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50142-Z
dOF SO&Tb°�o Town of Southold # * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY e No: 46149 Date: 05/07/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1745 Stars Rd East Marion, NY 11939 Sec/Block/Lot: 22.4-11.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/21/2023 Pursuant to which Building Permit No. 50142 and dated: 12/19/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with unfinished basement, front covered porch, rear deck and attached garage as applied for. The certificate is issued to: Speonk Land Dev LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0827 5/1/2025 ELECTRICAL CERTIFICATE: 24-96648 10/1/2024 PLUMBERS CERTIFICATION: T& F Plumbing 10/14/2024 Auth rize ignature of fat TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy . SOUTHOLD, NY col � yao 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#: 50142 Date: 12/19/2023 Permission is hereby granted to: Theoharis, Bill c/o Suady Theoharis 7 Sonata Ct Lake Grove, NY 11765 To: Construct a new single-family dwelling with HVAC system as applied for per SCHD approvals. At premises located at: 1746 Stars Road, East Marion SCTM #473889 Sec/Block/Lot# 22.4-10 Pursuant to application dated 11/21/2023 and approved by the Building Inspector. To expire on 611912026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,937.00 CO-NEW DWELLING $100.00 Total: $3,037.00 Building Inspector Certificate of Compliance .................:................................................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE ' . AMITYVILLE, NY 11701 ...P: (.631. . ) 598. . .-.561. . ..0............................................... .... ....... OCT 2 9 2024 .......................................... ... CERTIFIES THAT Upon the application of Upon premises owned by Bullding Bepartme lf Puccio Electric Contracting Town of Southold Inc. Modern Age Home Builders In Frowein Rd 1745 Stars Road 21 Center Moriches, NY 11934 E. Marion, NY 11939 Located at: 1745 Stars Road, E. Marion, NY 11939 Application Number#: 24-96648 Certificate#: 24-96648 Electrical License#: 4806-ME ' Section: Block: Lot: Building Permit#: 50142 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/200 Amp Service Equipment/Air Conditioning Equipment (2 Units)- ROUGH COMPLETE 6/18/24 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the'1st day of October 2024 Name CITY Switch - 15 Amp, 120V 28 Combo Smoke & Carbon Detector- 15 Amp, 120V 3 Power Panel - 200 Amp, 240V 1 Service Disconnect- 200 Amp, 240V 1 Recessed Fixture -.15 Amp, 120V .44 Exhaust Fan - 15 Amp, 120V 2 Service Feeder- 200 Amp, 240V 1 ARC-Fault- 20 Amp, 120V 11 Electrical Inspector: Anthony Giordano y�=APPiZOVED�o Certificate of Compliance . . ..................................................................................:................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701' (631) 698-5610 ...................................................... ...............................................7........................................................................................ CERTIFIES THAT Upon the application of Upon premises owned by Puccio Electric Contracting Inc. Modern Age Home Builders 21 Frowein Rd 1745 Stars Road E. Marion, NY 11939 Center Moriches, NY 11934 Located at: 1745 Stars,Road, E. Marion, NY 11939 Application Number#: 24-96648 Certificate#: 24-96648 Electrical License#: 4806-ME Section: Block: Lot: Building Permit#: 50142 Name - QTY AC Blower- 15 Amp, 220V 2 AC Condenser,- 30 Amp, 220V 2 ARC-Fault-15 Amp, 120V 8 Dishwasher Circuit-20 Amp, 120V 1 Duplex Receptacle- 15 Amp, 120V 57 Exhaust Hood - 20.Amo, 120V 1 Fixture Outlet ' 15 Amp, 120V 18 GFI Circuit Breaker- 2. 0 Amp,'120V 1 GFI Receptacle r 15 Amp, 120 V 4 Meter-200 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 4 Electrical Inspector: Anthony Giordano v3CALrrr Nz .......... ,APPROVED o` ........... oy�S�FFO(XCp S�rCaS �p�d Town Hall Annex �� G.y Telephone(631)765-1802 54375 Main Road c P.0.Box 1179 CO2 a d `? Southold,NY 11971-0959 • y o� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: R E � �5 Building Permit No. �o � tr� � 0 U Owner: o t M Lane -I�JQ�b an&�f �1AY —6 (Please print) ��aidn �425 ►i '�� �1 �v T®�n OfPlumber: Southold 6d (Please prin I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. c (Plumbers Signature) Sworn to before me this 1� day of 6'nCJ , 20-4 �Ia� ��;' STATE '''•.�' S T: OF NEW YORK Notary Public, Sj County :�7+,';,arrrasty PUBLIC: = = .Gi-Y6►+�l-A i0:• OIBL)0010466 a` O 1 OF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 Y INSPECTION [�F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RE TANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: m S ( v. ev, vv� on DATE ✓? �� INSPECTOR �F SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `yCoumv, 631-765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ 4"FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O / [ ] RENTAL REMARKS: DATE INSPECTOR OF SOUTyo * ' TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION!, [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ . ] PRE C/O , [ ]. RENTAL REMARKS: i5kotm /rl DATE - ^a INSPECTOR OF SO!/TyO� * 'TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FOUNDATION 1 ST/ REBAR . [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: DATE 24 ANSPECTOR a SOUTyO 5010- # . `# TOWN OF"SOUTHOLD BUILDING DEPT. cou�m�i 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ['WIN 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 REMARKS: �,s 01AA nw/ci � 5 DATE G/ o? -o'? INSPECTOR / OF SOUIyO� TOWN OFSOUTHOLD BUILDING DEPT. lou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Yob [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRER ESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL). [ ] CODE VIOLATION [ ] PRE C/O' [ ] RENTAL REMARKS: rJI. IZe.oL �. 5 s wlk4ou)s . dower- looe. rtzsvA s 4- MAAurlps S'GN D e erg a./t jq svee-V ?0 v fK bI' e.ie- ju C DATE ,�'a� a7` INSPECTOR HUM,WE INSULAVION 675 Elton Street, Riverhead, NY 1190.1 • (631)283-4120 October 11,2024 RE: 1.745.Stars Road,East Marion D E C E E MAY ' 6 2025 To Whom It May Concern, II�� This is to certify the insulation at the above referenced house was installed °q�� partment n o outhold 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 31/z"R-15 fiberglass. Fire caulking. Air seal. ncer ly, lene Welsh Over Five Decades of Qualify and Service --- n�Pu | i i, i 9 LI - ' Long lsland;P"er Authority I 2012 Combustion Safety Testing Form LIPA ENERGY STAR"Homes Certified Home Address:: -1745 Stars Road ciiy East Marion i Builder Name: Modern Ago Home Builders, LLC Builder Trackitg U j Combustion Appliance Zone(CAZ)# 1 of Location.of this CAZ Basement/Attic i (Use addict ha!farms if more than one C 1Z or rlronte has,nndiiple heating systems;or►paler heaters) 1 Date of Test: November 14, 2024 Outdoors Temp During Test: $0 OF CAZ,Denressurization .(NO TE:Net Change.=Test Pressure—Base Pressure) gus.e;Pressure: 0 .pa. CAZ Arnbicnt,Cp: PPM, Test Pressure': =5.4 pa. Appliances/Fireplace'Siinulated for'Test? Yes_ No Net Changei '5-4 pa. IfYes,.Totul CFM Simulated (erplar'1rinn�resj NOTcs; Fireplace is," sealed unit with":all combustion -air from outside. i . i i Fleafettg;Sy rem; Primarv: Yes ✓ No T, vote: .Furnace ✓ Boiter_Heat Putnp_Other t i :Venllnt%.Tyne r Dra S:in(tree { rS lye[laee CO I CO j C elect , Fire!Tune: J � . Pascal '�.. Vorst,Case:. .:,r ahrra!: _ , iYorst;C•dse., ... aturdl._, ,' Ratin�c' N—P.✓ O^E_ N—V_M,S V Pa. Pass. ✓ Fail_ Passim""Fail 8 Ppm 8 PPM 1j — I Yes ✓ Tom: Staitdard"Iank Indirect 'Iankless ;Size: - Style Common gent❑ s !QteG�Hell1L'!f Prime. No . Iiist.cttaneous ✓ -Commercial .Se,,Ngk.S eIm! (Gallo q) a ..Stand Alone s ' Venllrr Type 3 ` Drat S`ilia e S 1p llaae(Nalrrra!) CO CO , j E rc�eir Friel b e (Circle°Type) q EF: N P►'O. E .. N_M_S ✓ - i'a. Pass✓.Fail_ Pass✓Fail 33 PI'Ivl 33. PI'tvt (1vei� vY Oven is Plectric or No Oven Exists Oven Range HoodVented to Outside Yes�� 'No. Oxen Co NI'M ,Ambient CQ..lburing Oven CO T,eshng).; -_ 'PPM 1 'Neathig Sy#e»i Effcieircy. Enter A- UE for f hace:or boiler; HSPF forheat:'puinp;COP-if heat'punip is.geotliermal ,i j 1.I rie!Type: N. =Ndtural:Gas P.=Propane 0=Oil'; C=Electric :Verrilrlg Type: N Natural/Atmospheric V =NaturaVkrnospheric"PLUS Vent Damper. M MOIc AnicAny Assisted �S (T Sealed wo"Pipe), N6I t. lf.he Ven'ting'ryp;,%ph.cted i`s M,ngDrArt test is required for that appliance 4 If the Ventin g Yn..T pr-selected is S,no Draft or Spillage tests are regmred`for that appliance. A CO test IS RE UIRED for all apptianecs regerdlcss of Venting Typc,_if the ez}aust vent is acccssible. {{'bier IfedterS ae Corni-honly V.entedAv th:Heatin S stem or,Stand Alone.(Inde endentl Vented or 0 hand t {;dies Heater Efficiency: If Water Heater Type is lln,lrecl,no CF entry is required.. IfWater Heater`Type is Tankkss,enter efficiency of combustion source, NOTE if Watcr Heater Type ype is"Commercial"and the unit"is 99 gallons or less;toter a:maximum-modeled EF of,.54 ti 7f WaterHcater Type is"Commercial"and the unit:i§100 gallo"ns:or more,enter'a nuuiimum-utodcled EC 6GO t Rater.Namec Jerry D'Amaro , Ater: Number: 2614397 , a�e November,14, 2024 Rater Signature. 'f _ . ._ ._ _.. _ .._... . MAY - 6 2 f 025 Ih brin 90106 02 CST Form 2012 Effective 1/11241 yip lt� Corresponds to I3HI f -2012 � Doiisyt� t of. ctaic�St{ I I , 5:00 1 ��1 • e ,» i 5:00 7 •. .�1 ��, _ r r r s i t if7 M ` 7Y 4:591 ,,� • X IMG_4909.jpeg ' f a ` . 1'} i X; TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ j FOUNDATION 1ST/RESAR [ J ROUGH PL13G. ( J FOUNDATION 2ND [ J INSULATIOWCAULKING r [ j FRAMING/STRAPPING [ J FINAL ` ( j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION NY-ECCC 2020 Certificate [ j ELECTRICAL(ROUGH) ( J ELECTRICAL(FINAL) 1745 Stars Road, Esst Marion.NY 11939 [ J CODE VIOLATION [ ] PRE C/O [ ] RENTAL Widkig Envelope insk"Oon Ceding R 39.0 l ` J / r^� Above Grade walls R•20.0 REMARKS: - ^. ?. ?. y✓I IG-�-� lJ i 16 fC Gl�J C �T gam. ioundatron Walls R-11.0 :�t l i r. I!✓13 ✓ k-t S 112 r c r<,e S ! J StabExposed floor R•30.0 ''A ;/��r ti p...{ Slab R-0.0 Edge.R-0.0 Under i Z A' 1 S 'I u o 1 v<I tnidtrauon 1293 CFMW h Duct R-8.0 Total Duct leakage 40.00 CFM @ 25 Pascals 1C (rP Ili Window Data U-F&CUW SwAr- r r - l.—_ !�l`'C JC�l✓ C: C'c_ �,r ' r � c C_ I I t t , Window 0.300 0.270 RI ij Macftankal Equipment HEAT: fuel-fired air drstriwt►on.Propane.%.6 AFUE. COOL: Air conditioner,Electric, 16.0 SEER. DHW; instant water heater.Propane,0.%EF,0.0 Gai. HERS Index: 53 Builder or Design Professional 5',�nat�ari• REM/Rate Resu$mtul Energy Anatysis and Rat" Sottw r DATE INSPECTOR ribJ.4 BudQ tt113 i1 c c� i I , N N O C-m r Oasis 2-R-S For Willow Drive HVAC Load Calculations for Modern Age Home Builders, LLC 3080 Route 112, Suite C Medford, NY 11763 VA I V8A1OC LZAL s Prepared By: a Jerry D'Amaro x R D'Amaro Engineering And Surveying, P.C. �w 20 Mariposa Lane B11 ®tA�`O�o Manorville; NY 11949-3356 ' 'ors .. ;:••• ��° 631-878-7808 Friday,August 25,2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac Residential&41ght.Commercial HVAC Loads_ ;Elite$oftware•Development,Inc: ' Home Energy Complance:Raters " Oasis 2-R-S Wtl_ For ow Dmre Brookhaven NY 71T19p, ",Pa e`2F, Pro"ect Report General:Pr6ect<Informafion Project Filename: C:\Users\JTD\AppData\Local\Elite Software\Rhvac 9\Manual J-Willow Drive.rh9 Project Title: Oasis 2-R-S For Willow Drive Designed By: Jerry D'Amaro Project Date: August 25, 2023 Client Name: Modern Age*Home Builders, LLC Client Address: 3080 Route 112, Suite C Client City: Medford, NY 11763 Client Phone: 631-569-4513 Client E-Mail Address: peter@modernagehomebuilding.com 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: De-s'i a n Dat _ n Reference City: Westhampton, New York Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 35 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Bulb Wet Bulb Rel. um Rel.Hum Dry Bul Difference Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 27 ChecKFi ores. .. Total Building Supply CFM: 1,056 CFM Per Square ft.: 0.224 Square it. of Room Area: 4,723 Square ft. Per Ton: 1,930 Volume(ft3): 40,670 Buildin Loads. . Total Heating Required Including Ventilation Air: 58,918 Btuh 58.918 MBH Total Sensible Gain: 23,498 Btuh 85 % Total Latent Gain: 4,107 Btuh 15 % Total Cooling Required Including Ventilation Air: 27,605. Btuh- 2.30 Tons(Based On Sensible+ Latent) 2.45 Tons(Based On 80% Sensible Capacity) No"tes. 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. Friday,August 25, 2023, 9:51 AM T 7 'Residential&Light commercial HVAC Loads Elite Software Degelopment,Inc. Energy Compliance,,Raters,, Oasis 2-R S For Wiliovr:Drive�..Rhvac Brookhaven NY 11719 „_«., Page 3 Miscellaneous Report }; System 1 Lower ;, .Grains Outdoor Outdoor Outdoor Indoor indoor` Input Data' Different D`ry Bulb Wet'Bulb" Rel:Hum Rel:Hum Dry Bulb Winter: 10 9," " 80% n/a 70 n/a Summer: 85 71 51% 50% 75 26.87 System 2 Upper Grains Outdoor Outtloor Outdoor Indoor "°Indoor. Input Data Differenc< " ,Dry Bulb: WetBulb:' ,Rel:Hum .Rel:Hum ",.Dry Bulb< e Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 26.87 Duct Sizing Inputs Main Trunk Runouts 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 Writer Summer Infiltration Specified: 0.282 AC/hr 0.126 AC/hr 191 CFM 85 CFM Infiltration Actual: 0.198 AC/hr 0.032 AC/hr Building Volume: X 40,670 Cu.ft. X 40,670 Cu.ft. 8,058 Cu.ft./hr 1,299 Cu.ft./hr X 0.0167 X 0,0167 Total Building Infiltration: 134 CFM 22 CFM Total Building Ventilation: 115 CFM 115 CFM ---System 1— Infiltration &Ventilation Sensible Gain Multiplier: 10.99 = (1.10 X 0.999 X 10.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 18.25 = (0.68 X 0.999 X 26.87 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.92 = (1.10 X 0.999 X 60.00 Winter Temp. Difference) Writer Infiltration Specified: 0.282 AC/hr(122 CFM) Summer Infiltration Specified: 0.126 AC/hr(54 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: 2,034 Test AC/hr(Selected): 3 ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 10.99 = (1.10 X 0.999 X 10.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 18.25 = (0.68 X 0.999 X 26.87 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.92 = (1.10 X 0.999 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.282 AC/hr(69 CFM) Summer Infiltration Specified: 0.126 AC/hr(31 CFM) Blower Door Data: Wind Shielding Class: 4-Substantial Obstructions Building Stories: 2 Friday,August 25,2023, 9:51 AM 1. T [Rhvac ResidentialA Light Commercial HVAC Loads: Ehte Software Development),)))Inc, Home tfierjy Compliance Raters Oasis 2 R=S`For Willow Dnve. --bi66Whave'n,,NY 11 714,: =Pa e 4 Miscellaneous Re ort' cont', Multi/Single..Option: Single-Point Assumed n: 0.65 Pressure Diff.: %, Test Flow: 2,034 - Test AC/hr(Selected): 3 Friday,August 25, 2023, 9:51 AM Rhvac Resuenhal&.Light Commercial HVAC Loatls 4 Elite SoftwarefDevelopment,lnca` Home Energy:Compliance Raters Oasis'2 R S For Wi11owDnve` BrookhavenPa a 5 Load Preview Report Net Rec ft.2 Sen Lat Net Sen Hts Sy Cs Sys Act Duct Scope Ton Ton [Ton Area Gain Gain Gain Loss CFM CFM CFM Size Building 2 30 _2 45 1,930 4,723 6 23,49& 4107 27 05 58,918, 741' 1 055 1 056 System_1 .__. ,_ 1.26 .1.31 2,623 _3.443 12,602, _2 513 15 115 __44,530_ 567 _._- 568 _8x12 Ventilation -- 137 912; 1 050 - 824 .... -- - -- ---- . -.-. w....... - -- - --- Blower 850 850 n__ ---- Zone 1 3,443 11,615 1 601 13 216 43 706- 567% 568 8x12 -- - -- 1-Crawlspace ? _ _ 1,732 378 _ 77 - 455,_25,859 18-- 336 0-0* 2-Dining Room/Foyer 286 1 376 2 917 `38 _67; _1-6 3-Kitchen/Family Room _ - ;_ __ _---928 __7 338 1 368 8 706: 9 366 122 358' 3-6 -... ..... _-_- _.3 _... 4-Powder Room--- - - 44 ----- 173; ..- 22. .._ 195.._._ __960. 8. 12__..__1.-4 5-Master BR Suite 1 _.--._ ___ _ % 303, 1,935 38„ _1 973 __2 367, 31 95 1--6 6-W I.C First Floor -_-, _.__ ___ ; __-. _ . -__- 53 _ 119 24 143__ 1 080 _ 6 14 r 1-4 _ 7-Bathroom First Floor _...-__, ;_ 97 _--__-296; 25 3211 1,157 14- 15 1-4 -- System 2 -_ ..---. 1 04 1 14 1,128 1 281 10 896, 1 591 12 489 14 388 173 488-__ 488 8x12 - - Ventilation :_-----__.--- -:- 180 1 193• 1 3731_1 078' _ - - --- - Blower 850 850 Zone 1_ __.__. _,_ ___.._ _; ._, 1,281 9 867 -400 _10 267, 13 310: 173 488 8x12 _- 8-Master BR Suite 2 _ j._ „_----- ___239 __3 121,-._-_400 __--_3 521 -_2 253:_ 29 4 154;_ 2-6 -- _9-Master Closet_, -.. - 75 _.... 239' 0- - 239; 1,273 12' _. 17 1-4 - - 10-Bedroom 3 ----- - 216� --1 922; - 1,922- 2 163!_ 28', _ 95 1=6 11-Bedroom 4 - _.--.... _ _ 213 1 675 0 -1 675_--- 2093 27 - 83 -1-6 .. 12-Hall/ men/Upper Foyer. 297 -1 7911 0-_1 791 3 201 : 42 W 1-6 - - - 13-Family Bath - - -- - --+ - - - -56 69 - 0`-- 69 336® 3 4 1-4 14-Master Bath .--__-------_----_ -- _ __.__ __-- --139 -_-_ ---- --- Q>__-- 368; 1 313 17 18 1-4 15-Laundry_ - 46,-_.-... 681i _. Q'._.-_ 681 ._.._ 678 9�. :J34: .-1 . -- -- - ------ --_ .. ---- -- _ _------- -- - 1-- - — -- Sum of room airflows maybe greater than system airflow because ----._ -- --- - system room airflow option uses the greater o a ing or cooling. Friday,August 25, 2023, 9:51 AM �'Rhvac Residential&Light Commercial HUAC Loads e .� Elite Software Development,Inc Home Energy-Compliance Raters F g Y r= Oasis 2 R S,For Willow Dnve t3cookhaven=<NY Duct Size Preview' Room or Minimum Maximum Rough. Design SP Duct Duct Htg Cig Act. Duct Reg Duct Name Source Veloci Veloci Factor U100 1-6ssl Velocityl Length Lengthl Flow Flow Flow Size Size System 1 - -- -- - SuPPIy_Runouts -- - _ Zone 1 - - --- - .. 1-Crawlspace -__ Built-in 500 750 0 01 0.1 0 18 336 0 0 2-Dminq_Room/Foyer Built-in 500 750 0.01 0.11 342.3 38 67' 1 6' 3-Kitchen/Family Room Built In 500 750 0 01 0.11 608.4 _- 122® 358, 3 6 4-Powder Room Built-In 500 750 0 01 0.1 143.1 ® 8 12__ 1-4 5-Master BR Suite 1 Built-In 500 750' 0.01 0.1 481.3 _-_ 31 95 1-6 --. - - -- -- -- _---- - - 6-W I C First Floor Built-In 500 750 -.- . 0.01,. 0.1 160.9„ ® 6 14' 1-4'' ................ - _. - 7-Bathroom First Floor Built-In 500 750' 0.01 0.1 172.4 ® 14 15-.._ ,1-4 ------ ---. ... -..._._ .. _ Other Ducts! System 7 - .. - - _. - Supply Main Trunk Built-in 700 900 0.0003. 0.1. 852.5 567_ 568: 8x12 System 2 --- Supply Runouts - - _. Zone 1 - -- - --- --------- - - -- 8-Master BR Suite 2 Built-in 500 750 0.01 0... -- - - - 9-Master Closet Built-in 500 7501 0.01 0.1 189.7 ® 12 17 1--4 10 Bedroom 3..,_ Built-in- _ _500: 750 0 01 0.1 484 28 95 1 6 . .... _. - _.., _11-Bedroom 4 _ _- Built-In 500 _ _750 . 0.01 0.1 _------- 421.8 27 83_---1 6>___ 12-Hall/Linen/Upper Built-In 500; 750 0.01• 0.1' 450.9, 42® 89 1 6' Foyer _ 1--Family Bath Built-in 500 750 0 01 0.1 50 1 F"3: 4' 1-414-Master Bath Built-In 500` 750; 0.01 0.1 208.4 1718 1 4. -_-- ...--. .. ...... _. _ -----.- - - 15-Laundry 'Built-In 500 750 0.01 0.1 385.8 9® 34 1--4 - - - - ---- --- Other Ducts System 2__„_ _ _, __.- _._ -- -- -- . . _..-. _ . - ---. ..- -- Sup ly Main Trunk. '' Built-In 700' 9001 0.0003 0.1 731.6; 173' 488 8x12' Summary System_1.__._ .. Heating Flow__568 - Cooling Flow: 567 ---- --- --- _--------__.. __._.-- ... __.