Eave-to-Ridge Height 0.96 0.96 8'-6" tum w Story Height 1.02 1.02 10'-4" m z 1U SECOND STOfi�Y E3V4L. FLAN Number of Braced Wall Lines 1.00 1.00 2 � Z Z < 't cq z a 50ALE: 5116" = 1 ft d= z W Additional 800 lb Hold Down 1.00 1.00 N/A m Gypsum Board Fastening 1.00 1.00 N/A Q z O if 11 z Wind Factor Total 0.979 0.979 n�,, lu O O mOL< Total Braced Wall 140 mph Bracing N O < BWL G BwL Braced Wall Bracing Line Spacing Required Wind Factor Required Length Status End Condition z �g !a I 37-O Line Method (ft) Bracing (ft) Total Bracing provided (ft) ^^ <- Length (ft) t�l 3 CS-WSP 31.67 13.67 0.979 13.39 18.33 OK 1 Z ' 4 ABW 31.67 16.25 0.979 15.91 16.00 OK N/A C CS-WSP 37.00 13.67 0.979 13.39 29.33 OK 1 3'-0 1/2" ' D CS-WSP 37.00 13.67 0.979 13.39 32.00 OK 1 BWL 3 --- i BRACED WALL PANEL CALCULATIONS - DETACHED GARAGE I f• q;s-'fi6'Y p Wind Adjustment Factors-Table R602.10.3(2) (p.187) BWL E BWL E BWL O cv f IS_O q_g i Numbered Lettered Wall „¢ Wall Lines Lines Comment ` ' 10'-0" Exposure Category 1.00 1.00 Exposure B DELIVERED APR 17 2024 Roof Eave-to-Rid a Height 0.80 0.80 9 9 6-9 Story Height 0.98 0.98 9'-7" !! Number of Braced Wall Lines 1.00 1.30 2, 3 LU BWL 5 ----'-------------- - ----------- -- - II, _ _ Additional 800 lb Hold Down 1.00 1.00 NIA � m 1 f Gypsum Board Fastening 1.00 1.00 N/A O d - - - MIO Wind Factor Total 0.784 1.019 f� O= _ Br Wall Total p ! aced a 140 mph- Bracing p r Braced Wall Bracing Line Spacing Required Wind Factor Required Length Status End Condition p Q r. { Line Method ft Bracing ft Total Bracing Provided ft ' O i Length O gO g (ft) O O � r- z 5 CS-WSP 25.00 6.00 0.784 4.70 22.00 OK 1 >- 6 CS-WSP 25.00 6.00 0.784 4.70 7.00 OK 1 O OO Ocoz r X E CS-WSP 24.67 5.93 1.019 6.04 22.67 OK 1 `�` O�C lJ cv F CS-WSP 12.33 3.08 1.019 3.14 5.00 OK 1 LU _ 6 G CS-WSP 24.67 5.93 1.019 6.04 25.00 OK 1 ^ J Q Q HOLOOWN 1__1 lu Q 0 O Z (TYP-b) AT ABW WALL SEOMENTS I ' p� Q v OL BWL 4 --- ------- - ---------=f13----®- ------- --- Z N = ri8"e'ff l 2'-q" r 2'-G" LU N ;48" off 48" off "'48" of Y ILI b o o Q O Ir OL i I -- -_-_ _ ----- - LL I i I � DATE: FEBRUARY 2024 WALL BRACING PLAN F I RST STOR'r NL FLAN DRAWING NUMBER SCALE: 5/16" = 1 ft TYPICAL ROOF R-3q ASPHALT ROOFING SHINGLES OVER 15# FELT OVER y2" STRUCTURAL PANEL SHEATHING OVER 2x4 COLLAR TIE AT 48" O.G. 2xIO RAFTERS AT 16" O.G. Z 1.75 x 16 LVL STRUCTURAL RIDGE R-3q 6 THICK GLOSED-GELL SPRAY POLYURETHANE FOAM (5PF) O WITH YY GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316 F- ROOF (SEE ROOF PLAN FOR POST LOCATIONS) .4] V 2" SOLID OR WITH AN APPROVED FOAM PLASTIC A55EMBLY [R316.6] WOOD LOCKING Q Z o I y I GABLE WALL INSULATION: 2x12 GRO55-RI06E 12 __-- - 12 (� w _ fj - - - - - - - - - I CONTINUOUS R-5 I-INCH RIGID FOAM XP5; FALSE GABLE 6 -�1 6 U_ IL CAVITY R-13 5" GL05ED-CELL 5PF Q I I I FULL-HEIGHT O �jj W ��LI I m I SHEATHING 0 z F- a BEHIND LEDGER Q Fv Q SEALED ATTIG zQ ------------ ----------------- ---------- --------L------------------------------------------------------- , �, - - GEILING r - I 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT I6" O.G. � (INDIRECTLY CONDITIONED) 2" SOLID 'd- _ Ix8 TRIM BOARD 8� WOOD BLOCKING O O MASTER BATH �- - - - - - I LAUNDRY }I I , ` - ' FAMILY BATH SOFFIT VENT N N ,�-' 1 TYPICAL INTERIOR WALL , (2)-I.-75x14 LVL FL HDR 1/2" GYPSUM Lu 1•.1G I I I ( WG I i 2x4 STUDS AT 16" O.G. 4 t-O I LAV. I LAV. i I I i WASHER I LAV. I (2)-2x4 TOP PLATE;2x4 SOLE PLATE NOTCH TOP SIDE UNDER ROOF BOARD FINISH GYPSUM WALLBOARD ON BOTH SIDES MAX. NOTCH DEPTH = 5 Y2" I L tV -� NOTE: ALL DUCTS SHALL BE (2)-2x10 HDR LOCATED IN THE ATTIC, INTERIOR TUB I I TUB I TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES 2x4 5TUD5 AT 16' O.G. �' z AND SECOND FLOOR PLATFORM. r n SHOWER I I I (2)-2x4 TOP PLATE;2x4 SOLE PLATE w MIN. R-4.2 DUCT INSULATION. Z (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN Q __ 2nd FLOOR I - _--I-_----- _----�_ I__ ____ __________ ___________________� R-15 UNFA-,ED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 n HALL BEDROOM 3 ----------------- -------- ----- --- ---- O 1-1/2" W 1-1/2" � 3" W 2" W 2" W I 2" W 2" W 3" W 1-1/2" W I VINYL SIDING OVER HOUSEWRAP OVER R-5, I' XP5 INSULATION `t m 2" W 3,: I y 2" W I 2° W I I 3' W 2 W G.O. I 5/4" PLYWOOD SUBFLOOR I OVER /2" STRUCTURAL PANEL 5HEATHIN6 C5-W5P G.O. I 12 (2)-1.75 x 14 LVL FLUSH HDR WOOD FLOORING OVER �� N II i ---------------------------------------------------------------------- i-- ------------------ - -----------------------------------------------------� CEILING - - - - - - - - - - - j R-13 2" GLOSED-GELL 5PF 6 II 14" TJI-560 FJ AT I6" O.G. II w AT RIM JOIST II II 14" TJI-560 FJ AT 16' O.G. $ POWDER I KITCHEN I u- I I k ) 3 i I I I (2)-1.75 x 14 LVL FLUSH HDR z i STAIRS i I p�Q O N > I N > I X (3)-1.75 x 14 LVL tY =I =I O I I ; ; I/2" GYPSUM z BOARD FINISH w I I I I I III III' � KIT SINK LAV. I I i � L I V I NC ROOM �- z I I I i z 1=AM I LY ROOM I I � III II>Y I ciJ < II IIQ Ist FLOOR PLATFORM tS� i WOOD FLOORING OVER 15t FLOOR I 3/4" PLYWOOD 5UBFLOOR - -------------------------------- ----------- ---------- ------------ ------------------ ------ ---------------- ------------------------------- 2x10 FLOOR JOISTS AT 16' O.G. R-13 2" GLOSED-GELL 5PF 1-1/2 W 3" W I 2" W I GO 2 W I GROSS BRIDGING AT MIDSPAN AT RIM JOIST 3, W 3" W 2' W G.O. i -- ---------------------------------------------------------------------- -----------------------------------------------------------------------------� CEILING r 5TA1 R5 1- 4 -L - -IIF.A.t. (3)-1.75 x 11.875 LVL GDR 7 BASEMENT FINISHED GRADE I (4)-3/8" LAG SCREWS j FINISHED GRADE (INDIREGTLY GONDITIONED) SILL CONSTRUCTION: I SLOPE 6" IN 10' MIN. AWAY FROM BUILDING 2x6 P.T. (UG3B) SILL ON TERMITE SHIELD ON SILL SEAL WITH 1/2" ANCHOR BOLTS G.O. 4 W i tv O (SEE TYPICAL WALL DETAIL) / I /TO APPROVED HOUSE TRAP SANITARY SYSTEM N - lt1 I- O BASEMENT FLOOR _____________j Q FULL HEIGHT R-11 BLANKET WALL INSULATION z ---------------------------------- p AS MANUFACTURED BY GERTAINTEED CORP. � � Iv lJL m W � PLUMB I NO R 1 SER D I AORAM I A GYPSUM - ASTM E84 MAX. FLAME SPREAD INDEX < 0 — 10" POURED CONCRETE FOUNDATION STEM WALL BOARD FINISH `r MAX. SMOKE DEVELOPED INDEX S 50 }- Z +�- tl d� z L/ 1 �zw 5GALE: NT5 VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. [R302.7] 0 ,^ �- Q - * O z 14" TO 4j" CONCRETE COVER FROM INSIDE FACE 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB O z OL Z HORIZONTAL REINFORCEMENT: #4 REBAR AT I8" O.G. t' ' TOP BAR WITHIN 12" OF TOP OF WALL III > O W t- ® O -1 O (� UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING � -' -- O Jam- I - < MINIMUM 3'-0" BELOW GRADE 50"x 30"A2" DEEP P. GONG. SPREAD FOOTING Q- ly d ly h/(3) #5 REBAR E.W. N O < Q R I DOE TENSION STRAP: � o WRAP STRAP OVER RAFTER SECTION A (5) 10-d COMMON NAILS AT EACH END OF STRAP Z 5GALE: 1/4" = 1 Ft RAFTER TO STUD : WRAP STRAP OVER RAFTER ` (4) 5-d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S SPECIFICATION DELIVERED FEB 2 9 2024 WHERE RAFTER ALIGNS WITH STUD m_ 2x ROOF RAFTERS AT 16" O.G. ry 0 USE GALV. HURRICANE TIE BETWEEN Q It EVERY RAFTER AND THE ROOF BEAM 2x CEILING JOISTS AT 16" O.G. d USE (3)-16d NAILS AT RAFTER r HEEL JOINT CONNECTION to ROOF BEAM (SEE PLAN FOR SIZE) Q�Q ASSEMBLE WIR VAIO-d NAILS 2x EXTERIOR WALL IL iu WALL STUD TO NALL STUD : IVEQ Lu STRAP OVER OR UNDER SHEATHING 12" O.G. STAGGERED ALONG LENGTH (4) 5-d COMMON NAILS AT EACH END OF STRAP p z r MT530G STRAP-TIE SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 �� EACH RAFTER 0 O ci z i" VENTED VINYL SOFFIT Ix8 TRIM BOARD IL UPLIFT CONNECTIONS: G518 GALV. GOIL STRAP R-30 GATT INSULATION � O USE (2) AT EACH POST, TOP b BOTTOM O V ' USE ( ) NAILS H EACH END STUD TO FLOOR JOIST 1-114 WIDE 20-OUAOE Lu 0 R u O Q 5/4"xb" DECKING J d W 6 SIMPSON COIL STRAP GALVANIZED STEEL STRAP PERPENDICULAR TO JOISTS (4)-8d NAILS AT EACH END EAGH SIDE OE WINDOW AND W< Q- Z (2)-8d THREADED NAILS OR DOOR OPENINGS. INSTALL (2)-No. 8 WOOD 5GREWS AT 4x4 WOOD COLUMN 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP W to Z EACH SUPPORTING MEMBER PLATES TO JACK STUD. ( UG3B PRESERVATIVE TREATED 2x RIM BOARD Ca t� [R507.7] REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW 4 V FLOOR BEAM (SEE PLAN FOR SIZE) CANTILEVERED FLOOR JOIST HEADER = LENGTH ABOVE OL FLOOR JOISTS UG3B PRESERVATIVE TREATED BOTTOM OF HEADER +�- Q Z N (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS O U 'Z STUD TO SILL LT UG3B PRESERVATIVE TREATED I6" O.G. ALONG EACH EDGE [R507.5] (�/ u N ' WRAP STRAP UNDER SILL PLATE PER CODE GRADE .(6 OSB d VINYL SOFFIT i� u-1 O (6) 8-d COMMON NAILS AT EACH END OF STRAP . tL Q QC 4x4 WOOD P05T FLOOR J015T TO WALL: W O SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 UG3B PRESERVATIVE TREATED 51MP50N H2;(5)-8d NAILS TO FJ b (5)-8d NAILS TO STUD ° 2x EXTERIOR WALL ---��--- O PB44 HOT-DIPPED GALV. ALTERNATE WHERE FJ/STUD MISALIGNS: to POST BASE ANCHOR FLOOR JOIST TO PLATES: 51MP50N H2.5;(5)-8d NAILS TO FJ,(5)-8d NAILS TO PLATES PLATES TO STUD: 12"4) x 6-0" HIGH P.G. COLUMN WITH (2)-#4 51MP50N 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: FEBRUARY 2024 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS H I O H-N I ND UPLIFT STRAFF I NO T` F I OAL PORCH DETAIL I7ETA I L AT FLOOR CANTILEVER TENSION STRAF I NO AT MALL O`FrEN I NOS DRAWING NUMBER SCALE: NT5 5GALE: NT5 SCALE: NT5 5GALE: NT5 NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON G520 COILED STRAP). A ==7 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL GODS OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - Ici NY .RR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES ,,,,� and publications Incorporated by reference therein. 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 RCNYS Town prior to the start of work. A copy of the building permit V GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site Frost line httpr,;//hazards.otcounr-il.org FOR THE PROJECT LOCATION: until project completion. SNOW DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL p p Speed Topographic Special wend Windborne HAZARDS p 9 LOAD m h CATEGORY Weathering Termite TEMP REQUIRED INDEX TEMP ( p ) effects region debris zone depth N 41.00'71 W '12.56500 RI06.3 DESIGN PROFESSIONAL: A Certificate of Authorization Is Q Z THI5 NEW RESIDENTIAL STRUCTURE UTILIZES filed with The State Education Department entitling D'Amoro WIND DESIGN IS NOT REQUIRED IN ACCORDANCE WITH FIGURE P 9 25 psf 127 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F R301.2(5)B PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying,P.G. ("Designer") to provide MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLE FOR FLOOR FRAMING AND ROOF FRAMING, professional engineering services. However,the Designer has not been retained to provide construction engineering, R301.2(3)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore Is not responsible tL IL Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE GATECORY: EXPOSURE B AFFIX THE ABOVE SIGN IN ACCORDANCE for work performance of the builder. The builder shall Ll 0 Elevation Latitude temperature cooling Immediately notify Designer, n writing, if there Is any "� ^ WITH TITLE I NY RR 1 W W heating cooling factor p g difference COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT L 9 G PART 1265 d►scre anc found between field conditions and plan 105 ft 410 North 150 99%outdoor DB 850 1% outdoor DB 0.996 70°F 750F 550F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] d►mens ors,especially with regard to existing cnstruction. Z N N MAIN ROOF UPLIFT CONNECTION FORGE = 225 plf (30'-O" roof R3o12.1 WIND DESIGN: In accordance with Figure R3OI2(5)B,wind d d Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - 9 n Cl Daily range span, 140 mph, pitch less than 5:12) [TABLE R802.111 design Is not required. This building is designed In O O difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 165 plf accordance with the wind provisions of the 2020 ROWS. m 10°F 15 mph 7.5 mph 720E Medium 160E to 250E N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 plf R3o12.12 PROTECTION OF OPENINGS: This building is not located Q cv UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. 6 N AND BOTTOM OF ALL BRACED WALL PANELS [R602.3.5]. R3OI2.4 FLOODPLAIN: This building Is not located In a flood # hazard area. } - ry 1 I ' R3015 LIVE LOADS: Minimum uniformly distributed live loads: 111xJ J-!