- .. System 2 Heating._Flow. 173.............._...._ ...................._..... ..... ...._._. - - ----- -....... ......... ...... --- Conlin Flow: 488 Friday,August 25,2023, 9:51 AM Rhvw Residential&Light Commercial HVAG Loads _ Elite Software Development,Inc. ,Horne.Energy Compliance;Raters- _ .. " : ., Oasis ZR-S For.Willow Drive Brookhaven NY,11719 Page 7 Total Building Summaty Loads Component Area Sen Lat Sen, Total Description Quan Loss Gain Gain Gain United Window: Glazing-JTD United Windows and Doors, 302.1 5,438 0 3,702 3,702 U-value 0.3, SHGC 0.3 United Glass Door: Glazing-JTD United sliding.patio door, 84 1,411 0 736 736 U-value 0.28, SHGC 0.31 United Window: Glazing-JTD United Windows and Doors, 22 396 0 194 194 outdoor insect screen with 100% coverage, light color drapes with medium weav6 with 50%coverage, U- value 0.3, SHGC 0.3 PCH BSMT: Door-JTD-Therma-Tru Half Lite, to outside, 9 119 0 42 42 U-value 0.22 PCH Front Door: Door-JTD-Therma-Tru Fibrt-Classic 37.1 512 0 179 179 with Sidelites, U-value 0.23' PCH Garage: Door-JTD, U-value 0.15 18.7 154 0 70 70 Attic Access: Door-Wood door to attic with 1"XPS 11.6 127 0 58 58 insulation attached, U-value 0.2 R-13 SPF-2: Wall-Basement, Custom, JTD 2' below 859 3,533 0 290 290 grade crawl space, U-value 0.063, above grade U- value 0.073 R-20 Batt+XPS:Wall-Frame, Custom, JTD R-15 batts+ 2512.3 8,442 0 1,084 1,084 1" Rigid Foam continuous, U-value 0.056 R-15 Batt: Part-Frame, Custom, JTD, U-value 0.084 287.2 1,326 0 603 603 R-15 Batt at gar: Part-Frame, Custom, JTD grade I at 60.9 265 0 120 120 garage, U-value 0.079 R-18 Gable:Wall-Frame, Custom, JTD 2"SPF+ 1" Rigid 378.4 1,317 0 170 170 Foam continuous, U-value 0.058 R-15 Batt:Wall-Frame, Custom, JTD, U-value 0.084 32.6 164 0 40 40 18A-30: Roof/Ceiling-Roof Joists Between Roof Deck and 458.3 934 0 311 311 Ceiling or Foam Encapsulated Roof Joists, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill, U-value 0.034 18A-30: Partition Roof/Ceiling (STD=25, WTD=55)-Roof 7.5 14 0 6 6 Joists Between Roof Deck and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill, U-value 0.034 SPF R-39-ad: Roof/Ceiling-Roof Joists Between Roof 1516.8 3,187 0 1,062 1,062 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, dark asphalt, U-value 0.035 R-0 BSMT: Floor-Basement, Custom, JTD, U-value 0.2 1731.7 20,780 0 0 0 R-30 cantilever: Partition Floor(STD=25, WTD=55)-Over 18.7 43 0 20 20 open crawl space or garage, Custom, JTD R-30 batt insul in floor cantilevers U-value 0.042 Subtotals for structure: 48,162 0 8,687 8,687 People: 4 800 920 1,720 Equipment: 806 7,566 8,372 Lighting: 1100 3,751 3,751 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 134, Summer CFM: 22 8,854 395 238 633 Ventilation: Winter CFM: 115, Summer CFM: 115 1,902 2,106 317 2,423 Blower Heat Gain,498 watts: 0 0 1,699 1,699 AED Excursion: 0 0 320 320 Total Building Load Totals: 58,918 4,107 23,498 27,605 Friday,August 25,2023, 9:51 AM 1 Rhvac Res�dential,8 L�ghtCommercralzHVAG Loads a g Ehte Software 9e'060 merit,Inc. Home Ene r rgy Compliance Rates Oasis 2 R S For Willow Dave $rookhave"; °.11799 1 -Pa a8R Total Buildir .Summa ` Loads' .cont'd Component �i F H Area ,,� Sen r Lat Seri � Total Gam:: Check Fi ureS Total Building Supply CFM: 1,056 CFM Per Square ft.: 0.224 Square ft. of Room Area: 4,723 Square ft.'Per Ton: 1,930 Volume(ft),: 40,670 'Buildin _Loatls _ Total Heating Required Including Ventilation Air: 58,918 'Btuh 58:91.:8 .MBH . Total Sensible Gain: 23,498 Btuh 85 Total Latent Gain: 4,107..Btuh 1,5 %:. Total Cooling Required Including Ventilation Air: 27,605 Btuh 2.30 Tons(Based On Sensible+ Latent) 2.45 Tons(Based On 80% Sensible Capacity) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA.Manual J8th 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. Friday,August 25, 2023, 9:51 AM Rhvac Resldenhal a3 Light Commercial'HVAC Loads Elite Software Development Inc ?. Home Energy-Gomp6ajq at f Oasis 2 R S For W11ow;Dnve°` :Bro0khaven'NY.r1.1719. Pa e'9 Manual S Performance Data'- !q stem '1 Lolnrer toads'a'ndDesi n'Conditions Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 12,602 Outdoor Wet Bulb: 71 Latent Gain: 2,513 Indoor Dry Bulb: 75 Total Gain: 15,115 Indoor RH: 50 Load SHR: 0.83 Supply Airflow: 725 Entering Dry Bulb: 75.9 _ Entering Wet Bulb: 63.3 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 44,530 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.7 Indoor RH: 30 Supply Airflow: 568 E u " menuPerformance`Data at`SS stem'Desi n.Conditibn This system's equipment was selected in accordance wiW ACCA Manual S. Cooling: Model Type:-Standard Air Conditioner, Outdoor Model: ML14XC1.S024230A" `, Indoor Model:.CH35-24B+TDR+TXV AHRI Reference Number: 9148105Nominal Capacity:24,000, Manufacturer:,LENNOX EDB EDB EWB Air Flow ODB Total Power 75°F j 8Q°F °F: CFhA F Capacity InputSensible ;Sensible Btuh kW iSIT.. CaP Cal t SrT ;Ca aci Rtuh : "r.Btuh 4 63 24000 1 32;, _0 7T „ 18480 0 91 2184 725 67 , 25000 1.321 0.61 15250 0.74 1850 Interpolation Results: Percent Load of Load Sensible Capacity: 18,841 12,602 150% Latent Capacity: 5,234 2,513 208% Total Capacity: 24,075 15,115 159% Power Input: 1.32 Heating: Model Type: Propane�Furnace, Model:.EL296UH045XE36B*, Nominal Capacity:4.3,000, Manufacturer: LENNOX INDUSTRIES, INC. Results: Percent Load of Load Heating Capacity: 43,000 44,530 97% Friday,August 25, 2023, 9:51 AM Rhvac Resident,al 8 light Commerc�at HVAc loads Elite SoffinraOP evelopm = Home EnergyzComp�iance Raters 4 Si 2 R S For Willow Dne Brookhaven NY 1;1719 Pa a"V ,Manual S'Performance Data:-=S. stem 2 •, (l er _ Loatls and Desi`h,Conditions Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 10,896 Outdoor Wet Bulb: 71 Latent Gain: 1,593 Indoor Dry Bulb: 75 Total Gain: 12,489 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 725 Entering Dry Bulb: 76.3 Entering Wet Bulb: 63.7 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 14,388 Indoor Dry Bulb: 70 Entering Dry Bulb: 64.3 Indoor RH: 30 Supply Airflow: 173 E y- menf PerformancetData at�S istem Desi n Conditions . This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: ML1.4XC1 S024-230A**, Indoor Model: CH35 24B+TDR+TXV AHRI Reference Number: 9148105Nominal Capacity: 24,000, Manufacturer: LENNOX 77 Total Power. 7 DF 80 F EWB Air Flow ODB Capacity 'Input °F` OF Sensible Sensible Btuh kW S!T Capacity S!T Capacity' Btuh 'Bt" r 63 7, 24006 1.32: 0.77 18480 0.91 21840 :.725 85 25000 1.32 0.61 15250 0.74 18500 Interpolation Results: Percent Load of Load Sensible Capacity: 18,783 10,896 172% Latent Capacity: 5,392 1,593 338% Total Capacity: 24,175 12,489 194% Power Input: 1.32 Heating: Model Type: Propane Furnace; Model: EL296UH045XE36B-*;Nominal.Capacity: 43,000, Manufacturer:LENNOX INDUSTRIES, INC. Results: Percent Load of Load Heating Capacity: 43,000 14,388 299% Friday,August 25, 2023, 9:51 AM t u► Rhvac Resident►al&':.Light Commerc►al HVAC.Loads s 4 Elite Software Development,(nc Home Energ�i<Comp4ance Raters a; F �f s Oasis 2 RS For W►Ilow"Dnve" Brbiikhaven NY:'1,1719 , Pa de 14--: S stem 1 Room Load'Summa . Htg> Mm Run Run Clg ;Clg "Min Act Room Area A Sens Htg Duct *Duct Sens Lat Clg Sys' Nof ;NameStuh° CFM ---Zone 1--- 1 Crawlspace 1,732 . 25;859 .336 0-0 0 378 77 18 336 2 Dining 286 2,917 38 1-6 342 1,376 47 67 67 Room/Foyer 3 Kitchen/Family 928 9,366 122 3-6 608 7,338 1,368 358, '358 Room 4 Powder Room 44 960 12 1-4 143 173 22 81 12 5 Master BR Suite 303 2,367 31 1-6 481 1,935 38 95 95 1 6 W.I.C. First Floor 53 1,080 14 1-4 161 119 24 "6 14 7 Bathroom First 97 1,157 15 1-4 172 `296 25 14 15 Floor Ventilation 824 137 912 _ Blower Power 850 System 1 total 3,443 44,530 568 12,602 2,513 ..567 568 System 1 Main Trunk Size: 8x12 in. Velocity: 852 ft./min Loss per 100 ft.: - 0.107 in.wg Conlin "S 'stem:Summa Cooling ; Sensible/Latent Sensible Latent ft;' Tofal Tons ttuh .'> Btuh' > Btuh Net Required: 1.26 83%/17% 12,602 2,513 15,115 Recommended: 1.31 80%/20% 12,602 3,150 15,752 Actual: 2.00 800/o/20% 19,200 4,800 24,000 E u "ment`Data. r Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: EL296UH045XE36B-* ML14XC1 S024-230A** Indoor Model: CH35-24B+TDR+TXV Brand: ELITE 90 MERIT ML14XC1 SERIES Description: Natural Gas or Propane Furnace Efficiency: 96 AFUE 16 SEER Sound: 0 0 Capacity: 43,000 Btuh 24,000 Btuh Adjusted Capacity: n/a 24,075 Btuh Sensible Capacity: n/a 19,200 Btuh Adjusted Sensible Capacity: n/a 18,841 Btuh Latent Capacity: n/a 4,800 Btuh Adjusted Latent Capacity: n/a 5,234 Btuh AHRI Reference No.: n/a 9148105 This system's equipment was selected in accordance with ACCA Manual S. Manuals S equipment sizing data:= SODB: 85F, SOWB: 71 F,WODB: 10F,,SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen. gain: 12,602 Btuh,Lat. gain: 2,513 Btuh, Sen. loss:44,530 Btuh, Entering cig. coil.DB:'%75.9F, Entering clg. coil WB: 63.3F, Entering htg. coil DB: 68.7F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 567 CFM, Req. htg. airflow: 568 CFM Friday,August 25,2023, 9:51 AM Rhvac Residential&Light Gammercial HVAC Loads ' ° Elite Software Development,Inc: Home Energy Compliance Raters ;. Oasis 2 R S For Willow Dnvea; �BrQokhaJen':NY.� Page system, 2.ROOM Load,Summa Htg Mm Run Run Clg Clg Mm Act Room Area Sens Htg Duct Duct Sens` Lat Clg Sys No „Name. Btuh, < CEMy. Size Vel Btuh r Btuh 'CFM, CFM' --Zone 1-- - 8 Master BR Suite 239 2,253 29 2-6 393 3,121 400 154 154 2 9 Master Closet 75 1,273 17 1-4 190 239 0 12 17 10 Bedroom 3 216 2,163 28 1-6 484- 1,922 0 95 95 11 Bedroom 4 213 2,093 27 1-6 422 1,675 0 83 83 12 Hall/Linen/Upper 297 31201 42 1-6 451 11791 0 89 89 Foyer 13 Family Bath 56 336 4 1-4 50 69 0 3 4 14 Master Bath 139 1,313 17 14 208 368 0 18 18 15 Laundrx _ 46 678 9 14 386 681 _ 0 34 34 Ventilation 1,078 180 1,193 Blower Power 850 System 2 total 1,281 14,388 173 10,896 1,593 488 488 System 2 Main Trunk Size: 8x12 in. Velocity: 732 ft./min Loss per 100 ft.: 0.092 in.wg [Cwilng S'stern Su'mma C;oolih Sensible7Latent 5; Sensible Latent Total Btuh.' Btuh `BtuW Net Required: 1.04 87%/ 13% 10,896 1,593 12,489 Recommended: 1.14 80%/20% 10,896 2,724 '13,620 Actual: 2.00 80%/20% 19,200 4,800 24,000 Heating System Cooling.System Type: Propane Furnace Standard Air Conditioner Model: EL296UH045XE36B* ML14XClS024-230A** Indoor Model: CH35-24B+TDR+TXV Brand: ELITE 90 MERIT ML14XC1 SERIES Description: Natural Gas or Propane Furnace Efficiency: 96 AFUE 16 SEER Sound: 0 0 Capacity: 43,000 Btuh 24,000 Btuh Adjusted Capacity: n/a 24,175 Btuh Sensible Capacity: n/a 19,200 Btuh Adjusted Sensible Capacity: n/a 18,783 Btuh Latent Capacity: n/a 4,800 Btuh. Adjusted Latent Capacity: n/a 5,392 Btuh AHRI Reference No.: n/a 9148105 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 85F, SOWS: 71 F,WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 10,89,E Btuh, Lat. gain: 1,593 Btuh, Seri'loss: 14,388 Btuh,- Entering clg.,coil DB: 76.3F, Entering clg. coil WB: 63.7F, Entering htg. coil DB:64.3F, CIg. coil,TD: 20F, Htg. coil TD: 70F, Req. cig.-airflow:488 CFM, Req. htg. airflow: 173 CFM Friday,August 25, 2023, 9:51 AM Residential Plans Examiner Review Form RIPER 1.01 Pr ��ofA� • - - • (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# Sys. 1 Manual D Friction Rate Worksheet: Yes❑ No❑X Duct distribution system sketch: Yes❑ No❑X Home Address(Street or Lot#, Block,Subdivision) LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 OF Orientation(Front door faces) South North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperature 70 OF Number of bedrooms Total heat loss 44530 Btu/h Summer Design Conditions Conditioned floor area 3443 Sq Ft Outdoor temperature 9.r, °F Number of occupants 2- Indoor temperature 75 OF Windows Roof Grains difference —97 A Gr @ % Rh Eave overhang depth,, 2. Ft Sensible heat gain 19602 Btu/h Internal shade Eave Latent heat gain 2513 Btu/h Blinds,drapes,etc Depth Window Total heat gain 15115 Btu/h Number of skylights gyp, EQUIPMENT • 41 Heating Ecftaipment Data Cooling Eatai�men#-ate Blower Data , Equipment type Furnace Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc Heating CFM 5(��$ CFM Model EL296UH045XE36B * Model ML14XC1S024-230A** Cooling CFM r CFM Heating output capacity 43000 Btu/h Sensible cooling capacity 18841 Btu/h Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity 5234 BtU/h Auxiliary heat output capacity Btu/h Total cooling capacity 24075 Btu/h IHVAC 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 1°0)-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. �� _sid 4em al Plans _ _ _ Form`ACCKV RPER 1.01 lrc A .&4i carats.fAwdo • . - • (Loads, • • - EB 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual A Form(and supporting worksheets): Yes❑ No OX Mechanical-License# or MJ1AE Forme(and supporting worksheets): Yes❑ No OEM performance data(heating,cooling,blower): Yes❑ No 9 Building Plan# Sys.2 Manual D Friction Rate Worksheet: Yes❑ No 0 Duct distribution system sketch: Yes❑ No Q Home Address(Street or Lot#, Block,Subdivision) LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 OF Orientation(Front door faces) South Indoor temperature 70 OF North,East,West, South,Northeast,Northwest,Southeast,Southwest Number of bedrooms 2 Total heat loss 14388 Btu/h Summer Design Conditions Conditioned floor area 1281 Sq Ft Outdoor temperature OF Number of occupants 2 Indoor temperature 75 OF Windows Roof Grains difference 27 A Gr @% %,Rh Eave overhang depth 1- Ft Sensible heat gain 1 n896 Drapes E Btu/h Internal shade �_ ave Latent heat gain 1593 Btu/h Blinds,drapes,etc Depth Window Total heat gain 19489 Btu/h Number of skylights EQUIPMENTIHVAC • 40 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Furnace Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc Heating CFM 488 CFM Model EL296UH045XE36B-* Model ML14XC1S024-230A** Cooling CFM aRR CFM Heating output capacity 43000 Btu/h Sensible cooling capacity 18783 Btu/h Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity 5392 Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 24175 Btu/h DISTRIBUTION!HVAC DUCT •0 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 lisledd � above, I understand the claims made on these forms will be subje t 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. 3 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. 'IELD INSPECTION REPORT DATE COMMENTS r lei ! A�Iri•.P•v p FOUNDATION (1ST) — -- T7" — •----------------------------------- e FOUNDATION (2ND) rt a3•a le-- 4o aoj o c � H ROUGH FRAMING& H PLUMBING Q INSULATION PER N.Y. STATE ENERGY CODE �� •ate Q��-+/ /1¢ rr�_��� s Ji �-�s 02 �'�<-/�rLs on ha.,sa�rt,��-T,✓indou�s. &oWe4?— (U subs of �A4A4'tV4A. 6 svie plimk; al FINAL CO. ADDITION COMMENTS o -Fou+nd Ioc, — ,� �,� O • -7 - 2 �� e L = 4-��Q z • L Cer 4 X �}US CQ,r�--• f 2rS (- - o c,k H o z • x - �ro :Ps'affat, o 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.southoldto=.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D PERMIT NO. Building Inspector: Nov .11 1. Applications,and'forms must befilled,out in'their entirety. Incomplete cep applications'Will not be-accepted. Where the,Applicant is not the owner;an: Owner's Authorization form.(Page-1);shall be completed: Date:9/25/23 OW,NER($),,OF;PROPERTY: - Name:Speonk Land Development LLC SCTM# 1000-022.00-04.00-011.000&001.000 Project Address: 11745 Stars Rd. East Marion, NY, 11939 2-2- `l- 1 1. 1 Phone#:631-512-4522 Email:monumentalpro e�rty_@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@lkma.com DESIGN PROFESSIONAL INFORMATION: Name:Robert A. Steele, P.E., Executive Vice President, L.K. McLean Associates, P.C. Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email:rsteele@Ikma.com CONTRACTOR I N FORMATION: Name:Oasis at Mattituck Corp. Mailing Address:3080 Route 112 Suite C, Medford., NY 11763 Phone#:631-767-4807 Email:peter@ modernagehomebuilding.com DESCRIPTION OP PFtOPOSED-CONSTRUCTION= MNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? MYes El No Will excess fill be removed from premises? MYes ONO: 1 PROPERTY INFORMATION Existing use of property:vacant Intended use of property:single F811111y R@Sid@nC@ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ❑Yes ®No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/,design,professionaI is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable'Laws;Ordinances,or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as hereimdescribed:The applicant'agrees to comply with all'applicable laws;ordinances;building code, housing code and regulations and to admitauttiorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New.York State Penal Law. Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent ❑Owner Signature of Applicant: _ Date: 2- 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 C 6day of , 2093 Notary Public NOTARY PUBLIC,State of New York No.01 W16210359 Suffolk Coun PROPERTY OWN ER-AUTHORIZATIOI�ommission Expl;4ugust our!ty — (Where the applicant is not the owner) 670 20 Ma in �� .SQewely ua C�. I, residing at N Y, 44T -9— / � do hereby authorize 1 • to apply on My behalf to the Town of Southold Building Department for approval as described herein. =23 Owner's-Signature �q ai� Date -91 rint Owner's'Name i 2 O�OS�FFQj,f.0 BUILDING DEPARTMENT-Elec I Inspector TOWN-OF SOUTHO JUN _ 6 2024 o =` Town Hall Annex- 54375 Main Ro d - PO Box 1179 H Southold, New York 11971-0959, alrtn,ent �y apt Telephone (631) 765-1802 - FAX (631�' Qsouthold l ' ' rogerr _southoldtownny.4ov -wand an outholdtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5-" s Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@pdccioelectriccorp.com Elec. Phone No: 631-874-2098 01 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein"Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: p (,rnA6P, 41wee -'gUt I&,rs • Address: Irlwg -&ws n Cross Street: I h Phone No.: 51—5&(Q-0'7( 1 Bldg.Permit#: 5014A email:I Tax Map District: 1000 Section: Block: Lot: 8RTE_F'DESCRIPTF0_N__0__ R CLUDE SQUARE FOOTAGE (Please Print Clearly): a00A u"S0"9d �VEC4 w qo g Square Footage: $ Circle All That Apply: UV Is job ready for inspection?: YES 0 NO VRough In ❑ Final Do you need a Temp Certificate?: 1Z YES 0 NO Issued On t'-70 2. f ma.d<4(s h Temp Information: (All information required) Service Size 01 Ph❑3 Ph Size:oZOA #Meters Old Meter# [ New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect�Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: I Ic l ou PAYMENT DUE WITH APPLICATIONJ;L S gal l o-7 (Q 4. 3 s 3�0 r1J �A o BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Gy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 rI Temporary Certificate # 0 2 Date I 2024 Customer Name Ak& Wn L Electrician Name uxx- p Sjec4Vj; 4*A' Address S f Kkar * Phone (#%I e-mail kc�r e-mail 1i1 a C", •�t r Phone (j-61 V(e • 0-7 1 License# Size__j200 A ' Phase I 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 E 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 vali s date above Authorized by %IfF _r`` BUILDING DEPARTMENT- Elec I Inspector TOWN OF SOUTHO JUNI Town Hall Annex - 54375 Main Ro d i PO Box 1179 Southold, New York 11971-0959 Depnrtmpnt ,. i:p "` 4p1 Telephone (631) 765-1802 - FAX (631 99-Ra utbe9d ' rogerr6@ southoldtownny.gov -- seand(@,southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �' s 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 VI request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: M o&m -But(ckrs - Address: c}S rSa5t Marion Cross Street: t Phone No.: 31r 5"-0�7( 1 Bldg.Permit#: 5014A email:I Tax Map District: 1000 Section: Block: Lot: B C NCLUDE SQUARE FOOTAGE (Please Print Clearly): adp A UtOergra vend 5COVEce Square Footage: $$ Circle All That Apply: W Is job ready for inspection?: YES NO Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On f MaJ<d0 4I+ Temp Information: (All information required) Service SizeV1 Ph❑3 Ph Size: eA # Meters Old Meter# [ New Service[]Fire ReconnectOFlood ReconnectOService Reconnect�Underground 00verhead # Underground Laterals 1 F12 H Frame Pole Work done on Service? Y N Additional Information: 1 K IOU PAYMENT DUE WITH APPLICATION ZZ 2S 'Pool 3�=_SO-w $ �t�s PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbon Micro GrbDis 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 Y APPEALS BOARD MEMBERS Southold Town Hall Lydia A.Tortora,`" 53095 Main Road Gerard P. Goehringer P.O.Box 1179 George Horning O Southold,New York 11971-0959 Ruth D, Oliv4 Chairwoman ��®� ��®�6 ZBA Fax(631)765-9064 Vincent Orlando / Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS RECEIVE[) TOWN OF SOUTHOLD 9,/51911V FINDINGS,DELIBERATIONS AND DETERMINATION 0 MEETING OF AUGUST 21,2003 - ;� Appl. No. 5331 - HELEN THEOHARIS Street&Locality: 1625 and 1745 Stars Road, East Marion soulbold Town Cleric County Tax Map ID: 1000-22-4-10 (Stars Manor#12); 1000-22-4-11 (Stars Manor#11). FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property consists of a total merged area of 40,786 sq.ft.,identified as 10 and 11 on Section 22, Block 4,of the Suffolk County Tax Maps. The land is vacant and is located at the intersection of Willow Drive and the west side of Stars Road in East Marion. This property is-a single, combined area that meets the l minimum code requirement for a lot size of 40,000 sq.ft,in this R-40 Low-Density Residential Zone District. BASIS OF APPLICATION: Article ll, Section 100-26, based on the Building Department's February 18, 2003 Notice of Disapproval stating that County Tax Map Parcel Numbers 10 and 11 are merged pursuant to Section 100-25 which states: "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty (50)feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements." RELIEF REQUESTED: Applicant requests a Lot Waiver to unmerge CTM 10 from.CTM 11, each with an area of 20,393 square feet and a minimum frontage of 119 feet along the west side of Stars Road. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on June 19, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence,the Zoning Board finds the following facts to be true and relevant: L REASONS FOR BOARD ACTION, DESCRIBED BELOW: Based on the testimony presented, materials submitted and personal inspection,the Board makes the following findings: 1. Grant of a waiver to unmerge a land area of 20,393 sq. ft. from the existing 40,786 sq. ft., 'is not consistent with lots in the neighborhood. Neighborhood lots to the west (CTM 31, 32, 28) of applicant's property consist of a minimum area 40,000 square feet, and each are improved with a single-family dwelling. The applicant's property is vacant land which has been in common ownership consisting of a total area of 40,786 sq. ft. since it was acquired in 1965, and up.to the present time. The southerly 20,393 sq. ft. portion of the existing 40,786 sq. ft. lot was never held in single-and:separate ownership at any time between 1965 and the present time, as confirmed by the title search prepared by Peconic Abstract, Inc. dated February 11, 2003. ` T f Page 2-August 21,2003 Appl. No. 5331 -Helen Theoharis 1000-22-4-10, 11 at East Marion Information was submitted by the applicant's attorney during the June 19, 2003 hearing that the applicant's husband Steve, 50% owner of the property, died in May 2002, at which time the applicant, Helen Theoharis, as surviving tenant by the entirety, is the 100% owner in title. It was also noted that the applicant's situation requires her to obtain approvals to sell one of the former 1963 subdivision lots, and she wishes to retain the lot for her family's use. Although the former subdivision map of Stars Manor shows the applicant's property in 1963 as two lots (#12 and #11.), the property has contained a total area of 40,786 sq. ft. area under the zoning code provisions dating back to at least 1978, requiring single-and-separate ownership. The 20,393 sq. ft. size for which this waiver of merger is requested was not on any subdivision listed on the Town's Lists of Excepted Lots in effect since 1979. Less than 39% of the lots in the immediate area (adjacent to this property shown on the.'1968 subdivision map of Stars Manor and adjacent to this property shown on the subdivision map of Highpoint at East Marion, Section Two, Inc.") are.improved with dwellings. 2. Proof was not submitted to show that a waiver will avoid an economic hardship. The town's assessment records show that the applicant(s) in 1965 acquired the vacant lands by deeds with a value of$2,000 for each ($4,000 for 40,796 sq. ft. of land). The record does not demonstrate proof that there were good faith intentions, since 1965, to separate or maintain the properties as separate lots or any good faith intention to build two separate dwellings on the two 1963 subdivision lots, since 1965, except that a contract of sale was entered into September 27, 2002 to sell CTM 10 for$132,000. During the June 19, 2003 hearing, it was confirmed by the attorney for the applicant(s)-that it- was not until 2002, when the applicant's husband died, that the lot was placed on the real estate market for sale. There also was no proof demonstrated to show the value of the property as exists-to support applicant's claim of economic hardship, except a copy of the 2002-2003 tax bill to show a tax levy of$446.47 for CTM 22-4-10, the northerly half of applicant's property. There is no proof demonstrated in the record to show that the southerly portion of the - applicant's property was maintained continuously as two separate building lots. No application to an agency for building or other approvals was filed by the owners since 1965, and no information to show good faith intention to separate ownership or otherwise separately maintain the 1963 subdivision lots during the last 38 years was offered. 3. No evidence was submitted by applicant with regard to environmental impacts and potential effects under Section 100-26A(4). A majority of the lots in the area (53%) are either vacant or vacant as merged with the adjacent improved lots. At least 47% of the lots in the immediate area (CTM 22-4-1, 2, 3, 5.2, 5.3, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, combined #23+24;25, 26; CTM 22-5-23, 24, 25, 27, 28, 31, 32:) are already developed and improved. The Board is not willing r - Page 3—August 21,2003 Appl. No.5331 —Helen Theoharis 1000-22-4-10, 11 at East Marion 'to create additional lots that are merged with adjacent properties for an increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects. 4. Information was submitted to show that the property does not require fill or change in the present grade, and natural details and character of the contours and slopes are no different than others in the neighborhood. RESOLUTION/ACTION: On motion by Member Oliva, seconded by Member Orlando, it was RESOLVED, to DENY the requested Lot Waiver to unmerge CTM 22-4-10 from CTM 22-4-11, as applied for. VOTE OF THE BOARD: AYES: Members Tortora (Chairwoman), Goehringer, Horning, Orlando, and Oliva. This Resolution was duly adopted n), Q. RUTH D. OLIVA, CHAIRWOMAN 10-31-03 Approved for Filing F 4 + 1 l I IIIIIII IIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII IIIIII IIIII IIIII Illl IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 11/17/2023 Number of Pages: 4 At: 8:57:10 PM Receipt Number: 23-0146636 *ELECTRONICALLY RECORDED* Transfer Tax Number: 23-11697 LIBER: D00013226 PAGE: 323 EXAMINED AND CHARGED AS FOLLOWS Deed Amount $526,620.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $400.00 NO Mansion Tax $0.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Comm.Pros $11,290.50 NO Transfer Tax $2,108.00 NO Transfer Tax Number: 23-11697 Fees Paid $14,118.50 Tax Map Number (s) : 1000-022.00-04.00-010.000 1000-022.00-04.00-011.000 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County RECORDED NumbL?rof Pages 4 11/17/2023 8:57:10 PM VINCENT PULEO CLERK OF This€it}f:.%afilent will be public SUFFOLK COUNTY ren*r'. Plem-a€e;riove aft L D00013226 Social Security Numbers P 323 (^dor'to recordiix , 23-11697 Dead#Mortgage Instrument Lead 1 Mortgage Tax Stamp Recording!Filing Stamps FEB Nge/Filing Foe Mortgage Rant. 1.Basic Tax Handling 20, 00 2. Additional Tax TPS84 5.00 SubTotal Notation 0.00 Spec,.Assit. or EA 5217(County) 5.00 Sub Total 50.00 Spec./Add. EA•52W(State) 250.00 TOT,MTG,TAX R.P.T.S.A. 400.00 Dual Town Dual County t Held for Appointment Comm.of Ed. 5. Go �� Transfer Tax 2,108.00 Affidavit ` '` Mansion Tax 0.0 0 Certified Co 000 The property covered by this mortgage is E7Y . or brill be improved by a one or two NYS Surcharge 15, 00 670.00 family dmitfng only. Sub Total YES or NO Other 720.00 Grand Total If NO,see appropriate tax clause on page# of this Instrument. 4 Dist. Section Block Lot 9 Commur�ty Preservation Fund 23046983 526,62 0.0 0 8in;1 Property r i000-o22:oo-04:0o-o :ono Consideration Amount$ TaxServlce P S Agency 71i772023 C;FF t'ax Dtie 11,290.50 Verification Improved a 15 aCr OnS �rf�eSz a ease$ {5 rope Hers 81 rRC,j re55 RECORD&Rc+URN70z Vaoantland x Kxpress Abstract Services, Inc_ Tp 10 2047 Victory Blvd TDB Staten Island NY 10314 TD� Mai Ito: Vincent Puleo,Suffolk County Clerk 7 Title Company Information 310 Corder Wvo, Riverhead, NY 11901 Co.Rome www,suffolkcountyny.govicterk Title# Suffolk ounty Reco,rdfing & Endorsementage This page forms pad of the attached DEED made �y: (SPECIFYTYPEOF INSTRUMENT) The prernises herein issitquled in SUFFOLK COUNTY, NEW YORK. TO In the TOWN of SOUTH01D I n the V€LtAGE or HAMLET of BOxE' s. 6 THRU 8 MU5T BET YPEID OF PRINTED I BLACK iNK ONLY PRIOR To PECORDINC OR FILING. av IMPORTANT NOTICE If the document you've just recorded is your SATISFACTION OF MOR TGAGE, please be aware of the following. If a portion of your monthly mortgage payment Included your property taxes,'"you will now need to contact your Iocal Town T ax Receiver so th at you may be gilled directly for all future property tax statements. Local property taxes are payable twice a year: on or before January 10v, and on or before May 31n. Failure to make payments in a timelyfashion could result In a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver o€Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst, N-Y. 11757 Riverhead, N-Y_ 11001 (631)957-3004 (631)727-3200 Brookhaven Town Receiverof Taxes Shelter Island Town Recelverof Taxes One Independence Hill Shelter Island Town Hall Farmingville,N.Y.11736 Shelter Island,N.Y. 11964 (631)451-9009 (631)749-3338 Easthampton Town Receiverof Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton,N.Y. 11937 Smithtown,N.Y. 11787 (631)324-2770 (631)360-7610 Huntington Town Receiverof Taxes Southampton Town Receiverof Taxes 100 Main Street 116 Hampton Road Huntington, N.Y, 11743 Southampton, N.Y.11968 (631)351-3217 (631)283-5514 Islip.Town Receiverof Taxes Southold Town Receiverof Taxes 40 Nassau Avenue 53095Main Street Islip, N.Y. 11751 Southold, N.Y. 11971 (631)224-6580 (631)765-1803 Sin cerely, Vincent Puleo Suffolk County Clerk 12-0104-00AMu Bargain and Sale Deed,with Covenant against Grantor's Acts—Individual or Corporation(Single Sheet) a I p CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRIMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE,made the 1511 day of September,in the year 2023 BETWEEN Anthony Thoeharis residing at 79-10 341h Ave,Jackson Heigh',-,NY 11372,Anna Arabos a/k/a Anna Stavros Arabos residing at 3421vy Ave,Westbury,NY 11590 and Suady Theohar''is surviving spouse of Bill Theoharis residing at 7 Sonata Court,Lake Grove,NY 11755 *individually and party of the first part,and Speonk Land Development LLC with address at 51020 Main Road,Southold,NY 11971 party of the second part, WITNESSETH,that the party of the first part,in consideration of dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain lot,piece or pa cel f land,with the buildings and improvements thereon erected,situate,lying and being in the See At+acl Sc�ec�oie A TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: (/nthony Theoharis R Anna a7bjo alk/a AhnnaStavros By Helen Nitsa Marina Hatzioannides-110 a S- S�Theoharis � jobb To berecOrded SCC f-. boa,00 Simultaneously herewith LD f-9 0 10,0 00 arl. oao ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE State of New York,County ofNassau,as: State of New York,County of Nassan,ss: On the 15th day of September iin the year 2023,befort the On the 15th day of September in the year 2023,before me,the undersigned,personally appeared Anthony Theoharis an pane undersigned, personally appeared Suady Theoharis,personally f llLtri A q Hataoannides,personally known to me or proved to me on the known to me or proved to me on the basis of satisfactory basis of satisfactory evidence to be the individual(s) whose evidence to be the individual(s) whose name(s) is (are) name(s) is (are) subscribed to the within instrument and subscribed to the within instrument and acknowledged to me that acknowledged to me that helshalthey executed the same in hetshe/they executed the same in his/her/their capacity(ies),and his/her/their capacity(ies),and that by his/her/their signature(s) that by his/her/their signatures) on the instrument, the on the instrument,the individual(s),or the person upon behalf of individual(s), or the person upon behalf of which the which the individual(s)acted,executed the instrument individual(s)acted,executed the instrument NOTARY P B IC NOTARY PU13LFC MARIA SPILABOTTE MARIA SPILABOTTE NOTARY PUBLIC-STATE OF NEW YORK NOT0Y PUBLIC-STATE OF NEW YORK No.01 SP6018348 No.OiSP6018348 Qualified in Suffolk County Qualified in Suffolk County MV Commission Expires 01-11-20V�—, pfy Commission Expires 01-11-20V37 ACKNOWLEDGEMENT BY SUBSCRIBING WITNESS ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK TAKEN IN NEW YORK STATE STATE State ofNew,York,County of , ss: State of ,County of , ss: On the day of in the year ,before me,the On the day of in the year before me undersigned,a Notary Public in and for said Stab,,personally the undersigned personally appeared personally(mown to appeared , the subscribing witness to the foregoing me or proved to me on the basis of satisfactory evidence to be instrument,with whom I am personally acquainted,who,being the individual(s)whose manes)is(are)subscribed to the within by me duly swom,did depose and say that hetshe/they reside(s) instrument and acknowledged to me that hetshe/they executed in (if the place of residence is in a city,include the street the same in his/her/their capacity(ies), that by his1herAheir and street number if any,thereof);that he/she/they know(s) signatures)on the i nstunient,the individual(s)or the person to be the individual described in and who executed the upon behalf of which the individual(s) acted, executed the foregoing instrument;that said subscribing witness was present instrument, and that such individual make such appearance and saw said execute the same;and that said witness at before the undersigned in the (add the city or political the same time subscribed his/her/their name(s) as a witness subdivision and the state or country or other place the thereto. acknowledgement was taken). i NOTARY PUBLIC NOTARY PUBLIC Bargain& Sale Deed COUNTY.Suffolk With Covenants TOWN/CITY.I=tMadoe Anthony Theoharis,Aana Arabos a/Wa Anna Stavros Arabos and pP�C,7 ludo=RESS:1625 and 1745 Stets Road INT SuadyTheohals SECTION:02-00 TO BLOCK 04.00 Speonk Land Devebpment LLC LOT:011.00&010.00 Title Company: Title Number: RETURN BY MAIL TOO 1020 THIS FORM IS DISTRIBUTED BY 51020aC.Moan 14fe5iltosd South,ld,NY 11971 JUDICIAL T1TL8 T:800-281 TITLE F:NO-FAX4LM6 EXPRESS ABSTRACT SERVICES INC. As Agent for COMMONWEALTH LAND TITLE INSURANCE COMPANY SCHEDULE A Description Title Number: L581620-S AMENDED AS OF MAY 17, 2023 DISTRICT: 1000 SECTION: 022.00 BLOCK: 04.00 LOTS: 010.000 & 011.000 ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Hamlet of East Marion, Town of Southold, Suffolk County, New York, known and designated as Lot No. 11 and 12 on a certain map entitled "Stars Manor" and filed in the Suffolk County Clerk's Office on September 19th, 1963 as Map No. 3864. BEGINNING at the corner formed by the intersection of the westerly side of Stars Road and the northerly side of Willow Drive; RUNNING THENCE North 23 degrees 17 minutes 51 seconds West 239.00 feet to a point; THENCE South 66 degrees 42 minutes 09 seconds West 172.08 feet to a point; THENCE South 23 degrees 59 minutes 01 seconds East 239.02 feet to a point; THENCE North 66 degrees 42 minutes 09 seconds East 169.22 feet to the point or place of BEGINNING. TOGETHER with a right of way over the extension and then westerly of Stars Road from the northerly portion thereof as shown on said map of Cedar Drive; TOGETHER with a right of way over a 50 foot private road from the easterly end of Aquaview Avenue easterly about 334 feet to the easterly boundary of land now or formerly of Stars. TOGETHER with a right of way 35 feet wide from said 50 feet private road southerly, about 275 feet to Stars Road. TOGETHER with the right to use, in common with others, a strip of land 40 feet in width, the westerly line of which is the easterly boundary of land formerly of Lenz and which runs from the northerly line of said 50 foot private road northerly, about 275 feet to Long Island Sound. TOGETHER with the right to use, in common with others, a parcel of beach about 40 feet by 90 feet lying easterly from the above described 40 foot right of way. 4 Generated by REScheck-Web Software CNJ/ Compliance Certificate Project 2023 017 Oasis 2-R-54 Energy Code: 2028 IECC el N•°•••s Location: Southold, New York ?��4•°0�� •°•, d Construction Type: Single-family ��1+� Project Type: New Construction Orientation: Bldg. faces 180 deg. from North , Conditioned Floor Area: 4,613 ft2 sagas ®A�f'e Glazing Area 11% •�4�•'•°��So��, Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Willow Drive Modern Age Home Builders, LLC Jerry D'Amaro East Marion, New York 11939 3080 Route 112 D'Amaro Engineering Suite C 20 Mariposa Lane Medford, New York 11763 Manorville, New York 11949 631-569-4513 631-878-7808 peter@modernagehomebuilding.co m Compliance: Passes using performance alternative Compliance: 1.5%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. Perimeter Ceiling: Flat Ceiling or Scissor Truss, 473 -39.0 0.0 0.030 0.026 ..14 12 Ceiling: Cathedral Ceiling 1,540 39.0 0.0 0.027 0.026 42 40 Wall-Front Main:Wood Frame, 16" o.c. 1,008 15.0 5.0 0.053 0.060 42 48 Orientation: Front Door-Front:Solid Door(under 50%glazing) 34 0.230 0.320 8 11 Orientation: Front - Window Front:Vinyl Frame SHGC: 0.27 179 0.300 0.320 `54 57 Orientation: Front Wall-Front to attic:Wood Frame, 16"o.c. 33 15.0 0.0 0.077 0.060 3 2 Orientation: Front Wall-Front gables:Wood Frame, 16"o.c. 84 13.0 5.0 0.057 0.060 5., 5 Orientation: Front Wall-Right Side Main:Wood Frame, 16"o.c. 179 15.0 5.0 0.053 0.060 9 11 Orientation: Right side Wall-Right Side to gar:Wood Frame, 16"o.c. 237 15.0 0.0 0.077 0.060 17 13 Orientation: Right side Project Title: 2023_017 Oasis 2-R-S Report date: 08/25/23 Data filename: .Page 1 of 8 Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Door-to garage:Solid Door(under 50%glazing) 18 0.180 0.320 3 6 Orientation: Right side Wall-Right Side to attic:Wood Frame, 16"o.c. 90 15.0 0.0 0.077 0.060 6 5 Orientation: Right side Door:Solid Door(under 50%glazing)` 12 0.200 0.320 2 4 Orientation: Right side Wall-Right Side gable:Wood.Frame, 16"o.c. 116 13.0 5.0 0.057' 0.060 7 7 Orientation: Right side Wall -Back main:Wood Frame, 16"o.c.Orientation: Back 966 15.0 5.0 0.053 0.060 40 45 { , „ Door Back Glass: Glass Door(over 50%glazing) SHGC: 0.30 82 0.290 0,320 24 26 Orientation: Back Window:Vinyl Frame SHGC: 0.29 126 0.300 0.320 38. , 40 Orientation: Back Wall-Back to attic:Wood Frame, 16"o.c. 18 15.0 0.0 0.077 0.060 1 1 Orientation: Back Wall-Back to gar:Wood Frame, 16"o.c. 17 15.0 . 0.0 0.077 0.060 1 1 Orientation: Back Wall-Back gable:Wood Frame, 16" o.c. 40 13.0 5.0 0.057 0.060 2 2 Orientation: Back Wall-Left Side main:Wood Frame, 16"o.c. 677 15.0 5.0 0.053 0.060 34 39 Orientation: Left side Door-Side:Solid Door(under 50%glazing) 18 0.170 0.320 3 6 Orientation:.Left side Window:Vinyl.Frame SHGC:,.0.27; 12 0.300' -0.320 4 4, Orientation:�Left side Wall-Left Side to attic:Wood Frame, 16"o.c. 3 15.0 0.0 0.077 0.060 0 0 Orientation: Left side Wall-Left Side gable: Wood Frame, 16"o.c. 116 110 5.0 0.057 0.060 7 7 Orientation:Left side Floor over garage:All-Wood Joist/Truss 18 19.5 0.0 0.047 u47 1 1 Basement: Solid Concrete or Masonry Orientation: Back Wall height: 3.1' 592 0.0 11.0 0.069 0.059 41 35 Depth below grade: 2.5' - Insulation depth:3.1' Mechanical Eq:uiprrient Description Fueltype Efficiency Air Conditioner 16 SEER Furnace 96.6 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the man ory equire is list in the REScheck Inspection Checklist. 9 Jerome T. D'Amaro II Name-Title Signatur Date President, D'Amaro Engineering and Surveying, P.C. Name-Title Signature Date Project Title: 2023_017 Oasis 2-R-S Report date: 08/25/23 Data filename: Page 2 of 8 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. Section Plans'Verified '.',Field Verified ;# Pre Inspection/Plan Review. Complies' Comments/Assumptions ;& Req ID Value•, Value 103.1, ;Construction drawings and '❑Complies :Requirement will be met. 103.2 !documentation demonstrate '"''ADoes Not [PR1]1 !energy code compliance for the iJ :building envelope.Thermal ❑Not Observable ; ,envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, ;documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems ❑Not Observable !Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies. !Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr El Does Not [PR2]2, on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable �. Manual J or other methods Btu/hr Btu/hr :❑Not Applicable approved by the code official. , Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 2023_017 Oasis 2-R-S Report date: 08/25/23 Data filename: Page 3 of 8 Sectioh ' , Piins.Verified Feld Verified FoUndationI9spection Complies?, omm eits/Ass�unptions Value Value 402.1.1 1 Conditioned basement wall R- R-_ :LJComplies See the Envelope Assemblies [F04]1 :insulation R-value.Where interior:; CIDoes Not table fb�values. :insulation is used,verification R- R- I (9 1 1 :,E]Not Observable may need to occur during UNot Applicable !insulation inspection. Not :required in warm-humid locations: in Climate Zone 3. 