�_I Attics without storage 10 psf,Attics with storage 20 psf, O Balconies d 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) R301.6 ROOF LOAD, Roof Design Load is based on the greater of the Ground Snow Load (20 psf,applied per ASGE-'I) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R3011b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b,c SPACING AND LOCATION NOMINAL MATERIAL 9 b design corresponds to the 30 psf ground snow load column to OF FASTENER° OF FASTENER° THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) (inches) support (inches) inches) R301.8 NOMINAL SIZES: Dressed lumber dimensions specified on i " i „ „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2/ x 10.113 ),or 4-8d box(2/ x 0.113 ),or g (LVL PSL i-Otsts, Iv-lams,etc) are actual dimensions. 3-8d common(2/ x 0.131 ),or 3-8d common(2/ x 0.131 ), or Wood structural panels,subfloor,roof and wall sheathing to framing and particleboard wall sheathing to framing j g Toe nail 21 Joist to sill,top plate or girder Toe nail Staple 15 ga. 1 Y4 4 8 R302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 1 Blocking between ceiling joists or rafters to top plate 3-lOd box(3" x 0.12$");or 3-1 Od box(3"x 0.128"); or � projections shall be located at least 5 feet from lot lines and 3-3"x 0.131"nails 3-3"x 0.131"nails Up to% 0.097- 0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box(2%"x 0.113"); or 8d box(2%"x 0.113 ) 4" o.c.toe riail Staple 16 ga. 1 Y4 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2%"x 0.131")• or Rim joist,band joist or blocking to sill or top plate 8d common(2%"x 0.131"); or 0.113 Nail 2 3 6 WALL5 AND GEILIN65: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate 3-lOd box(3" x 0.128"); or Per joist,toe nail 22 (roof applications also) 1 Od box(3"x 0.128");or 6" o.c.toe nail 1%2 ands Staple 15 and 16 ga. 2 4 8 having a FSI = 15 (req'd max. 200) and a SDI = O (re,01 max. 450);and complies with Code. 3-3" x 0.131"nails 3" x 0.131" nails 0.097 -0.099 Nail 2 Y4 4 8 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 Staple 14 ga.2 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 Y2' x 0.162"); or Face nail 2-8d common(2 Y2"x 0.131"); or 23 3 Staple 15 ga. 1 Y4 3 6 concealed spaces having substantial contact with cavity 23 1 x 6 subfloor or less to each joist 3-lOd box(3" x 0.128"); or Face nail /2 and/ surfaces shall have a F51 _ 25 and a SDI = 450. See plans R802.5.1(9)] 4-3"x 0.131 ) 0.097-0.099 Nail 2% 4 8 for exposed insulation values. 2 staples, 1"crown, 16 ga., 1 4" long Staple 16 a 2 Ceiling joist attached to parallel rafter('Neel joint) P g 4 8 R302.11 FIRE BLOCKING: Use approved material to fireblock around all penetrations of the floor and ceiling lanes,and 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%" x 0.135");or Staple 14 ga.2/ 4 g p 9 P R802.5.1(9)] 24 2 subfloor to joist or girder i „ Blind and face nail 2-16d Common 3/ x 0.162 � where otherwise specified by the 2020 RGNYS. ( ) 0.113 Nail 2/ 3 6 4-1 Od box(3"x 0.128"); or 3-16d box(3%"x 0.135"); or 1 Staple 15 ga. 2 I/ 4 8 R302.12 DRAFT5TOPPIN6: Not needed for this project. Collar tie to rafter,face nail or 14" x 2� a.ridge strap " "); 25 2 planks(plank&beam-floor&roof) i „ At each bearing,face nail 5 > g g p 3-1 Od common(3 x 0.148 ),or Face nail each rafter 2-16d common(3/ x 0.162) 0.097 -0.099 Nail% 4 g R3o2.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") i „ „ c project under Exception 4. 3-16d common(3 x 0.162 ),or SPACING O FASTENERS 4-1 Od box 3"x 0.128" • or NOMINAL MATERIAL a,b R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed ( )� DESCRIPTION OF FASTENER AND LENGTH d luminaires shall be IG-rated I/A/W N1102.4.5 with separation 3-16d box(3 Z"x 0.135");or 26 Band or rim joist to oast ,: +: End nail THICKNESS 2 toe nails on one side and 1 toe 4-3 x 0.131 nails; or (inches) Edges Body of panel from Insulation per listing. p , \ 6 Rafter or roof truss to plate 3-1 Od common (3"x 0.148"); or (inches) p g' Z v PP 4-3 x 14 ga. staples, /6 crown ) (inches) inches nail ono opposite side of each rafter ++ � ++ ) (inches)4-1 Od box(3"x 0.128");or Or truss' R308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or � D_ � 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboardf-fiber-cementh other approved safety glazing material shall be Installed in O 20d Common(4" x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; m WW V at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. m Z 4-16d box(3%" x 0.135"); or W Z 3-1Od common(3"x 0.148"); or IOd box(3"x 0.128");or 24" o.c.face nail at top and bottom 3d,corrosion-resistant,ring shank nails R30a.1 6ARA&E FLOOR SURFACE: Garage floor shall be 5-Inch Z Q� dJ Z QL 4-1 Od box(3" x 0.128");or Toe nail 3" x 0.131" nails staggered on opposite sides finished flooringother than tile 3 6 thick poured concrete sloped 1/4-Inch per foot toward vehicle - - -► O Z W 27 Built-up girders and beams,2-inch lumber layers gg PP ( ) entryoorwa p p - Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3"x 0.131"nails 1 y' Q �- 0 r O - And: Staple 18 ga., /long,/4 crown tf) � F- 7 ++ ++ ++ • finished floorin other than the 3 6 R310 EMER6ENGY ESCAPE AND RESCUE OPENIN65: It Is the O d) Q Z to minimum 2 ridge beam „ , 2-20d common 4 x 0.192 or ( g ) Z 3-16d box(3 Y2 x 0.135 ),or ( )' Face nail at ends and at each splice a builders responsibility to verify that window units supplied by 4 a O W 3-10d box(3"x 0.128"); or 1 %long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for Q > ly W ® O 2-16d common(3%"x 0.162");or g End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. d-1 ♦x 3-1 Od box(3"x 0.128"); or (galvanized or stainless steel)roofing nails(for the finish) O 7- - m W d 3-3" x 0.131"nails i „ t R311.-1 STAIRWAYS: Interior stairways shall be- re-assembled �- } < 4-16d box(3/2 x 0.135 ); or 1 'a long,No. 8 x.375 head diameter,ribbed wafer-head screws O IX g 8 wood units. The maximum riser height shall 5-1/4 Inches and ,n N 0 Wall 3-16d common(3 z"x 0.162")• or (for tile finish) the minimum tread depth shall be cl inches, plus nosing where v I Z Q Zg Ledger strip supporting joists or rafters At each joist or rafter,face nail required. Provide handralls per Code. " < 16d common(3%" x 0.162") 24" o.c.face nail 4-1Od box(3"x 0.128");or Plywood 8 Stud to stud(not at braced wall panels) IOd box(3"x 0.12811); or 4-3" x 0.131"nails 1 Y4 ring or screw shank nail-minimum R312.1 6UARD5: Walking surfaces more than 30 inches above 16 o.c,face nail 1 5 i „ 3 6 grade,and steps leading thereto,shall have guards that X 3"x 0.131"nails 2-1 Od box(3"x 0.128");or 2-8d common /and/6 12/ga. (0.099 )shank diameter conform to Code. 'yam 29 Bridging or blocking to joist 2%"x 0.131" • or 2-3"x 0.131"nails Each end,toe nail � 3 _ Stud to stud and abutting studs at intersecting wall 16d box(3%" x 0.135"); or 12"o.c. face nail ( )' Staple 18 ga., /, /6 crown width 2 5 R3122 WINDOW FALL PROTECTION: Windows with sills less than 9 3"x 0.131"nails SPACING OF FASTENERS ii 3 is t 1 %ring or screw shank nail-minimum a 24" above finished floor and greater than '12" above grade corners(at braced wall panels) /2,/a, /2 and/ 6 8 shall be protected per Code. 16d common(3%2' x 0.162 ) 16"o.c. face nail TE DESCRIPTION NUMBER AND Intermediate 12%ga. (0.099")shank diameter 16d common(3%" x 0.162") 16"o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER"' Edges h supports`,' 1 %ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected - (inehes) smoke alarms,carbon monoxide alarms,and heat detection 10 Built-up header(2" to 2"header with%" spacer) 1 „ inches 19 s 23 3 i ++ 3 6 a r� 16d box 3/2 x 0.135 12 o.c. each edge face nail (� ) 32,/, /2 and/ 12/2 ga. (0.099 )shank diameter alarms shall be Installed at all locations shown on the plans. Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a. 1 /2 6 8 5-8dbox(2%:'x 0.113");or P � � g g P g g P g 1 R315 CARBON MONOXIDE ALARMS: Install at all locations 11 Continuous header to stud 4-8d common(2%"x 0.131 ); or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboardf specified on the plans. 4-1 Od box(3"x 0.128 ) 30 Y+ -i 6d common(2"x 0.113")nail f 1 %long ring-grooved underlayment nail 6 6 R31'7 WOOD DECAY PROTECTION: Lumber specified In the plans i :: ++ ++ subfloor,wall)' 6 12 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 ( ) r.e , accordance with AI-IPA UI for the Intended use and location. lOd box 3"x 0.128" • or 31 1Y32" - 1" 8d common nail(2%"x 0.131 ) 6 12f Staple 18 ga.,8 long(plastic coated 3 6 Fasteners shall be hot-clipped olvan►zed steel,stainless 12 Top plate to top plate ( ) g(P ) Pp g :. .,. ' 12" o.c. face nail 1 Od common 3"x 0.148" nail or steel,silicon bronze, copper or 1/2" diameter or greater 3"x 0.131 nails i „ i „ ( ) 6 12 Particleboard steel bolts. 32 1 / - 1/ 8d(2%"x 0.131")deformed nail Y 4d ring-grooved underlayment nail 3 6 R401.4.1 6EOTECHNIGAL Footings and foundations shall rest on g 3 m DELIVERED FEB 2 9 1014 Other wall sheathing Staple 18 ga. /long /6 crown 3 6 undisturbed soli with a minimum load-bearing value of 2,000 8-16d common(31/"x 0.162"); or Face nail on each side of end joint i „ ,+ psf. Visually graded soils that have this load-bearing value 12-16d box 3%" x 0.135" • or 1 „ 1/ galvanized roofing nail, /6 head 3 6 s 6d ring-grooved underlayment nail 6 10 Include 6w 4 6P-gravel and sandy gravel;6M 4 6G-•silty and 13 Double top plate splice ( „ „ )� (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing diameter, or 1"crown staple 16 ga. 1 74" long Staple 16 ga., 1%long,s crown 3 6 CIO gravel;5H 4 5P-sand and gravely sand;SM 8 50-silty 12-lOd box(3 x 0.128 ),or : � y : each side of end joint) and clayey sand. Unsuitable subsoil material encountered 12-3"x 0.131"nails 1 4" galvanized roofing nail,%6"head i Y 6d ring-grooved underlayment nail 6 10 during excavation shall be excavated and replaced in-situ m 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 a. 1 %4" ion 3 6 /2, s s 3 with 3/<" crushed stone to a minimum depth of & Inches or AOSE. , \ - P g g Staple 16 ga., 1 /long,/crown 3 6 p X N V u) Bottom late to joist,rim joist,band joist or 16d common(3%" x 0.162 ) 16"o.c.face nail 35 Y„ gyp gd 1 %" galvanized roofing nail; staple galvanized, - R4022 CONCRETE: Basement walls,foundation walls, exterior �` O _j sum sheathin 7 7 walls and other vertical concrete work exposed to the Q 1/ long, 1 / screws,Type W or S For SI: 1 inch-25.4 mm, p 14 ( J ' 16d box 3+%" x 0.135" • or 12"o.c.face nail 3 „ weather shall be air entrained stone concrete with a minimum blockingnot at braced wall panels) ( )� co ressive strength of f i-3p00 psi at 28 days. Porches, 3 x 0.131 nails s „ a 1 / galvanized roofing nail; staple galvanized, compressive 9 P y O = m 36 / gypsum sheathing s :: s +: 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage ((� j 3-16d box 3%" x 0.135" • or 3 each 16"o.c. face nail 1 / long; 1 / screws, Type W or S g P P floor slabs shall be air entrained stone concrete with a Bottom plate to joist,rim joist,band joist or ( )� Y g b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'c=3,500 psi at 28 days. Q N 15 2-16d common(2%" x 0.162 ); or 2 each 16 o.c.face nail Wood structural panels,combination subfloor underlayment to framing 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. ^^ m blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail; or R403.1.4.1 FROST PROTECTION: Exterior footings and foundations U O IL Q Q 37 3/"and less i „ 6 12 Nails or staples shall be spaced at not more than 12 inches On center at intermediate supports for floors. s stems shall extend below the frost line, i.e.,to a minimum ' O � 8d common(2/ x 0.131 )nail y O -1 - 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 3'-0" below finished grade. O Z - - 1 8d common(2 3/2"x 0.131")nail; or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. �p 3-16d box(3%"x 0.135");or 38 4" - 1" i „ 6 12 R4041-1 BAGKFIH , Backfill shall not be placed against Toe nail 8d deformed(2/2 x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of -1 days. Brace to 13 F- O 4-8d common(2%"x 0.131");or y p i W p � :, :: " " � Specified alternate attachments for roof sheathing shall be permitted where the ultimate design winds eec is less than and bottom of wall during backfill placement. 