303.2 !Conditioned basement wall = ElComplies Requirement will be met. [F05]1 :insulation installed per E]Does Not ;manufacturer's instructions. (0) EINot Observable EINot Applicable 402.2.9 1 Conditioned basement wall ft —ft ;.ElComplies ;See the Envelope Assemblies [F06]3. !insulation depth of burial or PDoes Not- table for values. distance from top of wall. :.E]Not Observable UNot Applicable 303.2.1 A protective covering is installed Elcomplies ;Exception: Requirement is to protect exposed exterior ElDoes Not not applicable. insulation E]Not Observable and extends a minimum of 6 in. below grade. EINot Applicable 403&� Snow El and ice-melting system ❑Complies Exception: Requirement is controls installed. y.. ElDoes Not not applicable. E3Not Observable EINot Applicable. Additional Comments/Assumptions: 11 High Impact(Tier 1) �2' Medium Impact(Tier 2) J Low impact(Tier 3) Project Title:2023-017 Oasis 2-R-S Report date: 08/25/23 Data filename: Page 4 of 8 a Section Plans Verified' Field Verifietl " #, Framing/Rough-In Inspection value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table forvalues., [FRl]1 ; f u ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope assemblies 402.3.1, 1 average). ;❑Does Not ;table for values. 402.3.3, b Not Observable 402.5 ;❑ [FR2]1 :❑Not Applicable 0 9 303.1.3 U-factors of fenestration products ❑Complies, ;Requirement will be met. [FR4]1 are determined In accordance `>❑Does Not :with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier f ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. V ❑Not Observable ; ❑Not Applicable j 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code "❑Not Applicable limits. 402.4:5.. IC-rated recessed lighting fixtures ❑Complies !Requirement will be met. [171116]F sealed at housing/interior finish r. ❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. ❑Not Observable ; "w❑Not Applicable 405.2 ;AII ducts in unconditioned spaces ; R- ; R- ❑Complies ;Exception: Ducts located [FR25]1 :or outside the buildingenvelope T❑Does Not completely inside the ;are insulated to?R-6. 1 :building envelope. v ; ;❑Not Observable ; ❑Not Applicable 403.3.5 - Building cavities are not used as 1. ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. X " ❑Does Not ❑Not Observable ❑Not Applicable 403.4 '., HVAC piping conveying fluids ; R- ; R- ;❑Complies ;Requirement will be met. [FR17]3 above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R-3. 1 ; ❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Exception: Requirement is [FR24]1 piping. ❑Does Not not applicable. s ❑Not Observable ❑Not Applicable 403:6 Automatic or gravity dampers are „ ❑Complies :Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not j intakes and exhausts. - ' ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: 2023_017 Oasis 2-R-S Report date: 08/25/23 Data filename: Page 5 of 8 r Section ` Plans Verified Freld Verifietl Insulation Inspection Complies Comments/Assumptions` V < Req.ID, alue Value 303.1 All installed insulation is labeled F ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- f ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ; ❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel tlNot Observable 1 :❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable , 00 underside of the subfloor,or floor framing cavity insulation is in x;'❑Not Applicable contact with the top side of ¢` ;sheathing,or continuous ; insulation is installed on the r' ; underside of floor framing and f :extends from the bottom to the top of all perimeter floor framingr ;members. 1r "s 402.1.1, :Wall insulation R-value. If this is a: R- ; R- ' ;❑Complies ;see the Envelope assemblies 402.2.5. !mass wall with at least%of the ❑ Wood Wood ❑D; oeNot ;table for values. ❑ s 402.2.E wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation ; ; requirement applies(FR10). ;❑ Steel ❑ Steel :❑Not Applicable 303.2 ;Wall insulation is installed per 6,❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. s ❑Does Not I t4 t- i - , ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ,•2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2023_017 Oasis 2-R-S Report date: 08/25/23 Data filename: . Page 6 of '8 ion ` ,Final Verified Inspection Orbv ons., - es? Comments/Value Assumptions &,Reqiue '402.1.1, ,Ceiling insulation R-value. R- R- :LJComplies :See the Envelope Assemblies 402.2.1, Wood ❑ Wood :E]Does Not table for values., 402.2.2, ❑ Steel ❑ Steel !E]Not Observable 402.2.6 [FlI]1 ;MNot Applicable 303.1.1.1,1 Ceiling'in'sulation installed per DComplies Requirement will be met. 303.2 manufacturer's instructions. E]Does Not [F12]1 !Blown insulation marked every 300 ft2. EINot Observable i El Not Applicable 40.2.,2.3, Vented attics with air permeable ElComplies Exception: Requirement is insulation not applicable. [F122]21include baffle adjacent E]Does Not to soffit and eave vents that extends over insulation. EINot Observable tl EINot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 :E]Complies Requirement will be met. EF11711 ach in Climate Zones 1-2,and PDoes Not <=3 ach in Climate Zones 3-8. :E]Not Observable ;E]Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 �,E]Complies ;Exception:All ducts and air [F[27]1 determine air leakage with ft2 ft2 CIDoes Not !handlers are located within either: Rough-in test:Total tlNot Observable conditioned space. leakage measured with a !pressure differential of 0.1 inch :E]Not Applicable' w.g. across the system including !the manufacturer's air handler I 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 I including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfM/100 �,E]Complies ;Exception:All ducts and air [F14]1 cfm/100 ft2 across the-system or ft2 ft2 UDoes Not .:handlers are located within <=3 cfm/100 ft2 without air I :conditioned space. handler @ 25 Pa. For rough-in []Not Observable !tests,verification may need to 1EINot Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ElComplies ;,Requirement will be met. [F124]1 !by manufacturer at<=2%of Does Not design airflow. EINot Observable N EINot Applicable 403.1.1, Programmable thermostats ,ElComplies I Requirement will be met. [rlg]2- installed for control of primary T]Does Not heating and cooling systems and initially Ily set by manufacturer to E]Not Observable code specifications. r []Not Applicable 403.1.2 Heat pump thermostat installed s r E]Complies :Exception: Requirement is ,[FI10]2 on heat pumps. E]Do es Not ;not applicable. EINot Observab le EINot Applicable 403.5-A Circulating service hot water N OComplies Exception:Requirement is E]Does Not not applicable. 111]2 systems have automatic or accessible manual controls. EINot Observable EINot Applicable IAII mechanical ventilation system 408-.6L.1 ElComplies Requirement Will be met. ,[F125]2 fans not part of tested'and listed F, []Does Not HVAC equipment meet efficacy ONot Observable and air flow limits per Table R403.6.1. EINot Applicable I I High Impact(Tier 1) 1, 2 1 Medium Impact(Tier 2) [.I]Low impact(Tier 3) Project Title: 2023-017 Oasis 2-R-S Report date:,. 08/25/23 Data filename: .. Page 7 of 8 w . ;; Sec#IOrI az Z k . Pains Ver�f�edzzFleld 1/erlfled � r Final Inspection Problslons Comp4ies� ry Comments/Assume#ions E '� 403'.2 Hot water boilers supplying heat F t'+ f❑Complies-., Exception: Requirement is (FI26]2 through one or two-pipe heating a ' ❑Does Not not applicable. systems have outdoor setback [--]Not Observable control to lower boiler water x'<a ❑Not Applicable temperature based on outdoor = r temperature. i r �., . ✓ u. ; 403:5 1:1''Heated water circulation systems ❑Complies :Exception: Requirement is 117I28F have a circulation pump.The ;' 7� r ro r ❑Does Not not applicable. system return pipe is a dedicated Q -J �; , ;' , n � ❑Not Observable return pipe or a cold water supply rs FE ❑Not Applicable sypi e.Gravityand thermos- � r r „* f a� hon circlation systems are , not present. Controls for err r u t" circulating hot water system pumps start the pump with signaler for hot water demand within the 4r •` occupancy. Controls i automatically turn off the pump ; >� ;.� when water is in circulation loop is at set-point temperature and y fiFrt,` a• rrx.o e,�. M1 ;.Y"m ,�' d �i«+,, reYV no demand for hot water exists. 403;'S 1 2 Electric heat trace systems ` ' {` p ❑Complies :Exception: Requirement is �5 " '' v s t # rrr " z b7: f' ;flot applicable. [F129]? comply with IEEE 515.1 or UL m , ❑Does Not 515'.Controls automatically El Not Observable adjust the energy input to the heat tracingto maintain the ❑Not Applicable desired watr temperature in the ° .t i l 3 X i ! Y 4 Y F. E 3r.. 1 403'S 2 ' Demand recirculation water a £ ❑Complies Exception: Requirement is (F130]� systems have controls that s � , � ��` `El Not :not applicable. manage operation of the pump g 1¢' and limit the temperature of the b r" ❑Not Observable ; water entering the cold water t f f j ❑Not Applicable piping to<= 1049F. s 403.5 4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI31]2tested in accordance with CSA nw ¢z ❑Does Not not applicable. l B55.1. Potable water-side Kw "w ° pressure loss,of-drain water heat at r { ' �{ ❑Not Observable ; at recovery units<3 psi for h � w ry �, r ❑Not Applicable' individual units connected to one t z 2 or two showers. Potable water- f side pressure loss of drain water #" heat recovery units<2 psi for r ; individual units connected to ;three or more showers. 404.1 190%or more of permanent s ❑Complies ;Requirement will be met. [FI611 Mixtures have high efficacy lamps ❑Does Not ❑Not Observable a ' ` ❑Not Applicable 404.E I Fuel gas lighting systems have �;. f s • ❑Complies ;Requirement will be met. [FI2333 no continuous pilot light. � � � Does Not �r ❑NOt Observable : r r ❑Not Applicable 401:3 Compliance certificate posted. ❑Complies ;,Requirement will be met. a . Y [F171 r x � a• �, , •❑Does Not • ❑NotObservab'le 'a ❑Not Applicable 303:3 Manufacturer manuals for, t ❑Complies :Requirement will be met. (F118]3 mechanical and water heating }, ,' z, �� M" ' �� ::]Does Not systems have been provided. k u ❑Not Observable ❑NotApplicable Additional Comments/Assumptions: 11 High Impact(Tier 1) „2r Medium Impact(Tier 2) ;3 Low Impact(Tier 3) Project Title: 2023_017 Oasis 2-R-S Report date: 08/25/23 Data filename: Page 8 of 8 LIKAIA L. K. McLean Associates, P. C- ❖ 437 South Country Road - Brookhaven - New York - 11719 (631)286-8668 - FAX(631)286-6314 ❖ 25 Newbridge Road - Suite 212 - Hicksville - New York - 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P.E. VINCENT A.CORRADO,P.E. TAMARA L.STILLMAN,P.L.S. September 26,2023 Town of Southold E C E Building Department 54375 Main Road, P.O. Box 11 SEP 2 g 2023 Yaphank, NY 11980 Re: 1625&1745 Stars Rd,East Marion,NY,11939 S.ullding DepartMPnt Letter Requesting Building Permit Town of southo d LKMA Project#:23074.000 SCTM:1000-022.00-04.00-011.000&010.000 To Whom It May Concern: In order to obtain a building permit for a property located at 1625 & 1745 Stars rd, East Marion, NY, 11939, we are submitting the following: • (1)Original Building Permit Application:Signed and Notarized • (1)Original Signed Survey • (4)Original Signed Sets of Architectural Drawings • (1)Copy of SCDHS Approved Plans a (1)Original ResCheck, Manuals, HVAC loads,etc. 0 (1)Signed Stromwater Management Plan • (1)Stormwater management referral form Thank you in advance for your consideration. Should you have any questions please do not hesitate to call me at (631) 286-8668. Very truly yours, Christopher F. Dwyer,Assciate L. K. McLean Associates,P.C. CFD:fp Enc(7) Cc: Speonk Land Development LLC w/enc. LKMA File Copy TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 D MA`f - 6 2025 artment LKARA $ut9d�n o�southold L. K.McLEAN ASSOCIATES,P.C. LETTER OF TR��NSMITTAL CONSULTING ENGINEERS DATE: 05/05/25 PRO1 NO.:. 23074.000 437 SOUTH COUNTRY ROAD ATT: To Whom It May Concern BROOKHAVEN,NEW YORK 11719 RE: 1625 Stars Road,East Marion TO: Town of Southold Building Department 54375 Main Road Final CO Documents for 1625 Stars Road,East PO Box 1179 Marion,NY 11939 Southold,NY 11971 We are sending you Fx Attached Under separate cover via the following items: Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Other: Copies Date No.Sheets Description 1 5/5/2025 2 Electrical Certification 1 5/5/2025 1 Insulation Letter 1. . 5/5/2025 1 Plumber Certification 1 5/5/2025 2 HERS Cert./LIPA 1 5/5/2025_ 1 SCDHS Final Approval These are transmitted as checked below: Approved as Noted Resubmit X For Approval For Your Use Returned for Corrections Copies for Approval Copies for Distribution As Requested ' Submit Make Corrections as Noted' No Exception Taken Other: For Review and Comment Prints Returned After For Bids Due Loan to Us REMARKS: Copy To: LKMA File Signed: Christopher F.Dwyer,Vice President(Auth.Agent) a.`.J LAND N F >. SITE PLAN DATA PELAGIA VOUMVOURAKIS & •• THEMISTOKLIS VOUMVOURAKIS PROJECT DEVELOPED SPEONK LAND DEVELOPMENT LLC LOCATION �� ' F ° ; . w WELL WATER N 23 59 01 W 239,02 1625 & 1745 STARS RD. EAST MARION, NY, 11939 r,I , ? , .. 1000-022.00-04.00-010.000 & 011 .000 r " .� ... r �--- SITE AREA: 40 785 SF �0.936 ACRES : LIMITS OF GRADING: 27,125 SF /0.623 ACRES f I � //^^ �,�--,� ��...�..,�,..�>�_, ..��.., _- .._,.y`.�-�_ .�.re/�••�_ �� `�`t (""� FILED MAP L 1fVE 119 02 , • f ._- k b i ------------- Y f. 120 1 _�- ♦ 15 SIDE YARD SETBACK - ,` PROPOSED 37.7 , k SILT FENCE ♦ STORMWATER DRAINAGE AS DETAILED (TYP.) �• DW31 \ ♦♦ CALCULATIONS: :ti X ` LATIONS -- ♦ m » PROPOSED DRAINAGE CA, CULATIONS: '? 01':;',xoh,�,ita�us* S - ♦ p (2 RAIN EVENT) - .,r PROPOSED DRAINAGE �'♦ :€ rm X ASPHALT DRIVEWAY (DW(� µ; STRUCTURE F R POOL ♦ / r m-Z IMPERVIOUS (ASPHALT) = 1,455 SF 242.5 CF REQUIRED ♦ ? r p C= 1 455 X 1 = 1 - r j / BACKWASH ♦ I w O ( ' " )» .455 8 0 DRYWELL- 242.5 CF�4225 GF/VF= 5.73 VIE = 242.5 CF PROVIDE: (1)80 LEACHING STRUCTURES ®6' DEPTH I � Z 1.455 X 2 AINF 71> 'i/: . �' 1 € = ;0 p C IMPERVIOUS (ROOF) - 2,300 SF ROOF (DW2) ; ,. b_ r, L i 148.5 C=(2,300 X 1)- 2,300 383.33 CF REQUIRED ` 2.300 X 2%12" ( NFAL ) 383.33 CF $�1?RYWELL- 383.33 CF 42 25 CF/VF= 9 07 VIE 1 i D PROVIDE: (1)80 LEACHING STRUCTURES 010' DEPTIj ,'A:) 1 '1 r 4.....• 1 FE J i 1 Z 71 LOCATION MAP 2 STY. 4 PATIO r_,1 N.T.S. �` / 1 L�� l LP BEDROOM � � I D � � f RESIDENCE r•; f/ / , W/ UNFINISHED ` � 1 1 n " O '? O ' BASEMENT 1 �! 8" THICK REINFORCED CONCRETE COVER O 0\ PROPOSED BUILDING n F.F.=37.75 n o '� ^ 1 p CONCRETE SLAB BELOW GRADE m / E ---- PROPERTY LINE /r`r I �!I > > SURFACE AS PER SITE PLA[7 i pp / / 1 CD / E E -- 11.0 - EXISTING CONTOUR qa PROPOSED CONTOUR �^� 1 p �. OOQ PROPOSED CEN5 I/A TANK 20'x40' N RECAST CONCRETE DMO PROPOSED DISTRIBUTION SAMPLING MANHOLE tB 3r POOL c� - / N4 CHIMNEY •Co PROPOSED SANITARY CLEAN OUT Q ' % r> 1 © III PROPOSED PIPE FOR MAC R AIR BLOWER Q 1 W PROPOSEDV A , y- ! LIMIT OF GRADINGE / i 1 z ®® ® ®® ® AS PER MANUFACTURERS REQUIREMENTS OH PROPOSED O.H. ELECTRIC �,�� €, r7 g IIIII_ 8" ADS DRAINAGE PIPE V PROPOSED 2-1 2"0 HDPE VENT PIPE ' t `: , t �� � :6d °®®® ® 6" ADS DRAINAGE PIPE FOR E PROPOSED U.G. ELECTRIC �V j Q1 � � " TRENCH DRAIN ONLY. GARAGE ( ®®®®w `��� PROPOSED SANITARY LEACHING POOL F.F.=35.75 1 / z PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL SOIL STOCKPILE ' - I °® ® ® `�'� Nor I AREA 50V SF I I ✓: PATIO �, 1 Cy o °®® -s- PROPOSED SANITARY PIPE ~' i , v` IL °®® fl PROPOSED 8'0 DRAINAGE STRUCTURE Q I€ �., I I t,T i, 1 Q _ tn� i ( g a SERVICE - - - D I ,:.:, �' 1 - I 3__.__- ®® DTI -W-- PROPOSED WATER L- - I . nTn r I I I I -E- PROPOSED U.G. ELECTRIC SERVICE -OH- PROPOSED O.H. ELECTRIC SERVICE (A 1 >!� m 1 / \ _ CLEAN SAND & .� Cn W w I GRAVEL FILL. TEST HOLE LOCATION 3 1 I CI GROUND TI 5 1 I WATER -O- UTILITY POLE BLOCK ( - -- CLEAN SAND & ,•„y , \ � Z, /° - - 2'-0" Mi GRAVEL FILL. RECTANGULAR DRAIN INLET i DW2 ` I-= i /' i "% SECONDARY I c� 2 0" Mi 8' 0" Diameter 35 S RY FRONT- 1 I �/ � 1 i � TC TOP CURB ' 'r e%, - i, %%„: j YARD SETBACK I ' TYPICAL SECTION CAD LEACHING ��OOL (DW) E� EDGE OF PAVEMENT 56.5' / 1 I ® MAILBOX / . / J Soola:N74 SIGN �. i? ' 1 wa PROPOSED ..,; , ;. ; 1 x 0 UTILITY MANHOLE 2Y 1 CONCRETE / i' /'J EE A��� PROPOSED WELL r WASHOUT -j" ..:: CONSTRUCTED ENTRANCE 1 - p AREA AS ,.�- i:' 1 2 HEAVY DUTY BAR GRATE HOT DETAILED ;''- /e n�rL I / %_,,; /..' %` � � r•,1 I � ', li� � DIPPED GALVANIZED, 1.5" O.C. --•-�-,L .� 1 HOLE 4" 3/4" DIA. i ANGLE FRAME /./' r' ' / ' - 5 1 DEEP FOR Date: 4125123 °' CONNECTING DW 1 / 1 PIN 1 I \ A i A ^ " Dark brawn loam Of- � 3 4 i • ------- 119.00 F. -:.: - I. n... .,� � ... �.�•....,� °; / ,/,. �` �,..., .'�'..�'1�'_,✓'...,�`.•�_ •,�14`"�,�*-�t`''_.� I N •; VIEW ��,,.• n 1 END Brown silty and SM l •,..;.�,,,,� it PI20POSED- - / , ,. , ' `% / S 23 01 T51" E -,-- , - _ A TRENCH /ri /%.. „- .; „ 239.D0' I i F }.r,K Pt 01 tN"" _-.•..._ _-. - FI ;W 2 NOTES •- - -- "' ••.•.. CONCRETE DESIGN STRENGTH c7 EDGE j9F PA tVEIVEN'� C31, 4,000 PSI AT 28 DAYS 2. REBAR ASTM A-615 GRADE 60 _' 32' s I' IF P, 3. 'WELDED WIRE FABRIC ASTM A-185 ® 00 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING STARS READ (50' WIDE) SITE PLAN • U " , Pale brawn fine to coarse sand with gravel SW a SCALE: 1 =15 U 0 15 30 36" MINIMUM 2 x 2 4" SOLID MTOCK END WALL FOR INSIDE SECTION / P011IIS' ^ Feet a G FENCE POST SECTION A-A BUILDINGS: WOVEN WIRE FENCE TYPICAL TRENCH DRAIN -� EXISTING VACANT • o� (6 x 6 - 10 / 10 WWF PROPOSED 2 STORY RESIDENCE S :• m FILTER CLOTH DETAIL 17 W/ 4 BEDROOMS r, '� $COp N.T.S. *HIGHEST EXPECTED GROUNDWATER ® EL. 2.0 u SEDIMENT ON SITE **NO WATER ENCOUNTERED EROSION COUTROL NOTES: F13 SILT FElNGNG O �, TEST HOLE PERFORMED BY McDONALD GEOSCIENCE p EMBED FILTER CLOTH TEST HOLE GENERAL. NOTES MIN. 6" INTO GROUND ` 1. THE FOLLOWING TEMPORARY CONTROL MEASURES PERSPECTIVE VIEW 1. NO EXISTING SURFACE WATER WITHIN 100' SHALL BE CONSIDERED AS A MINIMUM. :: N.T.S. 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY : .•. NOTE: SYSTEM. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY "���r-•'•� ''`'c�''� � >>� � 4 r s 2. IN ADDITION '10 ALL SEDIMENTATION AND EROSION MAXIMUM DRAINAGE AREA , _--1 '� '' ^'"'"x K;b• -yr,'�``'`"• r ' ' Oil SYSTEM 1 2 ACRE 100 LINEAR FEET s t•. : . r y •;..3S.:z T;:: .a:+^[.• y"''iK y',..MR }:CONTROL MFJ�SURES SHOWN, THE CONTRACTOR / / �''fw ` '�3. NO LEACHING STRUCTURES WITHIN 10 OF SANITARY SYSTEM o r• •• ` ••�•�•-•� rT••: c :t SHALL COMPLY WITH ALL ADDITIONAL MEASURES xt.: z,+.,e .,; �•:a':c y" Nay_;N;,,, wa,4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. _�^ tag>:DEEMED NECESSARY BY THE ENGINEER PRIOR TO SECTION DETAIL • �,,�< �.;p- -i:..-'•r ,r r•. a DATE AND/OR DURING THE COURSE OF THE ``tiM "` `�`� `'•'' '`"' b BY � CONSTRUCTION. o ;`"''• '`��"�`,` •`"'• �="�'''�• `"• '� "� DESCRIPTION APPROV. BY SURVEY NOTES: .;..,mot-�•<� ~.: .i .,��hi o SILT FENCE DETAILS ' N �. ,:.�., r• :, :.�: �; a �:�. �. REVISIONS T ARE IN ACCORDANCE WITH U.S. STANDARDS. '� -•�;;�crr''.,..axr�w^ 1. MEASUREMENTS w..,;.•.N ;..�„��;>,: J,-s•, •?• •�•+'`rc. �.-•;�;....;.;.�.a:: 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON .`'� -�' ""``••= :'�'`^,r ^•?'f= s�� '`�;'-`:`'n c� THE PLANS SHALL BE INSTALLED PRIOR TO 1625 STARS ROAD +� ISLAND ZONE. DISTURBING ANY SOIL AS DIRECTED BY THE ROOF LEADER 10' 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. ENGINEER. THE CONTRACTOR SHALL MAINTAIN ALL OF COMPACTED ENTRANCE SE-BLEND(TYP. of N:oMPicTED a/N'STONE!!LEND OR N.Y. THE EDUCATION LAW OF THE STATE OF NEV PORK PROHIBITS EAST M A R I 0 N N Y 11939 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED TRANSITION STATE D.O.T.APPROVED R.C.A.FILL TO t3• ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS in SEDIMENT CONTROLS AND REMOVE COLLECTED O [� O M I ABOVE EXISTING GRADE FOR AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrS LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY CAST IRON CLEANOUT "T" w�E UNDER THE DIRECTION OF A LICENSED PROFESSIONAL NEW YORK STATE EDUCATION LAW. BRANCH WITH BRASS OR ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE h THE ENGINEER. COLLECTED MATERIAL SHALL BE PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND PROPOSED RESIDENCE 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF BRONZE THREADED PLUG DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION PLAN VIEW DRAWING AND/OR IN THE SPECIFICATION(NYS ED. LAW THE LAND SURVEYOR'S "EMBOSSED" OR "INKED" SEAL SHALL BE CONSIDERED TO AS DIRECTED BY THE ENGINEER. SAND BAG SECTION 7209-2). r(j BE VA''_ID TRUE COPIES. 