6� (� 4-lOd box(3 x 0.128 ) or 1 Od common(3 x 0.148 )nail• or g• P g P g P jU 'd- 4-3"x 0.131"nails 39 1 4" - 1 1/" i :: :: 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O v O 8d deformed(2/ x 0.120 )nail R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O W O 16 Top or bottom plate to stud the spacing listed for panel edges, shall be Douglas fir-larch No. 2 or better. Laminated veneer - Q O W h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336 Cate o C. lumber (LVL) shall have a minimum Fb=3,Io0 psi and modulus -r 3-16d box(3%" x 0.135");or y g rY E=2.o x l0^6. Q W W � 2-16d common(3%"x 0.162"); or For SI: 1 inch=25.4 nun, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. v U End nail IY Q 0 Z 3-10d box(3"x 0.128");or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall Q JU 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and TABLE R602.3(3) RE REQUIREMENTS FOR WOOD STRUCTURAL PANEL be Douglas fir-larch No.g or better. Studs shall be a minimum a 0 No. 3,standard or stud grade lumber. sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of Q A 3-lOd box(3" x 0.128");or 0.192 inch 20d common nail 90 ksi for shank diameter larger than 0.142 inch but not lar er than 0.177 inch and 100 a,b,c , " OL ( >> g g � WALL SHEATHING USED TO RESIST WIND PRESSURES R'102.3 GYPSUM BOARD All Interior walls to be covered with X� � �- � � 17 Top plates,laps at corners and intersections 2-16d common(3 Y2"x 0.162 ); or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,sparkled and painted;unless otherwise O 0 z Z 3-3"x 0.131"nails noted on plans. b. Staples are 16 gage wire and have a minimum 16-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v 1111 V MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2%"x 0 i113");or 11 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"Ii R'iO3.3 SIDING: Exterior wall covering shall be vinyl siding tested � � O d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and Installed Q 2-8d common(2/ x 0.131 ), or Y Y P pP Y• PANEL (mph) with fasteners In strict accordance with the manufacturer's O N 18 1"brace to each stud and plate 2-1Od box 3" x 0.128" • or Spacing ( ) PANEL SPAN SPACING Face nail e. S acin of fasteners not included in this table shall be based on Table R602.3 2 . THICKNESS instructions for hl h-wind regions. Use stainless steel Halls for ( )� Penetration RATING (inches) Edges Field Wind exposure category 9 0 O f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches in ) fastening vinyl siding on buildings located within 3A00 feet of cq 2 staples 1 4" (inches) (inches) (inches o.c.) (inches o.c.) g C D the ocean line. � � O inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less � m 3-8d box 2%"x 0.113'+ 6d Common Load bearing dimension lumber ( );or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 1.5 24/0 � 16 6 12 140 115 110 RSo2.l WOOD ROOF FRAMING= g 2-8d common(2%"x 0.131"); or less than 140 mph. (2.0"x 0.113") for rafters, trusses,roof beams and telling joists shall be 19 1"x 6" sheathing to each bearing " Face nail Douglas fir-larch No. 2 or better. 2-1 Od box(3 x 0.128 ),or 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, 1" crown, 16 a., 1 3/4" long sheathing shall conform to ASTM C 208. " „ 1.75 24/16 %6 R506 ROOF VENTILATION: Soffit vents shall be rovided with a p g g g (2.5 x 0.131 ) 24 6 12 140 115 110 p 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: FEBRUARY 2024 3-8d box(2% blocking and "x 0.113");or at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges vented space within the soffit. Attic is unvented. 3-8d common(2%"x 0.131");or supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 min, 1 mile per hour=0.447 m/s. R41052 ASPHALT 5HIN61 ES: Asphalt strip shingle wrappers shall 3-1Od box(3"x 0.128");or be labeled to Indicate compliance with A5TM D�158 Glass 6 the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, V crown, 16 ga., 1 4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or A5TM dance with thethe manufacturer's tuand shall's instructions be to fastened In g P P rP PP P Y P Yv g P ieve 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 acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 5,000 feet of one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on 4-8d box(2%"x 0.113"); or the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. saltwater. DRAWING NUMBER 3-8d common(2%"x 0.131"); or 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 RIo062 AIR SUPPLY: All combustion air for factory-built 3-1 Od box 3"x 0.128" or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. fireplaces shall be provided from the exterior of the dwellin • ( )� 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. In accordance with the UL listing. g 4 staples, V crown, 16 ga., 14" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x A")at Load bearing or braced/shear wall m above(must stack over wall below) Load bearing 1 •: at 16"o 1, l6d(0.135 x 3 Yz") 12"on-center g or braced/shear wall above ALLOWABLE HOLES - TJI Joists Plate nail, 16d(0.135"x 3/z ) 7 ,� ® must stack over wall below when resent at 16"on-center When sheathing thickness exceeds/e, 2x stud wall at Floor panel nail- Blocking panel: 1Ys"TJ Rim Board, 1 ( present)at 16"on-center , No load bearing 7- Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2/z")at 6"on-center Ya"TimberStrande LSL or TJI®joist. g 1Y2"hole may be cut 0 9 p Web stiffener wall above 1Ys"TJe Rim Board,11/a" required on both Plate nail-16d(0.135"x 3Y2") Web stiffeners required on g p Min.distance from Table A Min.distance from Table B anywhere in web out- required panel: I- � at 16"on-center q 2x4 minimum Web stiffeners , ® DO NOT side of hatched zone TimberStrand LSL or sides at A2W ONLY 1/a"TJ Rim Board, ,� Sheathing both sides at A3.4W ONLY squash blocks required each side 1 � cut or notch flange. TJI"joist Floor panel nail- 1/4"TimberStrand LSL 1 „ * boundary nails, at B3W ONLY e. 8d(0.131"x 2/2")at 6 on-center 1 1 or TJI joist 8d(0.131"x 2/z")a 1/a"TimberStrande O O Z Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. �s' Web stiffeners 6" 6" Q 0 nail each side at A3._W 61 61 W required on both Toe nail-10d(0.131" sides of both joist g" L, 2 x D, D, Closely grouped round L2 2 x L2 D2 6" 6' Toe nail, Toe nail, 1%"TJO Rim Board A3/A3W When sheathing ends at B4W ONLY No neldcut minimum holes are permitted if minimum No field cut oo not cut V V ( x 3")at 6"on-center 10d(0.131 x 3") 10d(0.131 x 3") TJI®rim joist thickness exceeds 7/" 12" Web stiffeners re uired DO NOT holes In (applies to all holes the group perimeter holes in holes larger 0 0 only)or q End of`oists at tL LL at 6"on-center at 6"on-center , min. J Hatched meets requirements for hatched + 1/4"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W cur holes in cantilever except knockouts) than cantilever I . For rim board thicker than 1/a centerline zones round or square holes. zones cantilever Q (a TJI®rirn joist at rim board and B2W ONLY reinforcement. Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support W U! Toe nail cent (0.131"x s") Table A - End Support 0 required on both Must have 13/4"minimum at 6"on center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp * sides at A1W ONLY * joist bearing at ends. Attach �e 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 83 63W with braced/shear walls above or 84 g4W Minimum distance from edge of hole to inside face of nearest end support Z D to Al Al W A2 A2W rim joist per A3 detail. A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. walls above or below-see detail B1 O below-see detail B1 JOIST Tile ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *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 A3.4 t 1k DEPTH 2•• 3- 4" 5" s% 7" sr/s~ 11' 13' z" 3' a' S" syZ~ 7" ale' 11" 13" ODetails and Installation in We erhaeuser Installation Guide O 1 Nail through 2x_cantilever,wood backer and 110 1'-0" 1'-6" 2'-0" T-0" 5'-0" 1'-0" 1'-6" 2'-s• T-s" 4'-6" N N Weyerhaeuser Installation Guide for Floor and Roof Framing TJ-9001. O O O y 1/a' TJe Rim Board or 1Ya"TimberStrand® LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") r t _' for Floor and Roof Framing, TJ-9001. g ," 230 r-0" r-6" 2'-6" T-6" 5'-6" r-0" T-0" 2'-6" 4'-6" 6-0" g Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. s/� z3o r-s^ z'-o^ 2'-6" 3'-s" 5'-s^ r-o^ z'-0" 3'-0" a'-s^ 5'-0^ Q N N 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" 6'-0" 1'-s" T-6" T-6" F-0" s'-6" ty N with connections equivalent to floor panel joist flange widths. s6o r-6" 2'.6" T.6" 5'-0" 7'.0" r-0" T.0" 4'-0" 5•-s" 6'-0" t 6'-0"length of TJI joist 8"diameter maximum hole for 11%"- 1 1 „ 1-g j 1/e"TJ®Rim Board 1/a TimberStrand® schedule. 110 1'•0" 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 5'-6" 1'-0" 1'-6" 2'-0" 2'-6" 4'-6" 5'-0" 6'-0" # reinforcement and filler 16"deep blocking panels;6"diameter 210 r-0" r-6" T-0" z'-o" 3'-0' T-s" 6'-0" r-0" r-6" r-6" T-0" 5'-0" 6-6" V-6" 4'-0"length of 7 _ LSL. Nail with 10d(0.131"x 3")nails, 11r/a" 230 r-0" r-6" 2'-0" 2'-6" T-0" T-6" V-s" 1'-0" 2'-0' 2'-6" T-6" 5'-6" 5'-6" T-0' iJ-L 9 8"diameter maximum hole for 11/ block.Use 4'-0"length maximum for blocking panels 9Yz"deep Attach reinforcement to joist reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 117/8"TJI® or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2Yz") 560 1'-6" T-0^ T-0" 3'-0" 4'-6" 5'-0" 7'-0" 1'-6" T-6" 3'-6" 4'-6" 7'-0' 6'-6" 7'-6" 8' diameter maximum hole for 11 one side at E2,both 1 " joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 110 1'-s" z'-0" 3'-0" 1'4' 5'-s" T-0" T-0" 1'4' T-6" a'-6" 5'-6" T-0" 7'-s" e'-o" maximum for blocking panels 9/z j � 110 r-o^ r-o^ r-o^ r-o° 1'-s° r-o^ 3'-0" 5'-6^ r-o^ r-o" r-s• 2'-0" 3'-s^ a'-o^ s'-o° a'-o^ Web stiffeners %a°-16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2/") y 210 r-0° r-0^ r-o" 1'-6" z'-0° 2'-s" 3'-6^ s'-o^ - deep or shorter than 12"long. Horizontal blocking uniform) Load from above required on both diameter maximum for blocking 1Y8"TJ®Rim Board 1Y4" nail at each corner 1 Do not cut flanges. panels between each loaded joists 14^ 230 11-0" r-0" r-o^ r6^ 2'-s° r-s° a'-o° sides at E'W ONLY panels 9/2'deep or shorter than TimberStrand@ LSL.Nail with joist.Nail to top plate with only. 360 r-o" r-o" r-6^ r-s" T-6" a'-o" 5'-6" 8'-0" r-0" r-6" 2'.6" 4'-0" 6'.0" 6'-6" 8•.0" 9'-6° v 12"long. 10d(0.131"x 3")nails,one 12"length of 3/4" connections equivalent to Wood a att` 560 r-0" r-0" 2'-a' T-0" 4'-6" 5'.0" 6'-6" 9'.0" 1'-6" T-0" 4'-0" 5'-0" T-0" 7'-6" 9'-0" 10'-0" Y16" , Do not cut flanges. 1Y8"TJO Rim Board or 1Y4" each at top and bottom flange. reinforcement on floor panel schedule. backer a �e� :10) 210 r-0" r-0" r-0^ r-o" r-0" r-6" 2'-1" T-s" 6'-0" r-0" r-0" 1A" z'-o" T-0" T-6^ 6'-6" a'-o" 1r-1" O TimberStrand® LSL.Nail with 12"length of/4 ti�d`e e� Ga�i�\oaasO L16. 3so 1'-0" 1'0" 1.0" 1'-0" 2'-6" T-s" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" 1'6" T.0" 5-0" T-6^ 9'-0" 10'-0" 11'6" one side at E5, 3 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 reinforcement on ones e cR` each at to and bottom flange. Full depth verticalid �u� l go s6o r-o" r-o° 1'-0" r-o" 2'-s^ 3•-0" s-o° T-s^ 10'-0" r-0" 2'-0^ 3'-0° a'-s" s'-s° T-o" 10'-0^ 1r-o^ 12'-0^ p g joist web with 3 rows Poa get` a� 10d(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 W, a^ 5" 6" r' 8" 10" 12~ 15" 17" a~ 5' s~ T 8" 10~ 12" 15^ 17" Attach reinforcement on-center,clinched.Use 2 each joist 360 1.0° r-o° r-o" r-o° r-o" 4'-a' s-s° 10'-0" r-o° r-s" 3'-a' a'6° V-0" 10'-0. 1r-0" 13'-s" 2x4 minimum Z 7 ., E7 E8 Less than 5" 18" to joist flange with 2 R` rows with 9Y2'and 11/s Less than 5" 5so r-o^ r-o~ r-o" r-o" 2'-0" a'-s" r-o^ 1r-o" 2'-0^ 3'-s" s'-o^ s'-s° a'-o^ 1r-o° 12'-0^ 1a'-s^ squash blocks �: O * 20„ 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" T.0" 10'-6" T-0•' 1'-0" 1'-6" 3'-0" 4'-6" 8'-0" 11'-s" 14'-0" 15'-6" • ,p" 8d(0.131"x 2Yz)nails at 6" a+` TJI joists. 1Ya"TJ®Rim Board or �,"\�uR` on-center.When reinforcing E5 E6 �/Gan*: WEB STIFFENER ATTACHMENT 560 r-o° 1 0" v-0" 1'-0" v-o° z'-o" 4'-s" 9'-0" 1r-s" 1'-0" r-s" 3'-s" 5'-0° T-o" 1o'-s° 13'-0' 1a-s" 1s'-o" CS Use 2x4 minimum squash blocks to 1%"TimberStrand® LSL. Face grain �1 both sides,stagger nails. Ya"minimum transfer load around TJI®joist E1 E1W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3%2"TWO joist flange widths I. 2Y4"maximum Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O nails,one each at top and O O (1Y2'for TJI® Nailing: pp bottom flange. Option#1: 560,560D) See sizes below. JOIST a ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJI®joist blocking with end DEPTH TJI* 2" 3~ 4" 5" 8yi' 7" 8'/" 11" 13" 2" 3" 4" 5" 6yz" 7" 8%' 11" 13" blocks installed at y3 joist-span Web stiffener both sides. adhesive to all See sizes below. *With point load from above,and no support 110 2'-0" 2'-6" T-6" 4'-6" 7'-6" T-6" T'6" 3'-6" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using P PP Hanger height must ® 1 „ contact surfaces below,install web stiffener tight to top flange yy,. 