4" CAST IRON PIPE O 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE 1% MIN. PITCH GRADE N ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS MAY OCCUR UNTIL ALL SEDIMENT CONTROL ::� O SHEER GBLE -\to N STO R M WAT E R MANAGEMENT PLAN I ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND MEASURES DEPICTED ARE IN PLACE, AND APPROVED = I-III- A A �� SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM BY THE ENGINEER. - r ROAD THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, NZ 0 GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN �� CONSIINCnON ENTRANCE-FOUNDATION OF COMPAcrED l L. K. CLEAN ASSOCIATES »C. o ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE A� s/,'STONE BLEND ABOVE N.Y.STATE D.O.T.FOR ORAL DE. r-- C�J FOR THE DURATION OF THE SITE WORK UPON 1:1 OR FLATTER SILT FENCING Frr Tot°'(min.)ANxnE ExNsrnc GRADE FOR tXNAa+ATf CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. COMPLETION OF WORK IN SEQUENCE. I I 8" ADS 0 0 SIDE SLOPE _ d 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. F"�- ---"'-i 8. THE SURVEY CLOSES MATHEMATICALLY. 5 _0 SLOPE 0 1% ELAN CROSS SECTION s�A D� � �� Designed By: MF/CFD scale: AS NOTED street No. n N ROOF LEADER DOWNFALL DETAIL CONCRETE WASHOUT DETAIL TEMPORARY CONSTRUCTION ENTRANCE �- Drawn By: MF Date: SEPT. 2023 SSIO�a C 1 (/) N.T.S. N.T.S. Approved By: RGD File No. 23074.000 - / LAND N / - - _ PELAGIA VOUMVOURAKIS& _ \. \ 1 THEMISTOKLIS.VOUMVOURAKIS / - LOCATION�i PROJECT / DEVELOPED i .�• �' WELL WATER ,/ � •• !Y S N 23��9'Of' W 239.02=— - lso RADIUS Final .' q c �.. NEIGHBORING WELL n i '!\<`�l YY�('�rYY•i', I --.-- 7- .. \� �r:"Y"Y- 771_l^ 1 fY r 1 Y r /120.00' `DW3SIDE YARD SETBACK Pk PROPOSED MAC'R'AIR \ ��' BIDWM MODEL MArMRn x z ON CONCRETE PAD To BE v ,i 150 N°I'?;�� j } (DW 7 (4- RADIUS FROM 1 HARDYnRED ro co rtROLLER t v y m �t 1 CONTROL PANE; Aor _ NEUA 4%ENCLOSURE /.•�FE�� yl PROPOSED' VENT W/ m LOCATION MAP C ti m CHARCOAL HUER.IB"M•H. MIN. N.T.S. FROM RDOOR: LP Mine,z sl ` / I ~ M �� I I 1` I J i ID _ Water lines must be inspected by the LEGEND ON 150•RADIUS FRD PROPOSED BUMING PROPOSED WELL I L / Cou nty only Dept.of Health Services. �1 I (631)852-5754,48 hours in -- Pam"LINE N ' PAW 150'-RADRS TO NEl(7®0t8NC SAWTARY STSrEa' i advance,to schedule inspection(s). i 150'RAINS TONEIGHBORING WF31 y ni o 7 _____—.. 11.0 EnsDNG CONTOUR I B r umi i -- -%-� -' I X � ,I'� J ... DOO PROPOSED CEN5 I/A TANK r ` I 70 _. DUO PROPOSED CO PROPOSED SANITARY ON/SAaPONG NAMiOLE 15 5 ST 8 jCLEAN OUT 1 O/ MIN. 011 PROPOSED PIPE F 1 OR MAC 7Y AIR BLOWER `v AS PER MANUFACTLIRERS REQUIREMENTS ( _ 20•.40' o —m—PROPOSFII Om.ELECTRIC 7 WELL AND.LATERAL MUST BE —•V=PROPOSED 2-1/2•0 HOPE VENT PIPE E �L!Obi j / / � I - 1 7 PROPOSED SANITARY LEACHING.POOL SHOWN ON FINAL SURVEY. P E�DN SANTRF,EAaAG PGA 2 STY. 4 ;fI —s—PROPS SANITARY PIPE i I0 i, R SIIDEN E / >+ O� � N\ PROPOSED 8'e DRAINAGE BR wntw I W/UNFINISHED ,� I 33 _v � (//I =� —t•--PROPOSED WATER SERVICE I _ BASEMEN o •/ I •� —PROPOSED U.a ELECTRIC SERVICE, _ F.F.=37.75 P`3`O�Ox aO:rRC sTMCE i PATIO / /. .Coy I ` TEST NIXE IDGTION ! � U RIIY POLE _ 35'SEC DARYYYFR-ONT _i �' , N;EimM BLOCK I YARD\MACK\ _ _ I - j fl A +• ® TOP C dun ORUK caET I r` (J 17 EDGE OF PAYDENT I wm 191" WELL Taaa 4rtvr.R L ASeOP?� 34 3 — — 12 0' — l a — 119,00' Ii I I 32 l' 1 P.faTmnksbmsmsatllsED�'GW STARS ROAD C50' WIDEN \ i I 1 /32 'HIGHEST'DIPECLFD GROUNDWATER O FL 2.0 .. "NO WATER ENCOUNTERED_ - 111 SITE E PLAN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES TMMCDONN`AELDPGGEOSCIEN EED� i o BUILDINGS: - EXIS<wG VACANT SCALE: 1"=30' g 0 15 ,0 PERMIT FOR APPROVAL OF CONSTRUCTION FORA TEST TS;_ { E FROPOSED 2 STORY RESIDENCE is F"' FAMILY RESIDENCE ONLY r W/4 BEDROOMS SINGLE RE 8/21/23 FP AS PER SCDHS COMMENTS DATED 8/21/23 CFD I c SITE DATA: - -- - ,7/26/23 FP AS PER SCDHS COMMENTS DATED 7/19/2S CFO„ SCTMB: _ 1000-022.00-04.00-010.000 k 011.000 _ .- - - DATE BY DESCRIPTION � _ APPROV. BY SITE AREAL 0.936 ACRE .. - - w "GENERAL NOTES _ DATE. 9/1 9/23- .S F O. R-23-0827 REVISIONS 0 1. NO.ERISTING suRFAcE WATER WITHIN too 1625 STARS ROAD N 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150'OF THE PROPOSED SANITARY SYSTEM.NO PUBLIC WATER WELLS ARE APPROVED ` WITHIN 200'OF THE PROPOSED SANITARY SYSTEM ._ 0 EAST MARIONR NY 1 1939 3: NO LEACHING STRUCTURES WITHIN 10'OF SANITARY-SYSTEM FOR MAXIMUM OF 4 BEDROOMS I F v 4. PROPOSED SANITARY SY-iEM IS DESIGNED FOR A TOTAL OF 4'SFDROOMS. - - - i EXPIRES THREE YEARS FROM DATE OF APPROVAL PROPOSED RESIDENCE c SURVEY NOTES: 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. Lfi 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM.LONG ISLAND ZONE - - t - - - - - 3. ELEVATIONS SHOWN HERE:ON REFERENCE NAVD 1988- Design Professional's Certification.Required. Stet D NFW SANITARY PLAN i9 4..UNAUTHORIZED ALTERATION OR ADOPTION 7O A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS'A VIOLATION OF .. .. ' -- SECTION 7209.SUBDIVISION 2.OF THE NEW YORK STATE EDUCATION LAW. - - - _ Submit P E or R A Certification For * , S 5. ONLY COPIES FROM THE ORIGINAL D THIS SURVEY MARKED CWITHOPIES. AN OPoGINAL'OF THE LAND SURVEYOR'S'EMBOSSED OR P.C.p 'INKED'SFJ1 SFWl BE CONSIDERED TO BE VAUD TRUE COPIES. i " (.-� !. M� CON K. McLEAN ASSOCIATES,; h , n O 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED•IN ACCORDANCE WITH THE EXISTING CODE OF .: _ The Installation and ruction of the Sewage Disposal System `CONSULTING ENGMEFRS 437 Sg1TN COUNTRY T✓D,�Wg1AVEN,IR'8 YORK 11719 PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID One 2 M mGIW W 4\Ki SAIL 111•tlA:'PIi�19 I^h CERTIFICATIONS SHALL RUN ONLY TO THE PERSON.:FOR WHOM THE SURVEY IS PREPARED AND ON H6.8EHAlF TO,THE TITLE _ .... :. _: .. _... a•r xmr AOcmyc« aD4O Use Form WWM-073 o - .�' Designed By. MF/CFD Srnle: AS NOTED Sheet NO.- I nt O • COMPANY,GOVERNMENTAL AGENCY'AND LENDING INS ITURON.LISTED.HEREON AND TO THE ASSIGNEES OF;THE LENDING _ SEE ATTACHED SPECIAL CONDITIONI °InmeSMi¢ v,�rm'.'fi n5 _h INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. Iry,.�, ya1..��-� v�11¢ j 7. RIGHTS WAY NOT SHOWN PlZE NOT CFNTIFlED. r_vmaR rsr sat sAt Goc An "�J$IO11At'==' Drown Sr. MF I>� MAY 2023 y GRADING PLAN AND/OR PLOT PLAN. m�zDcn,LEnu anecnPan wnE '�=_=` S:1 _e_TH,surtvEYCLosEsMATIiEMnncaLr. a PwoR�� �.ma, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES _ �3n7d.nnn— POWER SUPPLY CONNECTED TO DEDICATED 120V AC. SINGLE,PHASE, - - - - 20A CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL " FUJI CLEAN CONTROLLER AND ALARM PANEL, _ PROPOSED MAC'R'R150II AIR BLOWERS (2). POWER - -V. - CONNECTION TO BE HARDWIRED TO CONTROLLER AS PERSCDHS do MANUFACTURERS REQUIREMENTS.11 2}'0(2-MIN.) HDPE VENT W/CHARCOAL FILTER IS"MIN.ABOVE GRADE. 36'MIN.FROM ANY-WINDOW OR DOOR:F.F.-37.7510"z 15"QUAZffE P(ASTIG COVER WffHPVC.PIPE FROM MAC'R'. ENCLOSURE WfTH COVER PVC PIPE FROM MAC'R' CONCRETE SAFETY LID BI oPER MA AIROF INTAKE POLYLOK 2- COVER BLOWERTO AIR INTAKE PROPOSED U.G. W/HANDLE ON PLASTIC - EL, 34.70 - STOPPER OR END PLUG AS'PER MANUFACNRER'SAS PER MANUFACTURER'S ,ELECTRIC REQUIREMENTS RISER(TYP. FOR ALL 3) MIN. 4" .DIA. REQUIREMENTS E=36.0 - GRAOE'a.35.0 = '. . - SDR 35 PVC PIPE PITCHED PROPOSED U.G. MIN. 1�8" PER. 1' INV.-33.34 :RISERS K 6 ELECTRIC _ RISERS. .—. POLYLOK 20" - r 2 6 MAX. .. X DISTRIBUTION B0 �SDR DLL _C PIPE - —e—e - �c =e—e - -PITC /4'PER 1' .. _. . '. 4' MAX 1 EN�IDE-CAP TYPE -— --- - - - LEVELING.O CE _ t _ _. ^ .CAST'IRON PIPE TO PENETRATE SDR 35 PVC P .. FOUNDATION WALL MIN.2' - - PE PITCHED - D INV. = 34.0 MIN. 1/8"-PER11' P TCHE :y INV.=33.18 a•; PROPOSED : - 4'SDR35 PVC 435 PVC PIPE - FOUNDATION PIPE.®}'PER , a'sD. MIN. 12 COMPACTED SAND. OR FOOT MIN. INV. - ®d'PER,FOOT MIN. 1 , •6 - INV,=33.4 2" MIN: ABOVE PEA GRAVEL LEVELING PAD - BUILDING. CONNECTION DETAIL � '"c OUTL INVERT N.T.S. DISTRIBUTION/SAMPLING MANHOLE - CONCRETE COVER BELOW GRADE GRADE LP1 =34.17 _ - VMIN:.1' � _. 2';-6 MAX. 6" THICK SLAB _ /•A OWTS FUJI-: CL-EAN. CEN5 :500 GPD MIN: 4" DIA. ..' -' SDR 35 PVC PIPE PITCHED MIN. N.T.S. 1/8" PER '1' INV.=32.89 ` I SaIY BAFFlE B - : CHAMBER Vohme(cal) - ' _ " ._ _ robtc Ftivation Chamber _ _ Y to}. 7�. :.�o.. I , Anae _ Aerobic Contac[Fillration Chamber 13 aRCOLAnW CLulficot on Chamber 63 �} a Disinfection Chamber' - 4 AIR LIFT P Mr _ I SNFEC_noN .. ® Total Volume c.741 . CYUNDER'(OPTIMAL) `e - - -_.; X• 4'INLET - - 4'OUTLET PIPE - `SPEC FICATTONS )A .. microbic Media IPP/PE. A Board T)pe AembicMedia PVCIPP/PE - I Aerobic Nledi. PP I PE - - o ENT Blower 2.8 cfm_ SEEATTAGHMENT(S_ AIR OFT PUMP Tank FRP } ` E N ' UilEi In .. _ - - Pipinc - ) . PVC/PPIPE _ - Plastic I Cost lion Access Covers �' . : 2-1/Y VD47LATION rR M'BAFFLE _i /2'AIR INTAKE Du IO RECRCULAMON,PIP - (9FANING OPENING) B infectant(Optional) Chlorine Tablets.' ..' .-. FLOW OPENING(TYP. - 1 PLAN VIEW f I ILIE 18'ACCESS CO 18'ACCESS CO 24'ACCESS CO ISMFECnON 4'ACCESS COVER 1 ` - _ 11 . (rTP� - /(rrP) (1Yp) CYLINDER(D1=nDNu) - 1` _ (h .. - ' . .. I - ,•-i J�...:,.J OW OPENING - U _ — .bARO TTYPPE' t7 , I 0' SUFFOL_K COUNTY._DEPARTMENT OF HEALTH SERVICES. IMEDIA { I "' COLLAR i _ tc o .. 3.0� I. If MIN*)© ' COLLAR © ® 5-5' aunon f BOTTOM OF , ; 4, -`I AR OFT PUMP POOL = 2�" 8/21/23 MF UPDATED BUILDING FOOTPRINT CFO-. EL. 21.39 . DATE BY DESCRIPTION' _ APPROV.:BY i aelc MmIA (1 :REVISIONS e 6" MIN PENETRATION. 1 625 STARS ROAD I-" INTO.A VIRGIN STRATA. • I' :noN asgtleLY? ` EAST MARION NY :11'939 Ln F SAND:&, GRAVEL 0 SECTION.A-AIVIEW „ SECTION B-B VIEW ' PROPOSED RESIDENCE ——— — — _ - --- c"I3' MIN. ABOVE HIGHEST E. BACKFILL �pZE Vf{ y; SANITARY DETAILS F EXPECTED G OUNDWATER i MATERIAL CLEAN o , S GRAVEL AND AND EL AI ` * * L. K:.McLEAN.ASSOCIATES; HIGHEST_EXPECTED WATER ELEV==3.5' _ — -------------------- '- _ G P D� I �- - �� .CONSULTOIO FNGINEOtS � 437 soMtN DOUN(RY�19t7N01AYE11;NEW Taal 1171t1 . _ LEA 1 �� o C N.T.S. 0 tt,_ a u 397 D-Igned Br. . _MF/CFD smote:- AS NOT seeeL No. I I � A OWTS =FUJI CEN5 50. H TY_P_I:C.A-I—1_FA.C.H1N_G_PPPPPPP_n.Y D.F_T_A.I1___ 6 - 5 - 4 3- 2 1 INDOORS I OUTDOORS f Spec It I cat 1. ns ICONTROL PANEL IN NEMA � 0 Model MAC60R11 MAC80RII MAC100R11 - POWER I 4x'ENCLOSURE' I WTS.CONTRj1ANE1 6 3.8' Air Flow Volume CFM --2.1-- --_2_8 -- _ 3.5 P I ;, PANEL _ I a L/min 60- 80 100 - - .I -(167) PS1 '2.2 2.2 --2.6-- ONE 20A, 1 PGLE CIRCURNormal Pressure — ------ ------- — BREAKER IN EXISTING PANEL- 15 18D - Rated Voltage V- AC120 - ALL WIRING SHALL BE o Frequency Hz .60" - - INSTALLED INSIDE SCHEDULEPower bonsumDtlon W 37 '51 74 I 80 PVC. V.CONDUIT&SIZED AS D. tbs. APProx.t l APProx_t t :APPrax,l l_ • I L i; _ I Weight - k9 APProx.5 ADProx.5 APProx.5 - - - I ,Q, J •• I • Outlet PI Pe,Dlamete Inch. 3/4" _ FINISHED GRADE' �Clj -- Power Cord:Length -inch 612' - - ._ UL file number E341420 T' Country of origin - - Japan - - - - - .. - - EATM ON WASTEWATER - �71 Insta(latlon/Overatlon&Maintenance Notes:' TR ENT'SYSTEM _ - Install blower on leveled sot,d base. Ensure'adequate ventilation I _C •.® - - and Protect.against direct sunbl ght. c - _ - Inspect nod clean Internal air filter once every 3 months: - - - - Recommend-d_IaPhra9m/.valve.assembly replacement once every ..: .. ... _ - ... �'01NTS SINGLE .LINE DIAGRAM 12 months. N.T.S. ` (Note: a torn diaphragm will trigger the Automatic-Stop function.). 1 1/47 -Please make sure'tit follow the, Instruction manual. ' (33) VISUAL - - - BEACON _ SYSTEMCONTRO LLIR/ALARM ,1 . . .._. - .. .. ,. - (FASTEN T BUILDING) . _ -. - .• _ .. _ ELECTRICAL&CONTROL TO BLOWER} _ 'N 1O Q\�•- - "- - CONTROL WIRING TO.Owrs .. m I #10-32 .. ... _ MAC"R"AIR BLOWER TO:BE ,. HARDWIRED TO CONTROL PANEL TO - ' PLY ELECTRICAL"� z • I SUPPLY - II COMPRESSED AIR.LINE TO OWES . 1 `r,;.• -- GM RECEPTACLE ,MOl1BMDED ON �ING .. - INSULATED BLOWER'.ENCLOSURE,' .. .. I. 4 3L8 1 1 4' t 4.3G8 I - - - ...�;- - _ 6'CC,NCRETE.BLOWER PAD 110) A _ - - A .. � .GRADE._. . - - :. TrILE APPROVAL BATE 05-10-2017 AI;I, dr'owIn•9 measUr.ements In Inch-es(mm). Iv1AcsORq%BORd/tooaa � I F jiMeNo A3 S - CONTROL :PANEL & :BLOWER DETAIL j I - - V AC IT 70009Z1-H4 _ - -- - N.T.S. ` s 2.5 - D 4 3 2 - 1. FKI-0084-,11 `C Tn STOPPER:OR END PLUG SANITARY SYSTEM NOTES: 10" x 15" ENCLOSURE WITH o FINISHED SLATE OR OTHER SUITABLE COVER GRADE IN LANDSCAPE AREA 1. CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ®'28 DAYS I E T �. 2.ALL.FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT—PROOF AND I' - �I LOCKABLE. �. o - - - - 3.CHIMNEYS SHALL BE`REINFORCED PRECAST CONCRETE AND MAY .NOT 11 �5 EXCEED TWO FEET IN HEIGHT. (TYP,) i SEcn0N A-A 4. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON _ PROPOSED `TUF—TITE 24"� SAFETY 'LID EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS 'THE PR SEE N.T.S. CONTRACTORS RESPONSIBILITY TO VERIFY-THESE LOCATIONS AS WELL i 0 4"DIA. SDR 35 PVC PIPE AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. ° `' 5 COMPACTED ITH LK .COUNTY DEPARTMENT OF,HEALTH SERVICES SUFFO E 4"'DIA. 3o ELBOW ! BACKFILL MATERIAL MUST BE C ACTED--W A MECHANICAL _ r A 6 LIFTS. COMP COMPACTOR.AT y 1 `-'e%21/23 MF. - UPDATED BUILDING FOOTPRINT - CFD 4"x4"M":60' WYE-BRANCH - 6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION 'OF-ANY DESCRIPTION APPRGV. BY -DATE - =BY.. ! . DISTURBED.AREAS.. _ - REVISIONS - FLOW FLOW 4" DIA. 4" DIA 1625 STARS .ROAD rE LO .: . SDR-35 .SDR-35 - .. .. ... _ EAST MARION NY 11939 JCL za PROPOSED RESIDENCE TYPICAL' CLEANOUT DETAIL f--=i9.91B-I� . .763'° - I SANIT 11` fl n 'N.T.S. SECTION._A - .. f �•�F�F sr1'.•• '• ARY :DETAILS- 2 PROPOSED-TUF—TITE 20" SAFETY LID * f * L. K MCLEAN ASSOCIATES, P.C. N p - .. .. •- - - - N.T.S. �. - - - ii - CGNSULIMG ENGINEERS W SCOW COUNTRY Ra.,MMUV04 nW Y=11719 - - 'SMd No. N o u�aanMeuaa o 397 �?� Deegned Br MF/CFD scat.: AS NOTED acm,..ac sn,uaimoa xE xroc,K 4%J, °'N - mme x,e sx m.ao<un 1.011Q` Dram W. MF Date: MAY 2023. .. _ .. : K IIIIL D4aa V.M IaFA.M DAM - � S.3 d ' .• Puaaum�a ,ma,'t`,gm..w Approved BY: RGD File No.23074.000 NOTES LEGEND 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. SURVEY P. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD88, x34.et• • • •• • •• •SPOT ELEVATION OF LONG ISLAND ZONE. -0 . . . ••.• • •UTILITY POLE LOTS 11 AND 12 3, ELEVATIONS REFERENCE NAVD 1988(GEOID124). BIB • •• • ••• • •BELGIUM BLOCK ®• •. •••• • •RECTANGULAR DRAIN INLET ON THE 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED SUBDIVISION MAP OF LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE TC • •• •• •• • •TOP CURB STARS MANOR NEW YORK STATE EDUCATION LAW. EP •. • . .• • •EDGE OF PAVEMENT 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITHAN ORIGINAL OF . . .... .. •SIGN FILED SEPTEMBER 19, 1963 AS MAP NO. 3864 THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. • •• •••• • •MAILBOX SITUATE AT 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN . . .. •• •• •UTILITY MANHOLE EAST MARI ON ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS O. .. .. .. . •WELL ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND TOWN OF SOUTHOLD SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, SUFFOLK COUNTY NEW YORK GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ZONE, R-40 LOW DENSITY RESIDENTIAL ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. AREA = 40,786f SQ.FT. OR 0.936t ACRE 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. B. THE SURVEY CLOSES MATHEMATICALLY. 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT.SUBJECT TO ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY REVEAL AND THOSE THAT ARE INCLUDED IN LIBER 12541 OF DEEDS AT PAGE 106. LOT 13 N 66°42'09' E 172..08' GRAVEL DRIVEWAY EP 327 L® .,a: (1 x 3307 CONC. afE4 F BIB CURB I MON. a4E 5'CHAINLINK FE. PLANTING BED CONC. ¢#13 � � / �. l i x 3fat EDGE OF WOODS I 32.95 x x x 33.71 x 32.89 EP 3266 I 3545 I x33.03 x3331 / x34.12 x3A94 \ 1 x32.49 I 33 \1? x 3229 F\ \ Cl) X EP 3244 X 3273 \ I 3269 2 O W Rl 34. \ 0\ W 1 ¢ 1 X x 31.85 x 34,62 x 33.76 �x 32.84 ~ C q in I 3/.95 x i LOT 12 3203 3 O\ h \ \ I 385 W EP 32.31 x3264 l� 231 \. N I \ WOODED \ \ \ I % q r I� 34.71 x W N Lax 3527 =50P� x 34.89 \ CA x3456 \ (r) Q Q. / I \3443 x33.63 I 0 Q g 3h I ( 32.50 32.51 x EP 32J5 x3267 / Q3590 SCTM No. 1000-022-04-010 L'7 O / S 66.41'57' W 170.66' I x 34.76 34.03 x L,�'�4.1 32.33 O 3�2 x34.24 x34.28 x33f9 3x �e< x x.49 O \ EP 3L99 QL N SCTM No. 1000-022-04-011 I I 34.87 g Z ) -34-- *� �_ o IEP 31.94 7H 1 x33B3 x x3P30 SFfED / x33.64 3272 I I I x 3364 SO'V I x 3370 3338 x x 3352 3261 i 3518I O O I I O / LOT 11 x 2Jx Ep 31.90 x32.23 O I ~ 3244 I ti x 31.3! x. x 3338 / I (U x 3340 / M I \ x332B x3318 33J3 f I 1 35J4 N I / -21 j L.NE 3507 �ro X x x 3209 L\ 32J' EP 31.68 . S x 34.02 �1 x3349 x33J6 /z I J \ / X 33J2 3271 '33 x 32tgG TC 31.93 \ \ EP 31.64 320 J EDGE OF 1'pODS - I !� 050528 x3272 WILLLIV DR 33J5 x31.70 ELANDS ��,',��PULL 33.6BxS 66°42'09' ' TC 33.8 t%LJ BOX x 33e8CONC. CURB 16 9.22 5'` £P 33B9 . >C 32.81 >C 34.05 EDGE OF PAVEMENT rc 3342 EP 31.e1 x3t91 RIM=34.00 EP 3372 Ep 3315 TC 3244 TC 3238 �ONC. £P 3245 EP 3206 � RIM=31.82 CONC,4,22 VIL�V DRI VE X-CUT SET IN �JrO' WIDE) ��\ MON. CONC. CURB X 33.99 x 3369 33.04 x x 3271 X 32.38 x 31,94 X 31.62 x 31.80 08/22/23 T.L.S. I Owner to north moved chainlinkfence T.L.S. DATE 1 BY 1DESCRIPTION APPROV. BY CERTIFIED TO: REVISIONS Speonk Land Development LLC Town of Southold Express Abstract Services Inc. Suffolk County, New York Commonwealth Land Title Insurance Co. 1745 and 1625 Stars Road EAST MARION, NEW YORK I hereby certify that this map was made from an actual survey TOPOGRAPHIC SURVEY SUFFOLK COUNTY REAL PROPERTY TAX MAP completed by me on 0412112023 and updated 0812112023. DISTRICT 1000 L. K. McLEAN ASSOCIATES, P.C. SECTION 022.00 oat 0. CONSULTING ENGINEERS & LAND SURVEYORS 437 SO. COUNTRY ROAD, BROOKRAVEN, NEW YORK LOTS 010.0.0 BLOCK 0 TAMARA L. STILLMAN,P.L.S. sayad By. CM sca a: 1"= 30' `..heat Na 00 and 011.000 �reNYSPLS No. 50528'1 g Drawn Byi DM Data May 9 2023 Pr\23074.000 1625 8 1745 Stars Rd. New Marlon\Survey Dept\Bra wings\23074.000 Topo Survey Update.dwg 8/22/2023 9,54 AM Tamara Stillman Approved By. TLS FO.N. 13074.000 fl NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. LEGEND FOUNDATION AS-BUILT 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, x34e1• • • •• • • • •SPOT ELEVATION OF LONG ISLAND ZONE. • • • • •• •• •UTILITY POLE LOTS 11_AND i 2 3. ELEVATIONS REFERENCE NAVD 1988(GEOID12A). BIB • • •• •• •• •BELGIUM BLOCK - ON 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED ®• •'''•• • .RECTANGULAR DRAIN INLET SUBDIVISION MAP OF j LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE G. -- c TC - ' ' ' ' ' '' •TOP CURB NEW YORK STATE EDUCATION LAW. STARS MANO � � << y EP EDGE OF PAVEMENT cv ,Z 5• ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITHAN ORIGINAL OF SIGN FILED SEPTEMBER 19, 1963 AS!MAP NQ13 86 ' THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE •• .• •• • 7 VALID TRUE COPIES. SITUATE AT . . .. '•. . •MAILBOX 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN EAST MARI(,�T, a QU •• •• •UTILITY MANHOLE P.� ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS " ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND Q' ' ' ' '' •' 'WELL r i SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM TOWN OF SOUTHO LTA! TF' ' ' • '' . ' •TOP FOUNDATION i "- - THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, ' SUFFOLK COUNTY NEW-YORK- GOVERNMENTAL • AGENCYAND LENDING INSTITUTION LISTED FIEREONAND TO THE WW . . . .. . . .WINDOW WELL � •- - ' ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE + TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. AREA = 40,786f SQ.FT. OR 6.9364: ACRE Z RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. ZONEr R-40 LOW DENSITY RESIDENTIAL 8. THE SURVEY CLOSES MATHEMATICALLY. 