210 2'-0" 2'-6" 3'-s" 5'-0" 8'-0" 2'-0" 3'-0" a'-o" 6'-6^ 7'-6" Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum/a overhang two 8d(0.113"x 2Y2") Tight fit* 230 2'-6" T-0" 4%0" 5'-6" 8'-6" 2'-0" T6" 4'-6" 6'.6" T6" be a minimum t depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Flashing 9 (gap at bottom flange) of%oist depth � nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" nails when possible. flange with face mount hangers). Spa 2Y2'screws, Depth Minimum Web Nailing Requirements 56o T-6" 5'-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'.0' 9'-0" Clinch nails when possible. , Treated o 5r. ak' typical TJI®Joist Series (in.) Stiffener Size Type Number Nails 110 1'-0° 1'-0" 1'-s" 2'-s" a'-a' a'-s" 8'-s" 1'-0" 1'6° s" a'-o^ 7'0" 7'-0^ s'-s" ledgerI �` End Intermediate 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" T-0" T-0" 4'6^ 8'-0" S'-0" 10'-0" See fastener 1 1 0 110 All 5/g"x 2516"i'i 230 1'-0" 2'-0" 2'-6" T-s" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" T-6" 5'-0' 8'-6" 9'-0" 10'-6" �•' 1/8"TJO Rim Board or 1%" 360 2'-0" 3'-0" 4'-0" 5'-6" 7'-0" 7'-6" 11'-0" 2'-0" 3'6" 5'-0" 7'-0" 9'6" 9'-6" 11'-0" table below.Maintain 210 All 3/4"x 25/s'c1) 8d Top mount 2"distance minimum from TimberStrand® LSL. 7 5 m 0.113"x 2Y2") 560 r-6" T-0" 4'-6" 5'6" F-0" F-6" 12'-0' T-0" 4'-6" 6'-0" e'-0" 10'-6" 11'-0" 1z'-o" (minimum) Option#2: 230&360 All / x 2/s" ( 3 3 110 r-0" r-0" r-0" r-o" 2'.0" 2'6" 4'-6" 8'-6^ r-0^ r-o" r-o° z'-s" 5'-0" 6'-0" s'-o^ 12'-0"hanger edge of ledger to fastener. 1 2x_strapping installed at/3 16d 210 r-0" t•-0" r-0" r-0" 2'•6" T-0" F-6" 9'-6" r-0^ r-o" 7-0" T-6" 6'•0" T-0" 10'-0' IT-0- Backer block n joist-span locations using two 2 560 All 2x4 1 14" 230 r-0- r-o" r-0" 2'-0" T-6" 4'-0^ V-0" 10'-6" 1'-0" r-0" 2'-6" 4'-0' 6'-6" T-6" 1 r-0" 13'-6^ Face mount Allowable Load(Ibs) 1 " (0.135"x 3/2") 360 1'-0" 1'-0" 2'-0" T-6" 5'-6" 6'-0" 8'.6" 12'-6" 1'-0" 2'-0' 4'-0" F-6" 9'-0" 10'-0" 12%0" 14'-0" both sides of web / screws per joist,typical hanger Fastener 1Ya"TimberStrand® , . P J tyP 18" 4 4 560 1'-0' 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" 64' T-0" 10'-0" 11'•0" 13'.6" 15'-0" with single TJI®joist 1/ TJ®Rim Board ' LSL rim board 560D 20' 2x4'2j 16d ' 5 5 210 11•0. 1'-0" 1'-0" 1'•0" 1'-0" 1'-0" T-6" 6'-0" 10.4. 1'-0" 1'-0. 1'-01, r6" 4'-6" 5'6" 10'.0" 12'-6" 16-0- Option#3: Web stiffeners required if sides of /2"la bolt 610 480 22"(3' (0.135"x 3/2") 6 11 230 r.0" 1'-0• r-0" r•0" 1'-6" 2'.0" 4'-0" s'-s° 1r-o^ r-0" r-0" r-0" 2'-s" 6-0" 6'-0. 10'-6" 13'-6" 16'-6" q With top mount hangers,backer block required only 9 Directly applied ceiling 1s•• H1 hanger do not laterally support at f 12 H3 24"(3) 6 13 3so r-0" r-0" r-0" r-0" 3'-C" 4'-0" 6'-6" ,a-o" 13'-s" r-0" r-0" z'-0" 4'-0" T-s" 8'-6" 1T-0^ 14'-s^ 17'-0- 3 �. for downward loads exceeding 250 Ibs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 5so 1'-0" 1'-0^ 1'-0" 1'-0" 2'-s" 3'-s" 7'-0" 1t'-o" 15'-0" 1'-0" 1'-0" 3'6" 5'-8" s'-o^ ,o'-o" 1a'-s" O least/"of TJI joist top flange O LA When specified on the layout, one of W 1 PS1 or PS2 sheathing,conditions.For nailing requirements see page 5,TJ- O O ( ) g,face grain vertical the bracing options above is required 2 Construction grade or better 4" 5" 6" 7- 8" 11)" 12" 15' 11" 4" 5" 6" 7" 8" 10" 12" 15" 17" 9001, Weyerhaeuser Installation Guide for Floor and (3)Web stiffener are always required for 22"and 24"TJI®560D Joists 3so r-o° r-o^ r-a' r-6^ 3'-0' 6'-0" s'-o" 15'-0^ r-o" 1'-s^ 4'-a' s'-s^ s'-o" 1a'-s^ 16'-6° 1s'-s" Roof Framing, TJ-9001. ( q is 560 r-o" r-o" r-0" r-0" T-0" 6'-0" 10'-0" 16'-6" r-o" T-6" 6.0^ 6'-6" 11'6" W-6. 1a'-a' ao'-o~ n FASTENING of FLOOR PANELS 20„ 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" V-0" 11'-o" 15'-6" 1'-0" 1'-0" 1.6" a'-o' 7'-0" 1z'-s" 1s'-s" 19'-0" z,'-o" BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1'-0" -0•' .0- 1'-0" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0" 0" 3'-0" TJ1100)(2) Rim Board 1Y2" TJP Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. ILI Nail Size 110,210, 360 and e"TJ®Ri 1Ya" TimberStrand®LSL Microllame Parallam® gY2"or 9%"or 14"or gY2'or 14"or 18"or 14"or 18"or • Leave Ys"of web(minimum at to and bottom of hole.DO NOT cut'oist flanges. to Z lip BEARING FOR DOOR BEAM TO BEAM BEARING AT and 230 5so Board TimberStrand®LSL or wider LVL PSL Depth Y2"o 14" 11,/e„ 1s" 11T/a" 1s" 20•' 11r Ili°' 20" ) p I g w Z BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL • Tables are based on uniform load tables in current design literature. } Z Z tf dJ Z jX Sd(0.113"x 2Y2),8d(0.131"x 2Y2') 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+%" 2x8+%" 2x6+%" 2x8+Y2' 2xl2+Y2' Two Two Two • For simple span 5'minimum uniform) loaded joists used in residential applications,one maximum size round hole may be located �_ 1Y"TJO Rim Board or Strap per code if top plate , Detail li2) 2x6 2x8 sheathing sheathingsheathing sheathing sheathing 2x6 2x8 202 p P ( )' y pP y f I� \ - � Z w 1 10d(0.148"x 3"),12d(0.148"x 3/4') 6" 4" 4" 4" 4" ( at the center of the joist span provided that no other holes occur in the joist. J J- d Z 1/a"TimberStrand@ LSL or Is not continuous over 3 „ 3 „ , „ , " Q 1' 0 _ 1 „ Cantilever 2x6 x10 + + + + lt1 1 16d(0.162"x 3/2 ) 6" 6" g" 6- 2 2x6 / 2x10 / 2x6 /2 2x10 /2 Not IV blocking for lateral support header s a a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable ALLOWABLE HOLES Headers and Beams Z \ iI_ � � 1 Sta er nails when using 4"on-centers spacing and maintain 1%"joist and panel edge distance.One row of fasteners is permitted twd at abuttin applicable - ` ( ) 99 9 P 9 P 9 P ( g (Detail E4) long long 4'-0"long 6'-0"long 4'•0"long 6'-0"long Q } _ .. � L j panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fasteler spacing for Backer Block(11 .55E TimberStrand® LSL Headers and Beams OL / �_ Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. 5 „ s s „ 7CJ (Detail F1 / or/a /a or/ / or 1"Net 2x6 2x8 2x12 < -L plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least Y2"and staggered. or H2 O I- M V(3)With 10d(0.148"x 1 Y2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the (� } ,Z X over column �- Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1%"(to avoid splitting). f1)If necessary,increase filter and to required height for face mount hangers and maintain er gaps top o firm see detail W.blocks). backer largest hole(minimum) 0 f hanger • ' block dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). 9 (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 B"(to avoid splitting). Y3 depth ++- v , Q 1) Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z Column Face mount 9 9 P 9 9 q 9 9 P 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 0 Z ■Nailing rows must be offset at least Y2"and staggered. o a o o o 1.55 E TimberStrand®LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2%")nails if minimum penetration of V into the TJI3'joist or rim board is achieved. ® Joists must be laterally supported at Header or Beam Maximum Round ■Maximum nail spacing for TJI joists is 18"on-center. cantilever and end bearings by blocking Depth Hole Size (� Multiple-Member Connections for Top-Loaded Beams panels,hangers,board orrim joistect attachment to sY^"'9h„ V8 p p ® • a rim board or rim joist. $ $�� 11Ya"-11 T/a" 3�8' TJl foist framing does not 1a"-16" Fastener Installation Requirements a" Piece #of Fastener require bridging or mid-span E1 See illustration for allowed hole zone "" ^• General Notes blocking • Allowed hole zone suitable for headers and beams with •'- •f' A - Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member. """,��_ r �®•` . r-t 10d nails 3" 3(2' sides,stagger fasteners on the second • Round holes only .J BEARING AT 12• side so they fall halfway between - r,' a'' • No holes in headers or beams in plank orientation. r•.'., }'t !�j + COLUMN 2 12d-16d nails 3 Y4' 2(3' One side fasteners on the first side. Screws 33/"or 3Y2" 2 H2 10d nails 3" 3(2) DO NOT bevel cut joist Al 12° Both Sides Other Trus Joist® Headers and Beams t 1 (2) beyond Inside face of wall. Rim board joint Microllame LVLL 'r-•f; r °t 12d-16d nails 3/4' 2 E2 between joists 3 j DO NOT overhang Seat Cuts 1.3E TimberStrand® and Parallam®PSL �"'"�"e•� �St'" •. r. Both sides O on beams be and the inside LSL hole zone hole zone 2 x diameter of the 13/" 3%"or 3Y2" Y Y3 depth `° r 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" 3J 2 connections for side-loaded beams. of NOT cut,notch or drill 12" One side holes in headers or beams DELIVERED FEB 2 9 2024 and beam bearing (, 1 (2 (per ply) L5 length.See current 4 12d-16d nails 3/" 2 except as indicated In d o C. � o o illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS o o 0 6 3/4' One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllame LVL and Other Trus Joist®Beams 5"or 6" Both sides maximum width of 7' • ' 1%"TJI Rim Board or 1Ya" Parallam®PSL Header or Beam Maximum Round /(� Screws 2 24" L3 TimberStrand® LSL. allowed hole zone Depth Hole Size v m 3Yz" 2 6 3/q" One side A2 Y2"bolts 8" 2 24" - middle Y3 span 43/e' 1" il� O 5Yz" (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"'. B1 d 1.3E TimberStrande LSL allowed hole zone d Q 0 � L1 7Ya"-20" 2" COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole zone -t (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"fron the rows in the ply below. General Notes (� O BEAM ON B2 • Allowed hole zone suitable for headers and beams with uniform loads only. V (v 0 • Round holes only N COLUMN CAP NAILING AT BEARING (FLOOR) L5 (� lu B3 • No holes in cantilevers. 3--1 ^ l0 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. Ol 0 ) to 1 Load bearing wall above 1/s"TJ®Rim Board or � g ) LU - 11/4"TimberStrand® LSL. Joist may be shifted up to 3"if Use B1 or B2 at X One 10d each x 3") OP B4 9 floor panel edge is supported intermediate bearings WARNING nail into each flange l l One 8d(0.113"x 2%") and span rating is not exceeded. 13 nail each side.Drive with load bear in 0" y Do not cut joist flanges. 5 Joists are unstable until braced lateral) < � nails at an angle at braced/shear wall BracingIncludes: O LU least 1/2"from end. Plumbing Drop from above 1 � O v Q Q End of joists • Hangers • Rim Board • Rim Joist (� 0 P1 • Blocking • Sheathing • Strut Lines Q 2_ IL at 3Y2"minimum of support centerline L2 - U_ Z COLUMN BASE 04'"minimum end bearing intermediate bearing Also see detail B1 l !1 Q d O single-family applications 5Y4'may be required j.� ? I < Z for maximum H1 O 0 Shear transfer:Connections equivalent capacity o � � .�1� X to floor panel nailing schedule • V\ s 1L- `' Rim to TJI®Joist o ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building < N 1Ys"TJ®Rim Board, TJI®560 rim joist:Toe o until braced. that are lying flat. materials on unsheathed O 4 Z _ 1 j Additional joist is required if O Z Z ( ) floor panel edge is unsupported L4 INJURY MAY RESULT. joists. Stack only over 1/a"TimberStrand® LSL or nail with 10d 0.128"x 3" 0 1 y n, V Z TJIe 110 rim joist: nails,one each side of O ,.� : ". ' WARNING NOTES: beams or walls. jj_j P2 or if span rating is exceeded. , a• •• Exterior Deck Y � O One 10d(0.131"x 3")nail TJI®joist flange TJI®56D .• O LA DO NOT use sawn Lack of proper bracingduringconstruction can result in serious -1 0 0 ' O Attachment p a cidents.Observe the following guidelines: V into each flange floor joist lumber for rim 0 in TJI®210,230,and 360 rim ••'a': . O Structural board or blocking, g g®. O 0 INSTALLATION TIPS sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI foists must be completely installed and properly nailed. IL ELEVATED joist: O as it may shr%nk 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be to � COLUMN BASE -� One 16d(0.135"x 3Y2")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. 0 13/"minimum bearing into each flange may not be required. 0 use on/y 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each 3 m Top View joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a t_ Locate rim board joint between joists. O Safety bracing(1x4 engineered lumber. j 9. 9 Y 9 y P 9 •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Won-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with O See ALLOWABLE on-center for TJIe 110 joists)and 4•Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1 1 of a TJI®joist(with web stiffeners)is not a substitute concrete 1%"knockouts at extended to a braced end Wall. 6.The flanges must remain straight within 1/2"from true alignment. 1/a TJ®Rim Board or 1/4" for squash blocks or blocking panels. approximately Fasten at each joist with DATE: FEBRUARY 202"4 ".;::':,; '•; ': TimberStrand® LSL. 12"on-center two 8d(0.113"x 2YZ')nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face I-J015T DETAILS Drive nails at an See framing plan(if applicable)or of wall or beam grout One 10c(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of angle to minimize y side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Y2"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trusloist T-U-70istlnstaiiation Guide, TJ-9006, which should be referenced for additional information.