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUT \�(r,`\m VVVV LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO � �^ BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES, 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT.SUBJECT TO ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY r� REVEAL AND THOSE THAT ARE INCLUDED IN LIBER 12541 OF DEEDS AT PAGE 108. LOT 13 N 66®42'09' E 172,08' GRAVEL DRIVEWAY a EP32.70 x 3307 CONC. a Y CON. a4r 5'CHAINLINK FE.CON. CURB PLANTING BED CONC. #13 �(• X_ FECM 34 t EDGE OF WOODS 11 32.95 x x x33.71 x3309 32.99 EP 3266 3545 x 3303 x 3331 x 34d2 x 33.04 x 3219 x 32.29 x EP 32.44 x3273 3269 2 O W , W RI 34.71 x x 34.85 x 3462 x 3376 x 3284 ~ a W 31.95 x x 4 q �LI 3203 o LOT 12 V 3 Q M I 3256 W O x~ x32.64 lf�EP 3P.31 V Q WOODED 3471 x o O¢ LQ x3527 3502 x /y�I O N J x34.89 x3466 •-J Qx 34.03 x 3363 N Q Q Z 3250 3251 x x3267 � A EP 32.15 OL 3 _ SCTM No. 1000-022-04-010 Q xx 35 90 L l7 O I S 66.41'57' W 170.66' �24s I x 34.76 32.33 x 34.22 x34.24 x34.28 34.03 x x3349 x x x x3249 330; Ep 31.99 CL f� SCTM No, 1000-022-04-011 `34.87X A g ? o 47'V WW o POoSTS o wW /`� lu TF 771OTF�670 32J9 EP 31.94 1S_ x x32.30 1F 36.73 STAIR WELL b 4 r7 -----------59.5------------ 3272 31,1' x32.61 3S48 K CONCR -----35,6------- F17UNB3212 x x Er W.90 x 32.23 1WW CS 32.44 tix 34.31 22.8' p 7.2' Za-----------592,--------- 13o'�iTF36.76 TF o Dsui4-35,7------ POSTS I I 3514 I I I I I I 3221 I IJVILLGVBR x x32.09 I IEP 31.68 3507 LOT 11 b. :r x 31.02 x I I I ITC 31.93 x 3201 I IEP 31.64 I I I I I I I Ix 31.70 I I�3 es @pPUUL x3388CONC CURB68xS 66°42'09' V3"15 169.22TC 3405 EDGE OF PAVEMENT TC 33.42 TC 32.74 TC 3238x31.91 RIM=34.00 EP 3372 EP 33.15 £P 3245 EP 32.06 RIM=3E82 4,2E X-CUT WILLDW DRIVE `UN` X-CUT SET IN (SO' WIDE) MN. CONC. CURB x 33.04 x x 3271 x 3238 x 3L94 x 31.62 x 3399 ��O` ���� x31.80 DATE BY NAPPROV. BY REVISIONS ti 72 * Town of Southold Suffolk County, New York 1745 and 1625 Stars Road � EAST MARION, NEW YORK 050528 pQ1 ereby certify that this map was made from an actual survey FOUNDATION AS-BUILT DISTRICT 1000 FFOLK COUNTY REAL PROPERTY T jq ND 5 omp/eted by me on 03/15/2024. L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS & LAND SURVEYORS SECTION 022.00 1 O' 0�G- -12� 437 SO. COUNTRY ROAD, BROOKBAVEN, NEW YORK BLOCK 04.00 TAMARA L. STILLMAN,P.L.S. surveyed By. J.L./J.P.L. Scde: 1"=30' sheet N. LOTS 010.000 and 011.000 NYSPLS No. 50528 Drawn Byi D.M Dote: March 15 2024 1 PA23074.000 1625& 1745 Stars Rd. New Marlon\Survey Dept\Drawings\23074,000 FOund.As-bullt,dwg 311512024 1128 PM Tamara Stillman Approved By- T.L.S. He No. 23074.000 1 NOTES LEGEND 7. MEASUREMENTSARE/NACCORDAN TH CEWT U.S.STANDARDS `��"""-'.SPOT ELEVATION O-••••-•••UTILITY POLE FINAL,AS-B V1LT 2. BEARMGSSHOWN ARE III NEWYORKSTATEPLANE COORDINATE SYS7EMNADe$ BIB••.••••••BELGIANBLCCK OF LONG ISLAND ZONE 3. ELEVATIONS REFERENCENAVD1988(GEOID1241. ®'"""''ECTANGULAR DRAIN INLET LOTS 11 AND 12 R rc.........r➢P CURB ON TEIE 4. UNAUTHOR/ZEOAL7ERAnoNORADDMONTOASURVEYMAPBE4R/NGALICENSED EF""""'�+�OF PAVEM-W SUBDIVISION MAP OF LAND SURVEYOR'S SEAL ISA wOLATION OFSECPON 7209,SUB11.10N I O111IS •P........•SIGN STARS MANOR NEWYORK STATEEDUCATION LAW. ®•.•......MAILBOX 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH ANORIGINALOF .........UTILITY MANHOLE FILED SEPTEMBER 19,1963 AS MAP NO.3864 THE LAND SURVEYOR'S•EMBOSSED•OR'INKW'SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES ®'''''''''VfiL SITUATE AT 6. CERTIFICA77ONS INDICATED HEREON SIGNIFY THAT THIS SURVEYWASPREPARED IN 0...""''SANITARY~DIE EAST MARION ACCORDANCE WITH THEEXISTING CODE OF PRACTICE FORLAND SURVEYORS VV"""••WINDOV WELL ADOPTED BY THE NEWYORK STATEASSOCIATION OF PROFESSIONAL LAND RIC ••.•.•••ROOF OVERHANG TOWN OF SOUTHOLD SURVEYORS SAIDCERT7FICA7IONS SHALL RUN ONLY TO THEPERSONFOR WHOfa RDL•••••••••ROOF DRAIN LEADER THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, SUFFOLK COUNTY,NEW YORK GOVERNMENTAL AGENCYAND I ENDING INSTITUTION LISTED HEREON AND TO THE CIE'''""•.CELLAR ENTRANCE ASSIGNEES OF THE LENDING INSTITUTION.CER77FICA77ONSARENOT7ILWSFERABLE TO ADDITIONAL INS7ITUNONS OR SUBSEOUEN70WNERS. A/C-••.•••_'AIR CDNXT717AFER ED•••••••••IRRIGATION BDX AREA = 40,786f SQ.FT. OR 0.936± ACRE 7. RIGHTS-OFWAYNOTSHOWN ARE NOTCERMED e.••••••••SANITARY VENT 8. THESURVEYCLOSESMATHEMATICALLY. QT.•.•••.••SANITARY CLENDUT 9. UNDERGROUND U77LITlESIF SHOWN ON THIS SURVEYARE FROM UNLITYMARKOUT U10 •.••••• UNDERGROUND +NOT£ EXIST. SEPTIC LOCATED ON THE GROUNDANLVOR RECORD PLANS.BEFOREANYE(CAV47TONIS TO O........'POST A 8 C BEGIN,ALLUNDERGROUND UTILMESSHOULD BE VERIFIED AS TO THEIR LOCATTON, ST I 55' 53' SIZE AND TYPEBYTHE RESPECTIVE U77UTY COMPANIES FF EL•.••••••••FIRST FLOOR ELEVATION DD 10 41' 156, BF EL:••••••••BASEMENT FLOOR ELEVATION LP 3 46' 87' 10.TH/SSURVEYWASMADEYNTiOUTTHEll--IrOFATITIEREPORT.SM--rTO GF..•••••..GARAGE FL➢DR ELEVATION ANYEASEMENTS,CONDITIONS OR ENCUMBRANCESAN UPDATED TIRESEARCHMAY FE 1 4 13Z511 1 81' REVEAL AND THOSE THATARE INCLUDED INLIBER 12541 OFDEED.SATPAGEIOE �..••.••.•ROUND DRAB)INLET LOT 13 1w N 66.42'09' E q, 172.08' CNi1V ARIVEVAY Q S O"'M FL B/!CJRB PLaNTJAG 12D \ Yi-", tom'= Lm•` R.R xaa,C T T _ 7i L6 /t. •l I "m a f e l y x i o LOT 12 MAY - 7 20 5 0 WnRanx i CS '3L81�i inq F)p �arb tt'91 o¢i � Ea¢Js vttola >�x xaa7 y �0>t�„r� Cox�=,1�83g,�9t� Q y Q qV� PafD 5v � ¢ x i PAVERS v 770 ,•JAS(.JP E wrvr L RJSFR �,• ala , 1 ' RLw2695 W W FILIFA Sri ID v CIE R � — RA NYJf OaH � - xf R•�a x�-a X__ _ SA4 � _______.,_A au, Ad M � �'J 4'vmn FniL'c G�-TE' 2 S7mtY1eAim x� / h FRAME a _ m.¢ GRAVEL IRlVEVAY 14 yh PANEL D�Ar I FA7E4 xD IT,, �-an I\ PAVERS I SVIRX tea' Data•aT�7 EXDC l O w l ] SN L.. ` C aSARDI.PAVERS VALK POROI I� ?Z7' B'RyL-.I$4t rnnalE \� .g I FAN aio 's" J/JS7Ar,rn .,• -- I we aao � `i PRwAw x naaa•aeof 4 � I i Exrsr. � I 7S0x FEI QITEI.OIE q H at¢t I=MY DSTALUM mrwc EHOLY.nR nerv¢L I I I- LOT 11 PD+E I I f`0'I� i Jm O VELGVM xam Bax cm�CURS 40am S--S 66'42109' 69.22' RI h0400 aTe fLC,E LF PAVO2NT Mv � v.v'as Rlam INrJt82 aw xaw S WILLOW DRIVE c5o' WIDE) y E6VG CURB sSlp ylgx :pJl x93B wa9l • xapp 05,07/25 T.L.S. Revised tax map number T.L.S. NOTE MM5 T.L.S. Added certifications T,LS. ALL BURIED U77LMFS(WATER,ELECTRI07ELEPHONEAND GAS)SHOWN ON THISSURVEYARE 04H625 M.F. Added sanitalysystem notes T.L.S. j BASED UPON AS-BU1LTINFORMATION PROVIDED BY DEVELOPER OR THEIRDULY aara nY asam'DD.n ePvao7.w AUTHORIZED REPRESENTATIV S(INSTALLER)M IBN[4., REVISIONS p't S r0 CERTIFIED TO: I� Town of Southold �'` �p�• T/�� �� Casey Stone Suffolk County. New York First American Title Insurance Company 1745 aad 1625 Stars Road JP Morgan Chase Bank,N.A. i.;i A. EAST MARION, NEW Road hereby certify that this map was made from an actual survey FINAL AS—BUILT SUFFOLKCOUNTYREAL PROPERTY TAX completed byme on 72/132024. L. K. MCLEAN ASSOCIATES, P.C. DISTRICT 1000 050528 CON ENGINEERS h IAND SURVEYORS SECTION 022.00 �n�•c+ �fn1L d'IQ ,�g7(A,�(�'LL�y,— 437 SO.COUNTRY ED",aaoo101A ,N6w Tolm BLOCK 14,01 "�Eb � TAMARAL STILLMAN,PLS. LOTS 011,001 Tee..tP DM pe<x,la...ary a,'a025 I NYSPLS No.50528 I PUX74.W0 I& i J745 Stars Rd Nn Norbn\SYr Y IbptlDrox6ps1A074000 Floe a bdt REWdv OV07IM5 T.—=IR fPa.e.ea�+rLS, n,x. 23074D00 NOTES LEGEND 1. MEASUREMENTSAREINACCORDANCE WITH U.S.STANDARDS. .••••••'••SPDT ELEVATION -0-•••••••••UTILITY POLE FINAL AS-BUILT 2. BEARfNGSSHOWNAREINNEWYORKSTATEPL"ecooRD/NATEsysmANADA BIB•••••••••BELGIAN BLOCK OF LONGISLANDZONE 3. ELEVATIONS REFERENCENAVD 1988(GEOID12AI. TC••.•••••'RECTANGULAR DRAIN INLET LOTS 11 AND 12 Tc•••••••••TOP CURB ON THE 4. UNAUMORIZEDALTERATIONORAODRIONTOA SURVEY MAP BEAMNGALICENSED EP'•••••••'EDGE OF PAVEMENT SUBDMSIONMAP OF LAND SURVEYOR'S SEAL ISA WOLA17ON OFSEC170M 7209,SUBDIVISIONZ OFTHE v...•..•••SIGN STARS MANOR NEW YORK STATEEDUCA7IONLAW. ®.........MAILBOX 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITHAN ORIGINAL OF! p•........UTILITY MANHOLE FILED SEPTEMBER 19,1963 AS MAP NO.3864 THELAND SURVEYOWS'EMBOSSED'OR'INIED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES ®'••'••...61nL SITUATE AT 6. CERIIFIG777ONSfNDfQ4TED HEREON SIGNIFY THAT THIS SURVEY WASPREPAREDIN (5)•••••••..vmrwY NANHLILE EAST MARION ACCORDANCE WITH THEE)OSTING CODE OFPAACTICEFOR LAND SURVEYORS VV........VWBOV VELL SURVEYORS SAID CERTIFICATIONSADOPTED BY THE ASHALL RUN ONLYTOTSSCCLATION NE 1PERSONFORWHOM OAbqL LAND RHO Rf1DF OVERHANG TOWN OF SOUTHOLD THESURVEYIS PREPAREDAND ONHISSEHALF TO 7HE TITLE COMPANY. RDL.••..••.•RVQF DRAIN LEADER SUFFOLK COUNTY,NEW YORK RU GOVERNMEATALAGENCYAND LENDING INSTTIONLISTED HEREONANDTO THE C/£•••••••••CELLAR ENTRANCE ASSIGNEES OF THE LENDING INSTITUTION CERVFIC477ONSARENOTTMNSFERABLE Aio••••• •AIR CONDITIONER TOADOMONALINS7IT IN VTIONSORSUBSEQUEArTONERS AREA = 40,786f $ Ff. OR 0.936t ACRE 7. RIGHTS-OFWAYNOTSHOWNARENOTCERTIFIEA O•••••••••IRRIGATION BOX Q' i•••••••••SANITARY VENT 8. THE SURVEYCLOSES MATHEMATICALLY. IF•••••••••SANITARY CLENOUr 9. UNDERGROUND UTILITIES IFSHOWN ON THIS SURVEYARE FROM U77II7YMARKOUT U/G•-•••••••.UNDERGROUND ArNOTE, EXIST. SEPTIC LOCATED ON THE GROUNDANDAR RECORD PLANS.REFORHANYFDLCAVATONIS TO 0•••••••••POST A B C BEGM•ALL UNDERGROUND UTIU7IES SHOULD BEVERIFIEDASToTHMRLOCATION, FF EL••••••••FIRST FLOOR ELEVATION ST 1 5.5' S3' SDEAND TYPEBYTHE RESPECTIVE UTILT'COMPANIES er EL.••••••••BAsEMENr FLDDR ELEVArION DB 2 41 156' 10,THIS SURVEY WAS MADE WITHOUT THE BENEFITOFA TITLE REPORT.SUBIECTTO GF E4"""••GARAGE FLOOR ELEVATION LP 4 7' ANYEASEMENTS CONDMONS OR ENCUMBRANCES AN UPDATED TITLESEARCHMAY FE 14 37.5' 81' REVEALAND THOSE THATARE INCLUDED 7N LSER 12541 OFDEEDSATPAGE708. ®•••••••••ROUND DRAIN INLET LOT 13 N 66•42'09' E 172,08' "AM DRIVEVAY CDC � 5'pdDV.ALK 2 BYD LLRB PI.NlIIIfC 8£D mG ¢Na \ roc —1 �.�•— rocc• • mAe�v i � '\ auT ons /ar VDDDS I •n VUGAED •�+ j •a4a Rif oRAs' •� I I 1 I I Rig O a 4 LOT 12 CS I yy k O SLV"� i I C v a I SCTM No, 000-022-04-010 i o Drys Q O y I S 66 4157'V _17666'Ch ---_---_- ~ / k - LOV.DdTA.svBMA1- �.u�f , L`p �` SCTM No. 1000-022 04-011 Pam'&V*10�7 yLQ. p ti Z" PAVERS PATIO By PCs JS{.J'1V ^ ,i _� � w W § DRYVLLL R711R 1 ¢t^a n . _ __ O- RIM+2693 W aTr>rm W DfR PRIER n R Rib FaRx Pax Lp3 1 Lmao G'vnDD PErvTr rwiE °'x U. POOL 000 2 STORY }�'p WAM? O A >a z D�e�var DVELLlNG FR4W231a 4t ■ --k ear"�rs+/y n n N z r--{ o I PAvars " svlrcH DATE4 P7]dE oam"� o g -n< . " C u,m N C T D --- vmD �C Pas B•� g ' D y e FM an VALK Rg RD A W 4' PAS SR a- , nZ aS u/, fi Raw , R I., Ln M Q I asn" FE4 ��I I � N Qi o m mma 00'rT I 0 rmrc H _ ��• I I I T e A z fTl POOLI0T D ALLM I i 4,I a "Sn re um O M 7C•ri �Lraa WCD&Y. avmu I I LOT 11 I v,"4' 'Re Im I 6 N T LO tI I t pc L� __ I (.,, .� "D7Jd vD.LDV M •am �� 0 m CNo am APR a40'S 66.42'09' a 16928' M aam EDGE LT FAVININT W a4P •y" R Ry [P x41 "xm RDy� ll an' O ao O DZO O_ R11=2 X�vrSE;m WILLOW DRIVE C50' VIDE) �MW "an "a4a aH• "atn .Rsa NOTE.' 1&251 M.F. I Addedseniterysystem notes T.LS. ALL BURIED U17LME:(WATER,ELECTR E O SHOWN ON THISSURVLYARE DAM oY nacn=m 1APPROY.sr BASED UPONAS-BUILTINFORMA7T DEVELOPERORTHEIRDULY REVISIONS AUTHORCEDREPRESENTATIVEY( Town of Southold Suffolk County, New York 1745 and 1625 Stars Road YA+ L EAST MARION. NEW YORK I hereby d by that this map was made hom an actual survey FINAL AS—BUILT SUFFOLK COUN7YREAL PRO R T completed by rrle on 12/132024. DISTRICT 1000 `/C^ 050528 cL.O'hcD'IQ . y�'1G�-1iy..�-�- L.CONSULTING McLEAN ASSOCIATES. P.C. `�. 437O.COU ENGINEERS O EHAV SURVEYORS SECTION 022.00 aav so.coUR•rRY ROAD,aBooaAvscr.TNsl1 YoxR BLOCK 04.00 TAMARAL.STILLMAN,RLS, s..�as .tL see.t-•ac """` LOTS 010.000 end 011.000 NYSPLS Na 50528 R�2307EGm I62J A J749 stars R1 A1n Malian\9evv D"Pt�Dra.bros4TA7lWe P'b,af os•-0Wed.p M/17/9R5 7 Taro StlGwn Avan..4 ar T1.S M1 w ZX74M 1 NOTES LEGEND. - ;x34,0t ' � 1. MEASUREMENTSAR81NACCORDANCE WITH U.S • ••••••• •SPOT ELEVATION STANDARDS: FINAL AS-BUILT -0-.• ••••••. •UTILIT.Y POLE 2. BEARINGS SHOWNAREINNEWYORKSTATE PLANE COORDINATESYSTEMNAD83, BIB: ••••• 4ELGIAN BLOCK OF LONG!BEANO ZONE.. AND 12 3. ELEVATIONS REFERENCE NAVD 1988'(GEOID12A). ®• •• ••• .TOP ANGULAR DRAIN,INLET LOTS 111 V 1J TC TOP CURB ON Tffi 4. UNAUTHORIZED-ALTERATION OR ADDITION TO A SURVEY MAP BEARINGA LICENSED EP EDGE"OF PAVEMENT SUBDIVISION MAP OF LAND`SURVEYORS.SEALIS:A VIOLATION'OFSECTION7209,SUBDIVISION Z'OF7HE . ....... ..SIGN NEWYORK STATE EDUCATION LAW, ®. •••••-• •MAILBOX S-TARS MANOR 5. ONLY COPIES FROM THE ORIGINAL OF-THIS:SURVEY MARKED';W/THAN:ORIGINAL OF • •• -UTILITY MANHOLE FILED SEPTENIBER.19, 1963-AS MAP NO.3864, THE LAND SURVEYORS"EMBOSSED"OR."INKED."SEAL SHALL:BE CONSIDERED'TO BE WELL VALID TRUE COPIES. ®`.••• ••• SITUATE T QS 'SANITAR.Y MANHOLE �j e C �.Vl�l 1�1 ON 8. CERTIFICATIONS INDICATED HEREONSIGNIFY71.1AT THIS,SURVEY WAS PREPARED lN • I✓W •••'•••• •.WINDOV.'VELL �-+< a•la ACCORDANCE,m7w THE E)USTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY 7HENEW.YORKSTA7EASsOClAT10NOFPROFESSIONAL LAND' R/O" •• •-" •ROOF OVERHANG TOWN OF SOUTHOLD SURVEYORS. SAID CERTIFICATIONS SHALL RUNONLY TO THE PERSON FOR WHOM ROL•.••••••• •ROOF DRAIN,LEADER' THE SURVEY;IS PREPARED AND ON HISBEHALFTO.THETITLECOMPANY,, SUFF.OLK COUNTY,NEW YORK GOVERNMENTAL AGENCYAND LENDINGOSTIftmON LISTED HEREONAND TO THE C/£: -CELLAR 'ENTRANCE ASSIGNEES OF THE LENDING INSTITUTION.;;CERTIFICATIONS.'ARE NOT TRANSFERABLE A/C AIR'CONbITION£R TO ADDITIONAL INS7ITUTIONS.QRSUBSEQUENTOWNERS. El -IRRIGATION,BOX AREA = 40,786t SQ.FT. 'Oft 0.936f 'ACRE 7.. RIGHTS=OF-WAYNOT'SHOWN ARE NOT.CERTIFIED, SeV SANITARY VENT 1 8. THE SURVEY CLOSES MATHEMATICALLY 97• •••• -SANITARY CLEN17UT. '9. UNDERGROUND UTILITIES 1F SHOWN ON THIS SURVEYORE FROM U97LI Y MARKOUT U%G UNDERGROUND MNOTEJ EXIST., SEPTIC LOCATED ON THE GROUNDANDIORfECORDPLANS.:BEFOREANYEXCAVATIONISTO 0• ••••• •POST A' B C BEGIN,ALL UNDERGROUNDUTILMES"SHOULD'BEVERIFIEDASTOTHEIRLOCATION,' FF EL•..• •FIRST'FLODR ELEVATION ST 1' 355' 53' SZEANDTYPEBYTHERESPECTWEUTILITYCOMPANIES. DB 2 41' 56' 10: WI 7HlS.SURVEYWASMAbETHOUT7NEBENEFITOFAT177.E=R1sPORT SUBJECT7n BF EL' -BASEMENT,FLOOR ELEVATION LP 3 46'' 87'GFEL� ••••••• •GARAGE FLOOR ELEVATION " 37 . . � ANY EASEMENTS CONDMONS OR'ENCUMBRANCES ANUPDATED:.7TR£ . SEARCH MAY FE 4' .5 81 REVEAL AND THOSE THATAREINQLUDED IN LJBER:125410F DEEDSAT FAGS 108.' ® -ROUNDS DRAIN INLET, LOT 13 _ N 66°42'09' E GRAVEL DRIVEVAY • , IP=7vx=o; 172,08 CON 5'CHAINLINK FE JflrOpy BIB CURB PLANTING BED CONC® ¢Hl3 \ FF7uCC xRFFNC£ r x 'Co�L7P I taPnE7Y stet \ �.DGE OF:VODDS I 1 ' 3Z93 xZ I x3709 3T.X. cp awx \3 3S45 / 7t33a3 x=il I I '1 I / NODDED I x ea'02103z72 I ` =69 .Z M 0. W W x W . ti A o, IIU / L'OT.12 x x3Zw. to 367x N �C p Q EDGE OF VOODS .I 32.SI.x X3Z67. J~ SCTM NO.'. 000-022=04,-010 i 3artr Ll. x3syo --- '- ---------------- 'Lj Q I S.66'41'57' W 17066' x 2 01 yw� cOV. INGR sWmmrNG o� W POOL.'(RXW07 Awl` x x3249 p ,� SCTM.No: 1000-022 04-011 tr ass N I "' a 34B)x. j ELEG PANEL aP S .3 -1 p CA Q � PAV£RS'PATIO ON POST `�(. m• 6U � £ y DRYVELZ (D RISER 47v . N TI I Rme26:95' RD VV STROP VV R� POOL ID °: 0 FILTER N o D qw 0C%E_RD A 94 '^ (D •U $ s �� ! 'r_%Sq`? r' ~.. , t X 'x9Z3D' p O C t� n x � Ar ex L. ROOL rr2 o 00 r4'VOOD FENCE carE E7' HEATER 'r sov. It.as2 N; c2.STORY i. � x22A O ; D < C GRAVEL. I• C FRAME '� ati?54' - - � _ �' -Zi ,GRAVEL �• 1�Q DWELLING' >O X 1� a?E ON D B G Z 0. O I VIrH. `at, y,� PANEL �• GATE4 OD FENCE;. 327z c� 9 Q PAVERS` ti svlrcH X X er�tse x322J o < m r EDGING .� ; CA' c sau g m n m fix'--- I-5 =--- ---- O N c v e -n Z D 3S6tRDL V. VOOD C � B iR �' m N p D A EXHAUST, PORCH. DL- ¢'= __---- L` '0 O v a X m � -� QvICRE7E. so. I FAN: - 1 R/O- 13St4 D M r �. 0574 DVSTAt i rn /:4� -et I PAVERS VALK. 11 I 3'n z C m I U/6 33g x, xim d M A ? O Ill .� n Z I I I PROPANE x, o o (tj' -i TANK �: (o = p cn m O 3s07x FEI r s O aa�s 1. a m Co.�? m z NOTE I I ^ �' o � (o T zam FUT<RE EVANS= I 1 ' X3271 o m w n D Paa NETT AffACLsa1 I +�' .. x32�;. Tc X:k, x o; 0 c) m M _ eawnbomw SLY. DRYVELL I I ` LOT 11 I ARY� �'�� 9 � V f\ I Llr a> > 0 ',rRENCH � r`=� t�urmv Bmr DRAm I I I o� A � Ltd 1 �• . I x >2: WILL OV DR X n (D �:8 60N CURB- PS ? XS '66.42'09' W" CL ""' 169:22.' ' m >c 32A7 07 W 340 EDOE OF PAVEMENT TC=42 7P 3Let: ,x9L9t Rma34A0 O'a72 a,=5S DI;� EP RIMm3L82'. �CONG AR-34Z?, X CUT SET m VILLOV DRIVE' z50' WIDEN ION!, CURB x=6s, 3204;x xdwi xsw x3L94' xXA2. c�^ xJJ•8o -NOTE: 0411k5 M.F.. I Added,sanitary system notes T.LS. ALL BURIED UTILITIES " DATE BY DESCREMON APPROV. BY. (WATER;.., E ,�0 SNOWNONTHISSURVEYARE �BASED UPON AS-BUILT INFORIMATI DEVELOPER OR THEIR DULY REVISIONS. AUTHORIZED REPRESENTATLVE'S.(' Southold NewV" Suffolk County, 6 York 1745 and 1625 Stars Road 'EAST MARION, NEW YORK l bbieby certify:thaMis'map was made from` "� al surve�n� SUFFOLK COUNTY'REAL PRO' R T I completed by me on 12113%2024. s` S FINAL AS-BUILT X. ,McLEAN ,ASSOCIATES, PX , DISTRICT 1000' 050528 CONSULTIIdG ENGINEERS 8e LAND SURVEYORS SECTION,'022.00 NO�J 1�• - . o ca'Yu a'1� - °�� YORK �° 437'SO; COUNTRY ROAD,.BROOKEAVEfT, NEW BLOCK 04t00 s m.ra kL s�.iK 1"u.30' Sh-t N& TAIVIARA L S,T/LLMA'N;P;LS. Il OTS. 010.000and:;0.11.000• w.5PLSNo.50528 ..DIl Date Janudry:291 2025 PA23074:000,1625 L'1745 Stets.Rd..:Naw Mallon\Survey Dop*%Sraidrigs\23074000,Flnal:us=6ullf»diig 04/17/2025 ri i ra,:Stlllnan: epprovra.Ejn.TJ S F7.:No 23074000'.. a- m � 0 •:�` _/ CL05ED-0ELL 5PF 6'-4' 10'-H' 14'E• II'-0' uj 9 VM@A�TASGU�`2E DIRFL7 I=- USNI INSULATE 4 AIR-SEAL ALL THE CRAM LIiC HSIDNE DEE HA FLOOR OF U BEAD G� SURFACES SHALL BE • -i�ry]„II�Lounrvous a-H a-H WooD STEPS Q .I SEALANT W-O' HAETROLYKALL D ID TAPED. p FIRESTOPS SHALL BE CAULKED 6YPSUM.BOARD pEGK W:TH CALK HAVING A 300•F I� 5/4x6 VIE= MINIMIM GONTIMKA6 EXPOoa.RE ATPL PATHWAY FOP,soLAR ELECTRICITI03b1 "r MSTALL 2'm VERTICAL SCHEDULE HD PVC GONDIIIT O O (21-I. x xILV LO OVT51 LOAXW. N AI HAS O GONEIN.10Vs BEAD OF TRGOU6H ALL WALLS TO ATTIG,WTH TEMPORARY PLV65 - WALL LINE ABOVE OUTSIDE COMBUSTION AIR LL SEALANT NOTE'"AL 2.6 STUD OR LAPS AT EACH TERMINUS[E36023_ 6 INTAKE O __ OVER AN6 AREA 4m4o O O O O yoso LONTIRX\Y MINIMAL itMIT PERMPETER INS FOAM AT WINWW ., I I I I 5%-61- 6%-SLCR 3°6 S (2}I._ x IIt YL IIDK 36'GUARD[R312.11 •�v-�� I I WINDOW UNIT L---------------------- ---------i' ,� L L III , ;I BA5EM31T EMRANCE I it li WALL LIFE ABOVE ' WN-> j IK TGHEN NOTE OHD CEIRRS IEI6Hf II r___ ___ DO 1 •I j /LONBMIOIn MN'MPL O C C R lE HL A;F LA E H.9'-I'ASF j I Q THRR FIRST EXPANDING FOAM AT WINDOW / WIT PERIMETER .. ,. ,�. :..,1.,.i __f__ _________________ ___ _______� L_______.[I 11 1 II Ii I I 1 23•i I/2' -T-O I2'` 1 II Q 3 SANDWICH FJ BETY�`-£N(4)RR E(W-W x IO'THZOUGH EOLTS yb _i mi FAMILY ROOM I1 LONnnvous BEAD of AT coNNEcnoN I m N I 4 3• I Y �` $ W I d I SEAIAN7 -------------'-T o PLYWOOD SHEAlWIN6 UNDER F m .-I _L_4 � 1 Id ! m m PL1Y100D SHEATHING UNDER (L$ 1, 6YP•_lB BOARD FOR WSF i ` y Y EYP 1M BOARD FOR WSP 'I ^�1 GYPSUM BOARD . I Q BRACED WALL LIN3 IJ__II-.�__ ' I 1 I ,1� BRACED WALL LINE _ C.ONIIMIOIY BEAD of 6 6 > ...�. I i + Fo I TE04NOLOGIE5 Move-T705 _ o. W ii ADI�' E mL I ry PITLHm TO DOOR Si`II 3 V2' g 0 I f DETECTOR C(TYP) CONTINUOUS BEAD OF tV ` LIrI a ` J I THERMOSTAT ©O (� SEALANT (V ,III X I KALL LIFE ABwE—; z"f° 'vv J B Oj (1 Iµ116 .._ 2'CLOSED-GEL' ERV SPF 'n Q F'I I FR DOOR IR3025J1 1 FLUSH'[NOR m M505.41 I ,q$y'* C 2�T° I bi SELF-CLOSING 20-min Ir O / V POST - b-O' 21 I' _ 4-0•_ I I �405 Q _— is ' 4.4T Fly Na,�NEERIDD 4x4 N QS 4x4T li { 4 ms I-FDS 3•-1� BATH POST ,� O POST II I ______________l INIERiOR EARAEF WALLS I Ii PLa4JOOD 5FPATHIN6 CANT BEAD OF /// R-15 GATT IN51/1.AnON 5 SEAS I I / K'6YP•3JM BOARD r BRACED WALLYIIE'•`,f (2}2°lo m o i i NI OSA) r .�IZ� 4 $ I6YP5UM BOARD I I Q I ``` i' T L_1 TO ERV l < r$_ GARAGE BOAR K'GYP51114 BOARD c i C ° m °s1 1 `p it '�v y 'NI I ITABLE R30261 I OPEN TOO ABOVE 9, L> W I�. I V" 2• V �fM 1I dv' � W tl LL I' CONTIMICIS BEAD OF -W'm Inl O I , PLYWOOD SHEATHIN6 UNDER I m2h° ,% MASTER BR sl11TE l v - O O ga� pT SEALANT }�� ,I GYP"BOARv rDR Y6P I Y PINING ROOM .LL GY i e 3 i E `- ,D < I BRACED WALL LME I m O -- GONTINJOU5 MINIMAL ��I < 3 In- 12'S' s I Ili ,, \\ -•: IL �L I ry zO Q< I' EXPANDING FOAM AT WINDOW I. I UNIT PERIMETER 1 I PDR PL INS - YYbE SHEATH UTDER ._.TO TOR UriI BY r BOARD FOR WSP m 0 m 7.'4• [MPOED WALL LIIS = HALL SHOWER LINF WINDOW UNIT(OR n II MEATHB2-PROOF DOOR) O 22'-I' I j- TTPILALBEARING '�F I 1 m WALL(9IADED) ' ,, ADOVG' it O3°So O3oso 0 2/1.Ti x_,IIJj75_LVL NOR / •• 1 II GONfINKTF MINIMAL - PORCH EXPANDING FOAM AT KNDON 20 cfm LONE. _ O 4°5° 5/4 ELKIN6 Z•'1° I UNIT PERM4TER TO ERV W..O. - -I PROVIDE SPACE IN SERVILE PANEL FOR ',i 041505.41 FUIURE ELECTRIC IWTALJ.AnON MOEIA) \1• L' 1 -- 7-I FIR5W-O COLUMN b'-H V2° 6.6 PT POST SAD OF 'S �(TYP-3 (21-1.75 �,BT�'LVCifJR•� .. 1. f t.+ PLATE HL H •ASF SEALANT PLATE Ht.9'-I'A5F I qDE STEf°5VEREU AUG 2 5 2023 I1 —6YP511M BOARD GONNNW'U'BEAD OF -6. 6W 7.5. W.S. i CONT3 EEAO OF' FIZ O I.- SEALANT 22-H 7-4 13-0 10'-0 =`O"�lik 2'BASED-CELLSPF J J, Road APPROVED AS NOTED DATE: )a-I q Z3 B.P. COMPLY WITH ALL CODES OF 3,D B, ._2f JL. NEW YORK STATE a TOWN CODES NOTIFY BUILDING DEPARTMENT AT REQUIRED AND CONDITIONS OF 631-765-1802 8AM TO 4PM FOR THE ak FOLLOWING INSPECTIONS: 1=U=RMWW FOUNDATION-TWO REQUIRED $11111 iva FOR POURED CONCRETE tyloi ROUGH-FRAMING&PLUMBING INSULATION -23-0 2 so O q -I ci- 2 3 FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR TRUSS PLACARDING REQUIRED DESIGN OR CONSTRUCTION ERRORS Blower door �. EEO WITH and ductwork F *I IRV SURV OF pA ION AMICUt""LOCATION testing required. HAS BEEN APPROVED. Must provide Manuals ELECTRICAL D,J and S as per INSPECTION REQUIRED WS orgy Code PLUMBER CERTIFICATION Fire separation ON LEAD CONTENT BEFORE required as per CERTIFICATE OF OCCUPANCY NYC Code SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 PLUMBING OF THE TOWN CODE ALIt,P*UMBlaG WASTE &-WATEA'LINES NEED TESTING BEFORE COVERING 11 -HE OASIS ' ' m � TONN COMMENTS z A GUAL I TY NEVI HOME M017F_L 5Y MOr�)ERN AOE HOME BUILDERS, LLO z 0 tu 0 4 E- } - - - - - - - - - - - - - - - - - - - - - - - - - - - o N O FINISHED SECOND FLOOR 17 u.i s O N i O O I FINISHED FIRST FLOOR _ FINISHED GRADE N a " • . r° in F- O I z II I I I I I I Z Z -4►V- O_Jttu I I I I I I NOTES INDEXED TO THE u°1 0 I I I II I I I I 2020 ENERGY GONSERVATION GONSTRUGTION Z � z h O W I I I I I I I i CODE OF NEW PORK STATE �- u (}� tu m O CJ RIOI5 COMPLIANCE. This building was designed and shall be } Q constructed to meet the 2020 ECOCNY5. Both RE-5--heck(U.S. � O p/ <Q software w as utilitze to demonstrate compliance. All z (� L_ — J I Department of Energ� and REM/Rote (Noresco) computer It (� IN 0 d mandatory provisions of the 2020 ECCCNYS •- Residential < '7 I Provisions are In force. I () § - - - - - - - - - - - - - - - - I_ — — — — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RI052.2 WRITTEN STATEMENT: To the best ofmylknowledge, belief and professional judgement,these plops comply with the Energy Code. Furthermore,as a RE-5NET certified rater (ID. No. 26143M), I certify that these plans comply with the Home Energy Rating System (HERS) program. A signed certification of compliance with the HERS program (HERO) iwtil be submitted of the constructed building to demonstrate complione. FRONT ELEVATION R301.1 CLIMATE ZONE: 4A Suffolk,NY •'• " t �. SCALE: I/4" = I ft Vie« • $e. r.` ,.l R401.2 COMPLIANCE: This project complies with :2) Section R405 -Simulated Performance Alternative,and the provisions of � r.,:E ,,.�-`ya•"' ¢p/ // J+. Sections R401 through R404 labeled "Mandat:ory." ' 6 " -7 z Mondant�►y requirements:R401.3 CERTIFICATE: Builder to post per Code. - R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 AGH by HERS rater. See Table R402.4.1,1 in plans. . .,. _ <� R402.42 FIREPLACE5: Factory built with UL 12-1 doors. .. '• .-y .:t° R402.4.3 FENESTRATION. See window/door ,schedule Q I �Q \ �4 O R402.4.4 FUEL-BURNIN6 APPLIANCES. All room heating and Q I•IVER p AUG 2 2023 O I �Jr I hot water heating appliances to be direct vent with both ; intake. an exhaust s Installed continuous to the -.- --- ----- - � t pipe outside. 2.45 R� El having a aieakage labeled ate f not greaterthan2.0 cfm O per Code. O ° in R4025 MAX.U-FACTOR d SHOC: See window schedule. J m - - m -.-___-- -__..---____-- -- l___-- R403.1 CONTROLS. See plans for thermostat Information. O O In - Lam -- I VOL DIE � R� be mehanically fassttel ned a d sue=ed w to duct mastic 4?&- - " IIJLJ AVERAGE ELEVATION OF HE sealant. Apply mastic to duct seams. 1�0� EXISTING NATURAL GRADE O _ A duct air-leakage test is not J� R _ R403.3.3 DUCT TESTING= - - _----- I R403 required ID N6r CAVITIES. Framing cavities shall not be O to --- - - - - - - — ADJAGENT TO 5TRUGTURE = 33'-6 g �IL ►n — — — — — — — — — — — g O � Q used as ducts or plenums. Z WEIGHTED AVERAGE R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate OO 3 lu m ELEVATION OF THE EXISTING II mechanical system piping carrying hot water to on Q NATURAL GRADE GENERATED FLOOR AREA TAE3L.� O Q � E3Y THE ENTIRE LOT = 33'-II R-value of not less than R-3. O �- R4035.1 HEATED SERVICE HOT WATER(SH41 CIRCULATION z SY5TEM: Not in project. (� O FIRST FLOOR 1,102 5f R403.6 MECHANICAL VENTILATION: ERV continuous SECOND FLOOR I,I"ia 5f ventilation system specified In the plans exceeds the (n O< Q (� FYfi�AM I D LAN - FRONT ELEVATION GARAGE 586 5f minimum efficacy of T, Sized In O I tL Q R403.'1 HVAG EQUIPMENT: Sized In accordance with AGGA '� (V � pt'_ BASEMENT I,132 sf Manual J and Manual 5. tN N ° O PORCH 1'75 5f R403b MULTIPLE DWELLING SYSTEMS: Not a Ilcable O O SCALE: 1/16" = 1 ft R403A SNOH MELT: Not In project. pp O) W Q O ° LIVABLE FLOOR AREA 2,651 5f R403.10 POOLS AN SPAS: Not in project. LH O 0- Z R403.11 PORTABLE SPAS: Not In project. Q Ix w GROSS FLOOR AREA (GFA) 3,56a sf R404 LIGHTING: Builder to Install high-efficiency lamps In at X —z Q V Z JU least c1O% of permanently Installed fixtures. J (INCLUDES ATTACHED GARAGE AND I— LU — w I DOUBLE F.A. FOR SPACES >15 ft) R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was U� t z I used to show compliance with the Energy Code. REM/Rate Q OL S software was used to model the buildingerformace - see ri IEG �j CONDITIONED FLOOR AREA 4,613 sf 2020 C Energy Cost Compliance reort provided with t: Z QYP A� w (INCLUDES BASEMENT) Permit Application. RE-5-check was used to model the building w -1 4ti a I performance based on national standards - see RECcheck INFILTRATION VOLUME 52,000 Gf Compliance Certificate and Inspection Checklist provided with w O iy � (INCLUDES ATTIC 8 Permit Application.BASEMENT) v Wdl o - -m - - - - - - - - - - - - ti- to 1415-11 �J 000 00®® AVERAGE ELEVATION OF rHE INDEX TO r7)RA �l I NO S 0 O ❑❑� 000 O EXISTING NATURAL GRADE - - - - - - - - TO STRUCTURE 33'-6" DRAWI NG No. q_oorl __ I - � — p p❑❑ ❑❑❑❑ AbJAGENT = I COVER 8 ELEVATION A-I DATE: AUGUST 2025 ELEVATIONS A-2 WEIGHTED AVERAGE FOUNDATION PLAN A-5 ELEVATION OF THE EXISTING FIRST FLOOR PLAN A-4 COVER 4 NATURAL GRADE GENERATED 2nd FLOOR PLAN A-5 ELEVATIONS BY THE ENTIRE LOT = 33'-II" WALL BRACING PLAN A-6 ROOF PLAN A-1 SECTIONS d DETAILS A-8 DRAWING NUMBE FNrRAM I I ) LAN - S 1 IMF_ ELE\Y/AT 1 ON NOTES A-a TJI-DETAILS A-10 SCALE: 1/16" = I ft A === l m Z O v z O v f� O w O zIII III will W - O n �- r Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Lu Lu ILL Lu Jill Jill I ill H nnl/t l�. Lu l� M V O tu � r� wm z �v V z - zz m Z Z J� 0zw REAR ELEVATION uuQ iv �- d oz SGALE: I/4" = 1 ft Q Z a z L w IL VA > QLw ® O J poC O �} �U�< l� v/ N6 Q� Q z I I Jill ill ill Jill Ill Ill Jill Lid 12 Jill DE,VERED AUG 2 5 2023 0 0 4O m o - 00 �Oz 12 12 tu 4� - —14 - 41 Jill III Jill 1111 Jill O Q - - - Z _ -�4 pa z 00, x iL p tu O � N� oW w < Ow 0 Lu o 9 a 3 Z °z 1111- tu v Z ® E2 ® ® M E3 ED IM w< ID El 0 1:1 0 0 0 El !�! x � z = El FL] F-!�! W :3 El El El 0 0 10� 1:1 0 0 �O m i DATE: AUGUST 2023 Slip F-LE\/AT I ON SIDE ELE\/AT I ON 50ALE: 1/4" = I ft SGALE: 1/4" = I ft REAR 4 SIDE ELEVATIONS DRAWING NUMBE A - 2 m 442'-b" 8 [UG3B] P.T. LEDGER 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER z P x 4" GALV. LAC 5GREN5 AT 16" O.G. STAGGERED STRIP FOP, EAVES LE55 THAN 20' ABOVE GRADE o7.2] 61 V -15'-b" No. 15 ASPHALT FELT UNDERLAYMENT[R"105.1.i] TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 SELF-ADHERING POLYMER-MODIFIED 2'-0" BITUMEN ICE SHIELD BARRIER[Rc105.1.21 z 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 14'-0" 6'-6" 12'-0' 36" INSIDE EXTERIOR HALL LINE FOR> 8:12 SLOPES OC 1/2" STRUCTURAL PANEL SHEATHING [RbO3.2] IL R-3q GLOSED-CELL SPRAY FOAM (5PF) INSULATION A r P.G. FTG DECK LATERAL CONNECTION [R507.I51.2] W SIMPSON DTT2 A-8 - - - INSTALL IAH M NUFAGTURER'5 SPECIFICATIONS PIGAL-2) SOLID HOOD BLOCKING Z (TY ECRE55 WINDOW HELL m GDR}-O� - I - - - - - b" GONGRETE STEM HALL ON 1 - I- - J L 16" x 5" P.G. FOOTING C4 _ _ D�GK PROVIDE FALL PROTECTION CEILING J015T i1 Q BASEMENT ENTRANCE STAIRS in - I (NP-'�) 0 b" REINFORCED CONCRETE RETAINING HALL c4 I I I lL �B� Q I Y DRIP EDGE [Ra05.2.5.5] #4 REBAR AT 12" ON-CENTER EACH HAY >< Ix8 HOOD FASCIA STANDARD HOOK AND LAP INTO 16" x 8" P.G. L IQ - L - - N Q - - - J �Q- J L - - _ I/2" GYPSUM WALLBOARD FOOTING. 2" MIN REBAR GOVER f - - - - - - - - - - - - - - - - - SOFFIT VENT DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID O 11 7s/e"R I - - MINIMUM 24" LAP SPLICE LENGTH [Rb02.5.21 INSULATION TO HOOD FRAMING PER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - I MANUFAGTURER'5 INSTRUCTIONS FOR HIOH-HIND N - - - - - - - - - - - - - - - - - - - - - - 2836 CASEMENT 2836 GA5EMENT GAS HATER HEATER I AREAS AND TO RE515T A MINIMUM 28 psf ECRE55 WINDOW ECRE55 WINDOW A. O. SMITH H!1 I SUCTION LOAD (EXPOSURE B) OR 40 p5f 200 (EXPOSURE G). �- - - - - -3 " H ND I L I1.78] GONG PLAT I CAPACITY 50 gal I I 10 I �j,-Ly - AND STEPS I P EMERGENCY ESCAPE $ N I R 5E QO RESCUE OPENING [R310] DRYV ELL L -1 43°68 I -� ' PLASTIC HOU5EHRAP INSTALLED UNDER FOAM 4'-3 - _ INSULATION. INSTALL AND TAPE ALL SEAMS PER HVAG EQUIPMENT IN GRAHLSPACE I I 2x4 HALL STUDS AT 16" O.G. I MANUFACTURER'S INSTRUCTIONS [R703.2] J = PROPANE FURNACE: LENNOX MLIG6UH045XE36B GLA55 IV L - I R-15 UNFACED FIBERGLASS BATT INSULATION i ,JL - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - l9 DIRECT VENTED TO OUT5IDE;AHRI 204454167 R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) (1 m I i I HEATING GAP: 43,000 Btuh;AFUE = L16.6 i 1/2" GYPSUM WALLBOARD ! RIGID FOAM INSULATION. INSTALL USING / 2x8 PLATFORM I Q Q I v i GAP-HEAD NAILS WITH A MINIMUM 3/4" - INDOOR COIL: LENNOX GHX35-24B+TDR -1 I i PENETRATION;SPACED 12" O.G. PERIMETER AND i I IL WWQ OUTDOOR UNIT: LENNOX MLI4XG]5024-23OA;AHRI 204503265 I R-13 2 GL05ED-GELL 5PF INSULATION I I&" O.G. FIELD. m0 w COOLING GAP: 24p00 Btuh;SEER = 16.00 (ALSO AT RIM JOIST IN SECOND N FLOOR PLATFORM - NOT SHOWN) K INSTALL IAN MANUFACTURER'S SPECIFICATIONS i _ J 1/2" STRUCTURAL PANEL 5HEATHIN6 NOTE: K I i HOLDDOWNS ARE � 7- I F 3/4" STRUCTURAL PANEL SUBFLOOR ! z 13 N I NOT REGU I RED FOR I 2x SOLE PLATE D 0l� DOUBLE FRAME = I I 2x BAND JOIST I � AT STAIRS I I ' O THIS PROJECT. AFGo ZIP MODEL MN z 4"� STL COLUMN I `� IZ� I I ! ON 2'-6"x2'-6"xl2" DEEP P.G. FTG. 1 I 2x6 PRESERVATIVE TREATED SILL [UG2] N I IO 0 I I I CD H/(3)-#4 REBAR EACH WAY iv dJ I IQ 0 (ENGINEERED DESIGN) I� �I I FLOOR JOISTS I COPPER TERMITE SHIELD N I Izp Q I N111E (TYPIGAL-7) XL OVER SILL SEAL (2)-1.75x14 LVL GDR -I (ENGINEERED DESIGN) I WOOD SILL PLATE TO FOUNDATION ANCHORAGE EXTEND SIDING TO WITHIN 12" OF FINAL GRADE FOR HISTORIC DISTRICTS ` [R403.1.6] __ __I .,__I __ I-_ _I__ _ I _ I __ I I __ I _ I __ __I __I __ I_ I__ __ MINIMUMYY dia. ANCHOR BOLTS SPACED NOT -- '--- ,^ : I UNEXG�VA:TED I I-� I I I I �' I I I I c"' I I� I I - I I m NOT 7'61NTO CONCRETE OR GROUTED FINISH GRADE v cv m I BEAM POCKET 7 `l N i I I I L _ _ J L _ _ J L _ _ J _ _ L _ _ J L _ _J L - - J (TYP-2) I I CELLBOLTS SHALLSBE ONCRETE TEDMN TOE MIDDLE UNITS.NRY THE v :: :, : :, - 6-2 6-6 b-6 6-6 6'-6 6 6-2 I I - OF THE WIDTH OF THE PLATE. A NUT AND (� r HASHER SHALL BE TIGHTENED ON EACH ANCHOR +�-- (� BOLT. HALL BE NOT FEVER THAN THO in BOLTS PER SPLATE SECTION WITH ONE BOLT J'-'ut m O _ I LOCATED NOT MORE THAN 12 INCHES OR LE55 z F- po cn v m z 0 0 10" POURED GONGRETE FOUNDATION STEM HALL THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH J-4.J WlT �z I L_ - - - Iw z I I VERTICAL REINFORCEMENT: #4 REBAR AT 12' O.G. I END OF THE PLATE SECTION. HALLS 24 INCHES 0'=' cn O < d f� m w 1['4" TO 43/4" CONCRETE COVER FROM INSIDE FACE TOTAL LENGTH OR SHORTER SHALL HAVE NOT �p _ N z_ [A - - '�n- � lU cV I I�p I ( HORIZONTAL REINFORCEMENT: #4 REBAR AT 15" O.G. z p I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE a J Q Q O I I UPON 24"x 12" H R V41THIN 12" OF TOP OF CONTINUOUS P.G. FOOTING ALL ° z w I I I I- -i I CSHALL ESETHIRD ATTACHED OF THE TO ADJAGE HALLATE SECTION LL LL 3 IX ul M- 4 L � Q I I MINIMUM 3'-0" BELOW GRADE BASEMENT iU Q N ( I I I I PANELS AT CORNERS AS 5HOHN IN ITEM C1 OF U N V 3 "v z Q 1L r W Iu Q I I 4" P.G. SLAB Q Q N I I I I r Q Q _ �'-Q �' u i dl Ids - - - - - - - - - - - - - - - -� I I- - -I I N TABLER602.3(I). Qo���µ p; �� mad r �t I I O O lD `r- V v „(Y iL u� Q 10 I I i I �L LWwl N w I I R-II BASEMENT WALL BLANKET INSULATION 0 v D,O* O ILL O y IQ I I I 0 I w I - J P.G. FOUNDATION HALL HITH UNBALANCED BACKFILL w �Ly z I LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS Q p d� B 0 z (� Q I L - -- - - - - - - - - - - - - - - - - - - J I I z i I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR 19<r O L_ __ - - - - - -- - - - I WITHIN 12 INCHES OF THE TOP OF WALL STORY AND O 0 u CV I dJ ( I ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL uLu in I = I = STORY;OTHERNISE, SEE PLANS[TABLE R404.1.2(U] O p i -1 I DECK 2x8 [UG3B] P.T. LEDGER I I EXPANSION JOINT - - - - - - - - - - - - - - - - - - - - - - - - - - O I ABOVE _ I I 1/2"cP x 4" GALV. LAG 5GREH5 AT 16" O.G. p fV I I STAGGERED [R507.Cf] I O 4" P.G. FLOOR SLAB I N Q I I I I I POURED CONCRETE FOOTING ON UND15TURBED 501L [R403.1] - - - - - - - - - - - - - - - - - - - _ I (9 MIL POLYETHYLENE FILM C) I CONTINUOUS UNDER 5TEMNALL (2)-2xIOP.T. ODR - - - - ---- - - - --- - - - - - - - - - - - - - - P, r P.G. FTG SEOT I ON ���° •...�4', - - - - - - - - - - - - - - 50ALE: NTS A I 0' HERED AUG 2 5 2023 A-8 � Q 2" � m 22'-10" 7'-2" 13'-0" 10'-0" 22'-0" O O 4"x4" [UG45] PRESERVATIVE TREATED P05T WITH GALV. METAL P05T BASE ANCHOR ON O O nj 12"(P x 6'-0" HIGH P.G. COLUMN WITH (2)-44 VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING HITH (2)-#4 REBAR EACH HAY, REBAR 4" ABOVE BOTTOM m MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 181-- IN PRESUMPTIVE 2k BEARING SOIL (TYP-(q) (ENGINEERED DE515N) ~ Q z o(V a � z FOUNDATION PLAN cn o Q o qa 1 � SCALE: 1/4" = I ft Q luIN t- '�- ON tL Otu tu 6 STRUCTURAL DESIGN NOTE O pLi ua-� 3: X z In accordance with the 2020 RGNYS; structural W WINDO AND DOOR SCHEDULE elements such as engineered wood, steel and ~ I v No. DESCRIPTICN CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/wood composite columns, beams, headers and Q � 9- WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: CL� Z M A PELLA 250 SERIES 3-0/5-0 E1 31 1/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 1) resist gravity loads, and V B PELLA 250 SERIES 3-0/3-0 31 1/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON (V tu C PELLA 250 SERIES 2-WIDE 6-4/5-2 E 33 1/4"x 25 3/16" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON ^ O 2) are not contained in the prescriptive design D PELLA 250 SERIES 3-WIDE 9-0/5-0 E1 31 1/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON provisions of the 2020 RGNYS J o E PELLA 250 SERIES 2-0/3-0 19 1/4"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON F PELLA 250 SERIES 3-0/6-10 N/A 0 sf 15.40 sf 0 sf 20.5 sf U=0.30 SHGC=0.28 -26.01-35.1 psf[20 sf] 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed In accordance with ~ O m G PELLA 250 SERIES 4-0/4-0 N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON ANSI/AWG NOS-2015 with 201.5 supf'lement. H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.0/-31.1 psf[50 sf] 70.5"x 50.5" H FIXED ARCH HEAD,T-8"SH,VINYL FRAME,LOW-E GLASS,ARGON LL PELLA 250 SERIES 2-8/3-6 27 1/4"x 37 1/4" 7.00 sf 6.30 sf 7.00 sf 9.3 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sf] 32"x 42" 1 CASEMENT EGRESS,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) Structural elements such as walls and fenestration that: J PELLA 250 SERIES 6-0/6-10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON K THERNIA-TRU FIBER-CLASSIC IFCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS DATE: AUGUST 2025 L 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 L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS I) resist wind loads, and M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.01-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 N 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 N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions th O CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION p ons o e 2020 RGNYS TYPICAL WALL SECTIC N P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE 1-I6 wind 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 provisions and acceptable engineering practice. DRAWING NUMBER 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] where such elements occur in the plans, they are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 annotated "ENGINEERED DEVON." _ O O O 42--b" CLOSED-GELL 5PF 6-4" 14'-b" tu MAJESTIG QUARTZ 32 DIRECT VENT OAS, FIREPLACE. INSULATE 4 AIR-SEAL ALL 11 A KALL5,CEILING AND FLOOR OF GYPSUM E30AP-D 6, THE CHASE. INSIDE HALL H000 STEPS SURFACES, SHALL BE 11 c� CONTINUOUS, BEAD OF 5HEETROGKED AND TAPED. < SEALANT W-01' HALL5HIELP AND GEILINO FIRE5TOF'5 SHALL BE CAULKED GYPSUM BOARD DECK WITH CAULK HAVING A 300' F Q 5/4xb DECKING MINIMUM CONTINUOUS EXPOSURE ATTIC PATHWAY FOR SOLAR ELECTRIC (TI03.81 RATINO. COAXIAL VENT HAS, (2)4-75 x 14 LVL HDR INSTALL 2"(P VERTICAL 5GHEDULE e>O PVG CONDUIT 5' LONG HALL LINE ABOVE OUTS DE COMBUSTION AIR CONTINUOUS, BEAD OF THROUOH ALL HALLS, TO ATTIC,WITH TEMPORARY PLUGS INTAKE. SEALANT NOTE: 2xro STUD OR GAPS, AT EACH TERMINUS, [E5802.3.2 CONTINUOUS MINIMAL OVERHANGHALL IN ROOF AREA 4040 F J F O C1050 EXPANDING FOAM AT WINDOW UNIT PERIMETER 5000 5L 6000 SL 5000 5L (2)-1.75 x 11.575 LVL HDR L ----------------- T 36" GUARD [R312.1] HINPON UNIT ---- ------------------------------- -------- --------- ------ -------- (IIIIi BA5EMENT ENTRANCE HALL LINE ABOVE NOTE: cl'-O" CEILING HEIGHT -------------- DOWN KITGHEN THROUGHOUT FIRST STORY CONTINUOUS MINIMAL 'N PL\TE Ht. 5'-E A F- F LA _e H.. ci'-I" A5F (EXCEPT FOYER) EXPANDING FOAM AT WINDOW I I I I N UNIT PERIMETER -- --------------- -- --- -------J L-------- C c 1)CIN NI 1-il 23'-4 1/2" -7'-0 1/2" D FIR ccc,) D� Q FAMILY ROOM SANDWICH FJ BETWEEN (4) �p 0 USE (5)-5/4" x 10" THROUGH BOLTS z 13 13 1 1 _j < GONTINUOU5 BEAD OF AT GONNEGTION d)Ii SEALANT --------------- Lu Lu _j _j _j ! X 4'-3" Q ------ 6 PLYWOOD SHEATHING L (3 Lu I Q z PLYP4000 5HEATHINC, UNDER I GYPSUM BOARD FOR H5P U- 11 6YP5UM BOARD FOR H5P L BRACED HALL LINE <I I I�---------- GYPSUM BOARD 6YP5UM E30ARD z A BRACED HALL LINE < �ZIEF C) -7 A Pro I TECHNOLOGIES BEAD OF 0 GARAGE I Q 1'-3 1/2" "Z' :�i I 1 N cl) 5" P.C. SLAB MODEL 7705 SMOKE a C.O. ADHESIVE x (Z U- . 11 -11, —1 PROORAMMABLE x PITCHED TO DOOR DETECTOR (TYP) P THERMOSTAT T_ CONTINUOUS, BEAD OF SEALANT I HALL LINE ABOVE 0) 1 21"10 SELF-GLO51NO 20-min 2 0 9 25 cfm CONT. -7" x -7" PSL COLUMN 1:15 x I(q LVL TO ERV F.R. DOOR [R302.5.11 2" CLOSED-GELL 5PF II FLUSH HDR 4x4 LNI 2 c� d) ----------------J = 1_ �:�-115 x 16 LVL FLUSH HDR P05T- //-4x4 7 L=L 7 x =_=_== - P05T (ENGINEERED DESIGN) I k DL (3)-1.15 x 16 LVL DROP HDR- PT�r 4 -—--—--— -—--—--- 4x4 10 x4 5N) I 4x4 POST BATH 11r- (ENOINEERED DE51C i POST POST 11�10 cj Lu Ty I T — ---------------I I PLY'4-400D SHEATHING UNDER-L-- JU k) � it.) INTERIOR GARAGE HALLS, 0 CONTINUOUS BEAD OF (2)-2 R-15 BATT INSULATION 6--�F'51JM BOARD FOR H41 < z SEALANT \\BRACED HALL LINE 20 cfm GONT. z Y2" GYPSUM BOARD GL — _j 1 2 �!to 71 2*70 TO EPIV GYPSUM BOARD a- I QN GARAGE CEILING: q [MI505,43 < t- 43 Y2" GYPSUM BOARD 28"10 (3 2 T o FOYER IN z < Q z I [TABLE R302.61 z OPEN TO ABOVE < > OL t lu UA // 1\ d) 1z lu 3 -1 --1 (14 OL x < c� N CONTINUOUS BEAD OF PLYWOOD SHEATHING UNDER 24-70 n MASTER BR SUITE 1 3 01 SEALANT GYPSUM BOARD FOR H5P PININ6 ROOM 7 L ILL < BRACED HALL LINE > < M Lu 'X < CONTINUOUS, MINIMAL < 1 3 1/2" 'Z LW 10'-3 112" < I WA < EXPANDING FOAM AT WINDOW < 0 UNIT PERIMETER d) HEAT DETECTOR GYPSUM BOARD FOR V HALL LINE 7 Ei PPR PLYWOOD 5HEATHIN6 UNDER x LL LIA d) _j BRACED WALL LINE Lu n 2L--- tu --------- z ABOVE- SHOWER WINDOW UNIT(OR 30'70/(2)-lolo 5L HEATHER-PROOF DOOR) z ELE6. PANEL/ 22'-1" TYPICAL BEARING -U1 d) 13 - -------------------------- Q HALL LINE ABOVE -1---------- - HALL (SHADED) O5050 5050 (2)-135 x 11.&-75 LVL HDR CONTINUOUS, MINIMAL 11050 PORCH EXPANDING FOAM AT WINDOW 20 cfm CONT. 2470 5/4x& DECKING UNIT PERIMETER TO ERV 3 1/2" [M1505.41 5 1/2" Or:"f PROVIDE RE5ERVEE> SPACE IN SERVICE PANEL FOR 6-8 1 12" FUTURE 50LA R ELECTRIC INSTALLATION [TIO3.cI] '7" x'1" FIN15HFr-> COLUMN bx6 P.T. P05T t p. PLATE Ht. 8'-5" ASF PLATE Ht. cf'-I" ASF (TYP-3) W-L-15 x 11.5-75 LVL HDR CONTINUOUS BEAD OF SEALANT (2)-2xI2 P.T. HDR C1050 X L -0 N000 5TEE5 2023 GYPSUM BOARD DEL,VERED AUG 2 CONTINUOUS BEAD OF 10, 6-4" W-b" O ADHESIVE 6-4" .91 CONTINUOUS, BEAD OF SEALANT 22'-81" 101-0.1 22'-0" to to 4 O 2" CLOSED-CELL SPF Il IL ! f -Z lu 130 A 43 CONTINUOUS SILL SEALER - A-8 4 43 FULL WIDTH OF SILL fV z 0 - 13 < FOUNDATION HALL 6 tu tL OC < < CONCRETE SLAB cj lu z F I R57 FLOOR PLAN STRUCTURAL DESIGN NOTE SCALE: 1/4" 1 ft 3: 9) Ju A In accordance with the 2020 ROWS; structural [— L-U,< elements such as engineered wood, steel and steel/wood composite columns, booms, headers and \\/' I /•,�\. \ '� `� < < OL girders that: -l-'7 77 1) resist gravity foods, and 6— lu 2) are not contained In the proscriptive design provisions of the 2020 RcwrS NOTE: IT 15 THE INTENT TO PROVDE FORA CONTINUOUS, AIR BARRIER NE WITH THE Here designed in accordance with THERMAL ENVELOPE. TH15 DETAIL 5HON5 IL TYPICAL METHODS OF AIR-SEALING U51NO ANSI/ADC NDS-2015 with 2015 supplement. IL VARICU5 BUILDING ELEMENTS, APPROVED i; ADHESIVES AND SEALANT5. FRAMING Structural elements such as Halls and fenestration CONFIGURATIONS NOT 5HOWN, 5UGH AS that: -----H_ CANTILEVERS, AND 5TAIRAH-ELL5, SHALL BE SEALED IN A SIMILAR MANNER TO PROVIDE FOR DATE: AUGUST 20�5 A CONTINUOUS, AIR BARRIER ALIGNED WITH THE 1) resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. 2) are, not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RONY5 FLAN Here, designed in occordance, with A50E ,7-16 wind I�_x--- �2to X5HOHER L AIR SEAL INO r�)ETAIL5 SCALE: 5/4" = I ft provisions and acceptable engineering practice. DRAWING NUMBS where such elements occur In the plans, they are annotated "ENGINEERED DESIGN." A 4 m A A-8 Z O # v 4q'-Io° z 3'-1 5/4" 14'-2 1/4" r----�T�R------ 6-4" IL I I I I Z I I I I ; I + lh I ,+s1— I I k •• ------i- ---------------- -L----- # r-------------------- -------------- I WALL LINE BELOW -- -------� --------- O I — 6452 HAZARD ; NG [R308.4] I O I I I � _LL1O I I 1 I I I � I 2r6 GJ AT 16" o.c. 4a4 G 3� ;p LLJ I O I ml 4040 PIG i -(2)-I.'75 x 11.875 LVL FL HDR `[ }D& W z --- (y 0 0 ------------- -- -------------- ---- - i 7'-0 1/2" (ENGINEERED DESIGN) m I I DOUBLE WALL STUDS - 4'-II" ' I I 3 1/2" 3 v " BEDROOM 4 Q 3'-3 1 o il,'-q• 3' v ' i i m j - 2x8 PLATFORM I W.I.G. - 8'-0" G Ht It) I oO I I - m BATH i o of Q 20TOmERV (F)I [MI505.4] `3 I I WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] I I o I N LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR lu o (NSTALL ERV UNIT IN IONED ATTIC. VENTILATION DUCTS SHALL TNOT BE CONNECTED TO THE FURNACE / A.G. SYSTEM. I I 241 •p I t- N 5-10 4'-0" -I I- 20 cfm CONT. I I I I l ~ ----� TO ERV 4'-2 I/2" - < Pro I TEGHNOLO61E5 � O zCa I I l [MI5o5.4] iv -- -) MODEL T705 I O T HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL z ® I _ - U ® PROGRAMMABLE of o m m to � S THERMOSTAT I 2� ---------� INSTALL IN AN AGGE551BL.E LOCATION ON A 2nd STORY WALL. �I 'Z l x I I Q m I m N N MOWER I STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE ry ------r-- _"_____= 24 l0 2afo a —-- CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL c15PO7 I = L I N I 36 GUARD[R312.1] _ _ _ r Q 4-70 r = N �� 2afo �� SLOPED GEILIN6 �� I FRESH AIR TO AN INSIDE DIFFUSER INSTALLED IN UPPER HALLWAY I I ® �— — —� IA.G. 13ET/URNI m SMOKE k G.O. HALL I 1 i ---i cV STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. I HVAG EQUIPMENT IN ATTIC m DETECTOR (TYP) (2)-2x10 DOOR HEADER I 1 5TALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL ISN48 PROPANE FURNACE: LENNOX MLIg6UHO45XE36B C-LA55 IV SLOPED x �— — —J IN BEARING WALLS AS SHOWN p I I m ALL DUGT5 SHALL BE 6" dla (OR EQUIVALENT), INSULATED TO R-4.2 DIRECT VENTED TO OUTSIDE;AHRI 204454167 O GEILINc _ y -- (2)-1.75>11.875 LVL FLUSH HDR - (TYPIGAL-5) POST UP - —-- fl I I cV I HEATING GAP: 43000 Btuh AFUE = qb.b _ ___ rams___i_ gig _ I - I I SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: I - o INDOOR COIL: LENNOX GHX35-245+TDR N I" RIGID IN5UL I 287 BEARING WALL (ENGINEERED DESIGN) j TRIPLE GJ UNDER POST H I I j OUTDOOR UNIT: LENNOX MLI4XGI5024-230A;AHRI 204503265 ° I �J i I 1' MAND MINIMUM 25 cfm EXHAUST FROM KIBTG ENOOM ON ATTIC 287 - 36" GUARD R312.1 I I I m KITCHEN EXHAUST TO ERV IS NOT REQUIRED IF A RANGE HOOD N 12 x 12 AIR ® [ ] O v IS INSTALLED AND I COOLING GAP: 24,000 Btuh;SEER = I6.00 ACCESS DOOR S t x VENTED TO OUTSIDE HAVING A MINIMUM OF 100 cfm. ` INSTALL IAW MANUFACTURER'S 5PEGIFICATION5 TRANSFER GRILL m I _�_�_ I v OO 2a44 O N AUNDRY IN CEILING I I . J ZI IZ I I O J � ry re 91 v i MASTER BR SUITE 2 DRYER EXHAUST o Q i q'Ht TRAY GEILIN6 tu WI•G•tu t I m Z Q iv [M1502] DRYS WASHER OPEN TO BELOW U O i lu 2x8 GJ AT 16" BEDROOM 3 c x 6'-O I/2" 8'-O" G Ht v m 3 1/2" 3 1)2" 12" ABOVE PLATE 203o I ''II ,, — ----------- l0'-O" I 14'-5" I I p J 4-1 O Q cv DOUBLE WALL 5TUD5 1 O < z � Q W N 1X 11.1 N i (2)-2x10 HOP, I N O !n - -- � > <d W.I.G. 2670 12'-5° 51042 EYEBR 0 eve- OW PIG ---------------------- --- l i i� V/ Q d 0 z �� SLOPED GEILIN6 n ��\ I p I j I (2)-1.75 x 11.875 LVL HDR ip O I WALL LINE BELOW r = (ENGINEERED DE51ON) m I 2 L-----------------------------------------------------------� " dJ E 2x6 GJ AT I6 o.c, m i OG 6 PLATE HEIGHT O b452 q'-5" ABOVE SUBFI1bOR I I I I I I I I I I I I AIR SEAL I NO MOTES I I I I WALL LINE BELOWL-- - ----- -- - -- — - TABLE R402.4.1.1 -2020 AiR BARRIER AND INSULATION INSTALLATION I ----------------------------- INSULATION L________________________________I INSTALLATION r COMPONENT AIR BARRIER CRITERIA J CRITERIA i--------------------------- A continuous air barrier shall be installed in the a1 •.�; 'of '- building envelope. -----------------------------� ,.. Air-permeable Insulation shall not be used as , ,- General requirements The exteriorthermat envelope contains a aseating material. 6'-6" -6" 7'-6" 2'-6" continuous air barrier. perrt f-nt- Breaks or joints in the air barrier shall be sealed. UCL VGtZGD AUG 2 2323 The air barrier in any dropped cedinglsoffit shalt be 15'-O" 5'-6" aligned with the Insulation and any gaps in the air Celling/at;ic barrier shall be sealed The Insulation in any dropped cellfngrsoffit b Shall be aligned ed with the air barrier. 4q'-10" Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Q 4� m Cavities within corners and headers of frame The Junction of the foundatlon and sill plate shall be walls shall be insulated by completely filling o = v � sealed. the cavity with a material having a thermal �I I resistance of R-3 per inch minfmum. SEGO I ` D FLOOR PLAN � I Walls The Junction of the top plate and the top of exterior A 1 10 walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial SALE: 1/4" = I ft IL Knee watts shall be seated. contact and continuous alignment with the air A-8 O Q q)barrier. Z The space bet:veen window/door jambs and O:< tu Vlindo es,skylights and doors iram Incl.and skylights and tram Ing shall be seated. Q ° Q � Q �clm alSts Rim Joists shalt Include the air barrier. Rim"oists shalt be insulated. F Floor framing cavity insulation shall be (� �Q Z —� = < installed to maintain permanent contact with V/ Q I the underside of subfloor decking. r MM Z U) Floors including cantilevered floors The air barrier shall be installed at any exposed Alternatively,floorframing cavity insulation O d O LJa and floors above garages. edge of insulation. shall be in contact with the top side of Q lL sheathing or continuous insulation installed SOLAR-READY N p to ID on the underside of floor framing;and CERTIFICATE to extending from the bottom to the top of all O 0 d 0 erimeterfoor framing members. Q lu d 0LU Exposed earth in unvented cra:vl spaces shall be Crawl space insulation,where provided This home has STRUCTURAL DESIGN NOTE O ILi CL � Z Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be incorporated features at � O O overlapping"Dints taped, permanently attached to the walls. the time Of Initial z p- V Duct shafts,utility penetrations,and flue shags In accordance with the 2020 RGNYS; Structural �-- l j d �LI construction to enable the Shafts,penetrations opening to exterior or unconditioned space shah be elements such as engineered wood, stee I and v� seated. Installation of solar steel/wood composite columns, beams, headers and < 0 Batts to be installed in narrow cavities shall electric. Id that:Narrow cavities be cut to fit or narrow cavities shall be filled girders a : (L d (`I with insulation that on installation readily 1_ Z _ conforms to the available cavity space. The solar-ready roof I� 1) resist gravity loads, and to Garage separation Air sealing shalt be provided between the garage Zone Is shown on this H (`I L and conditioned spaces. construction plan excerpt 2) are not contained in the prescriptive.AUIT desi n Recessed light fixtures installed in the building Recessed light fixtures installed in the Recessed fighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight UI O and is free of provisions of the 2020 ROWSg V— surface. and IC rated. 0 ITobstructions that would _V In exterior walls,batt insulation shall be cut limit placement of solar were designed in accordance with O O neatly to fit around wiring and plumbing or g Plumbing and wiring insulation that on installation,readily panels' ANSI/AWC NDS-2018 with 2015 supplement. LL to conforms to available space,shalt extend behind piping and wiring- Plastic conduit for future The air barrier installed at exterior walls adjacent to electric wirin has been Structural elements such as wai Is and fenestration Sho:verttub on exterior wall showers and tubs shall separate the wall from the Exterior walls adjacent to shovers and tubs that: shall be insulated. CONDUIT installed through walls at DATE: AUGUST 20 5 shower or tub. g The air barrier shall be installed behind electrical the locations shown to 1) resist wind loads, and Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed facilitate the installation boxes shall be installed. of wiring between the HVAC supply and return register boots that electric service panel and 2) are not contained in the prescriptive design 2nd FLOOR HVAC register boots penetrate building thermal envelope shall be sealed SOLAR-READY roof-mounted solar SOLAR-READY provisions of the 2020 RCNY5 PLAN to the subfloor,wail covering or ceiling penetrated ROOF ZONE ROOF ZONE5 by the boot. panels.Where required to be seated,concealed fire were designed in accordance with ASGE '7-I6 wind sprinklers shall only be seated in a manner that is provisions and acceptable engineering practice. DRAWING NUMBS Concealed sprinklers recommended by themanufacturer. Caulkingor other adhesive sealants shall not be used to fill where such elements occur In the plans, the are voids between fire sprinkler cover plates and walls annotated "ENGINEERED E516N." y A === 5 orceilin s. CONTRACTOR TO AFFIX ABOVE CERTIFICATETO HALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] Z O BWL A BWL B BWL G BWL D BWL E BWL F ~ 12'-8" I I'-4" 13'-8" 5'-6" O k Q _ _ I I W BWLI ----,---------r--- 12'-2" --- - --------- -7-3,-�„ ---_----- 34„-r------r--- ; � I ° r- o - -f- i BWL 2 ------d f_-= �- , -- --- -- 1-71-1 4' o" BRACED WALL PANEL CALCULATIONS Wind Adjustment Factors -Table R602.10.3(2) (p.187) s; Upper Story J Numbered Lettered Wall Wall Lines Lines Comment Exposure Category 1.00 1.00 Exposure B; 2-Sty Roof Eave-to-Ridge Height 0.98 0.98 9'-8 Roof Only Wu Story Height 0.93 0.93 8'-8" N m , , Number of Braced Wall Lines 1.30 1.60 3; 6 Additional 800 lb Hold Down 1.00 1.00 N/A _ ___ __ __ Gypsum Board Fastening 1.00 1.00 N/A 3�' 3 � - Wind Factor Total 1.185 1.458 --I -',,,\ ------------ - ------------- -} --- 41-611 6-4" !41-611 I F Braced Wall 140 mph Total Bracing Braced Wall Bracing Line Spacing Required Wind Factor Required Length Status End Line Method g Total Bracing Condition (ft) Bracing (ft) Length (ft) Provided (ft) 1 WSP 10.75 3.19 1.185 3.78 25.19 OK N/A 2 GB 12.33 6.55 1.185 7.76 52.69 OK N/A SEOOND STORNr E3NL PLAN 3 CS-WSP 13.92 3.48 1.185 4.12 24.33 OK 1 ((� SCALE: 3/16" = 1 ft A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK 3 Z B GB 10.58 5.76 1.458 8.40 17.67 OK N/A n- C GB 12.00 6.40 1.458 9.33 23.00 OK N/A - D GB 12.50 6.63 1.458 9.67 25.42 OK N/A tn` Lu m tu ~ E GB 9.58 5.50 1.458 8.02 17.83 OK N/A v F CS-WSP 5.50 2.50 1.458 3.65 13.58 OK 1 or 3 z Q It Ira w 0 r1� <- � oz_ uu11 V O��.. O Wind Adjustment Factors -Table R602.10.3(2) (p.187) d � �-W ®ILI BWL G BWL H BWL I BWL K Lower Story 0. 22'-5" j 8'-7" 43'-a" I. Garage Garage Dwelling Dwelling j Q}C X Numbered Lettered Numbered Lettered Comment N O 0 Exposure Category 1.00 1.00 1.00 1.00 Exposure B 4 ,_..�_....,- ..._._.__....,�.- .,_-..._ ....._., _...-.x...... M.,, Roof Eave-to-Ridge Height 0.99 0.99 0.99 0.99 9'-10"Gar; 9'-8" Dwelling Story Height 0.98 0.98 1.01 1.01 9'-8" Gar; 10'-2"Dwelling Z Number of Braced Wall Lines 1.00 1.00 1.60 1.45 2, 2 GAR; 5,4 Dwelling -^^ 4'-4" Additional 800 lb Hold Down 1.00 1.00 1.00 1.00 N/A Gypsum Board Fastening 1.00 1.00 1.00 1.00 N/A 1 - +=- - - ' - --- Wind Factor Total 0.970 0.970 1.600 1.450' BWL 4 -- � .I �__ r 1 ---------- � yak �f��m a.� ✓_, �rR1 Total q,;�"• '^ r:e `. Igy ¢ Y Braced Wall Bracing Wind Factor Required End Braced Wall 130 mph Bracing Line Spacing Required Length Status Line Method Total Bracing 1 >I-� (ft) Bracing(ft) 9 Condition ' Length (ft) Provided (ft) C ` ,` �•, ♦♦ 6y Garage 5 CS-WSP 25.42 5.08 0.970 4.93 6.00 OK 3 .. r 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK 3 I UNDER D NO BWL J G CS-WSP 22.42 4.48 0.970 4.35 7.08 OK 1 D&E, IVERED AUG 2 5 2023 ( PLYWOOD LLBOARD � � SHEATHI PLYWOOD 51-EATHING I H WSP 22.42 5.48 0.970 5.32 6.00 OK N/A UNDER WALLBOARD - --' _I_ , I ' UNDER WALLBOARD Dwelling O PLYWOOD SHEATHING - - - _-- I - = g O 4 CS-WSP 17.08 6.98 1.600 11.17 17.25 OK 1 or 3 Q m 5 CS-WSP 25.42 9.90 1.600 15.84 25.00 OK 3 O - ,n l0'-9" 8'-0" i 6 CS-WSP 18.70 7.55 1.600 12.08 18.75 OK 1 or 3 �►� a- I II I BWL 6 - - _ _-_- 7 CS-WSP 25.42 9.90 1.600 15.84 18.00 OK 3 8 CS-WSP 20.33 8.12 1.600 12.99 13.00 OK 1 O - m H WSP 8.58 4.50 1.450 6.52 15.58 OK IN/Atu I CS-WSP 24.78 9.67 1.450 14.02 29.08 OK 3 0 m PLYWOOD SHEATHING J CS-WSP 21.88 8.66 1.450 12.56 20.42 OK 1 or 3 O ~ PLYWOOD 5HEATHING ' rn UNDER WALLBOARD UNDER WALLBOARD K CS-WSP 32.75 12.46 1.450 18.07 35.67 OK 1 or 3 p } i j PLYWOOD 5HEATHING i `^ O O Z UNDER WALLBOARD �'\\ V I O ILFri IL l z lu t tu BWL 1 --- - �'-4" ------ n _� Q Q Z (`I 4-Io -oilL41-10" JU F- 01-011 I I �O m � I 22'-0" I 2I'-q" , tL DATE: AUGUST 202 WALL BRACING PLA F I R57 STORY BNL FLAN DR "ING NUMBER SCALE: 3/I6" = I ft A == & m Z 13 TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS a,b,c,d,e,g GROUND SNOW LOAD(psf) z 20' 30 V RAFTER RAFTER SPACING Roof span(feet) O SLOPE (inches) 12 120 128 136 112 120 1 28 136 p Required number of 16d common 1�•! tu nails'°b per heel joint splices,a,e ° 12 4 6 8 10 4 6 8 11 Z 3:12 16 5 8 10 13 5 8 11 14 N 24 7 11 15 19 7 11 16 21 12 3 5 6 8 3 5 6 8 Ll n SOLAR-READY ZONE [TIO3.31 PROVIDES 36" WIDE AGGESS PATHWAYS 4:12 16 4 6 8 10 4 6 $ 11 . FROM EAVE TO RIDGE WHERE SHOWN 24 5 8 12 15 5 9' 12 16 [R324.6]. THE 50LAR-READY ZONE SHALL # — REMAIN CLEAR OF OBSTRUCTIONS SUCH AS 12 3 4 5 6 3 4 5 7 VENTS, ETC,. [TIO3.41 5:12 16 3 5 6 8 3 5 7 9 (TYPIGAL-3) ATTIC, PATHWAY FOR 50LAR ELEGTRIG [TIO3.81 ROOF LINE 24 4 7 9 12 4 7 10 13 - INSTALL 2"d) VERTIGAL 5GHEDULE 80 PVC, 12 3 4 4 5 3 3 4 5 CONDUIT THROUGH ALL WALLS TO ATTIG, WITH TEMPORARY PLUGS OR GAPS AT EAGH TERMINUS WALL LINE [E3802.3.27. WALL LINE � 3 4 5 6 3 4 5 6 24 3 5 7 9 3 5 7 9 ROOF BELOW ROOF BELOW 12 3 3 4 4 3 3 3 4 0 i �y+CO 1 9:12 16 3 4 4 5 3 3 4 5 (V 2x10 RR AT I6" o.c. 2x10 RR AT I6" o.c. , iy 24 3 4 6 7 3 4 6 7 ROOF OVERHANG BELOW Q i I Q 12 3 3 3 3 3 3 3 3 ROOF LINE LLJ +. l; � aa,_ .,. 12:12 16 3 3 4 4 3 3 3 4 tx i N Q A\ � 3 4 4 5 3 3 4 6 WALL LINE ' — 3 For SI: 1 inch=25.4 mm, 1 foot= 04.8 mm, 1 pound per LU z square foot=0.0479 kPa. a ° a. 40d box nails shall be permitted to be substituted for 16d x v a ! 2x6 RR I common nails. AT IF 6�o.c b. Nailing requirements shall be permitted to be reduced 25 a� _ percent if nails are clinched. c. Heel joint connections are not required where the ridge is - .r ry, supported by'load-bearing wall,header or ridge beam. Q AGGESS ROOF li °' d. Where intermediate support of the rafter is provided by � it { -- o � I � I vertical struts or purlins to'load-bearing wall,the x )J I — x o tabulated heel joint connection requirements shall be — cv � permitted to be reduced proportionally to the reduction in 4 e. Equivalent nailing patterns are required for ceiling joist _ to ceiling joist lap splices. Cn 1.-75 x 14 LVL 5TRUGTURAL RIDGE £ Applies to roof live load of 20 psf or less. I N Z � I � g. Tabulated heel joint connection requirements assume — V .T.n_. 2x12 RIDGE W WA AT IDGO" O�wGENTER ORILESS POST DN l 2x12 RIDGE that ceiling joists or rafter ties are located at the bottom / O I _ of the attic space. Where ceiling joists or rafter ties are located higher in the attic,heel joint connection m w Wm zz requirements shall be increased by the following factors: � Z �- W z / -- �--EXTEND RIDGE TO } Z Q dJ Z i J' I BEARING WALL AT o .-I lT O —1 HJ GARAGE ROOF BELOW I` ALL VAULTED - Hc/HR Heel Joint Connection Adjustment Factor La < — 0 Z AGGESS ROOF GEI I Gs ' 1 — 1 - o L N ` . i 3 1/3 1 u� ''II ,, ° dJ i � 1/4 1.33 Q ® w OL o 1/5 1,25 W n,5 4 — a 0 1/6 1.2 a O j � } �<� UJ Qj a 0 Pv� ��� +�L ',._ 1/10 or less 1.11 IJL ° Q 0 (Y p \AT1ir,"<o.,. Nrywhere:X _X2x6 RR AT 16 o.c. 1 Ho Height of ceiling foists or rafter ties measured vertically above the top of the rafter support walls. X2x10 RR AT I6' o.c. 2x10 RR AT 16" o.c. z HR=Height of roof ridge measured vertically above'the top ofthe rafter support walls. WALL LINE 2x10 RR AT 16" o.c. ROOF LINE I _ <• �M1w""pX. f y;: , ROOF LINE Q ROOF BELOW PORCH ROOF BELOW X i WALL LINE - QEI: VEREO AUG 2 5 20 23 ROOF LINE O 4Q m ROOF PLAN, o� lu SCALE: 1/4" = 1 ft p O Q Q ° � r o ° `0 o < IL 6 STRUCTURAL DESIGN NOTE °O w Z In accordance with the 2020 RONYS; structural w Q QaC rrtu �� elements such as engineered wood, steel and v v — steel/wood composite columns, beams, headers and < girders that: ry V I) resist gravity loads, and � � N 2) are not contalned in the prescriptive design V Q provisions of the 2020 RONYS — were designed In accordance. with O O tL o m ANSI/AWG ND5-2018 with 2018 supplement. Structural elements such as walls and fenestration that: DATE: AUGUST 2025 I) resist wind loads, and 2) are not contained In the prescriptive design ROOF PLAN provisions of the 2020 RONYS were designed in accordance with A50E '1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plains, they are — annotated "ENGINEERED DESIIGN." A m I ROOF ------------------------------------------------------------------------------------------------------------------------- 2x EXTERIOR WALL I O I y i V Im I I I I — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -• — '—' - - - - � 6" CLOSED—GELLSPFINSULATION z STUD TO FLOOR JOIST V 51MP50N COIL STRAP ------------------{-------4--4------------------------------------------I---I----------------------------------------------------------------t-------------------------------------------------------i (4)-Sd NAILS AT EACH END LL CEILING LAUNDRY I I I FAMILY BATH _ — — — — — MASTER BATH ( i 2x 50LID BLOCK 8 AIR-SEAL BETWEEN FJ w — 2x RIM BOARD_ — — — — — — I O }I I i — I > I I I I > I I } I I I I CANTILEVERED FLOOR JOIST Z 1 I UI � 1I I Ii �, I III WG I WG I m WASHER I I I I AV. I I I I I I L I I LAY. LAY. TUB I I I TUB 05B a VINYL SOFFIT Q N iL 1 I I FLOOR JOIST TO WALL: SHOWER I SIMPSON H2;(5)-Sd NAILS TO FJ a (5)-8d NAILS TO STUD # 1 I 2x EXTERIOR WALL } - 2nd FLOOR OWC { } --- --------- ------ --- -------- ----- --- --- ---- ------------------------------------------------1 ALTERNATE WHERE FJ/5TUD MI5ALI&NS: 2" W 3" W I-I/2" W r I-I/2" W I-I/2" W 2" W 3" W 2" W I FLOOR JOIST TO PLATES: 22 H 2" W 3" W I I G.O. 2° W 3" W I 5IMP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES G.O. N PLATES TO I I G.O. -I ------------------------------- ------------------------------------------------------- SIMPSON H S 5)-8d TO PLATES,(5)-Sd TO STUD I GEILING KITCHEN — — — — — — — — — — POWDER BATH 2x ROOF RAFTERS AT 16" O.G. USE 6ALV. HURRICANE TIE BETWEEN -� >1 }1 }1 }T — >T i EVERY RAFTER AND THE ROOF BEAM µ- ;n 1 I in I I in I I DETAIL AT FLOOR 2x GEILING JOISTS AT 16" O.G.USE AT J 1 I I CANTILEVERS 4 SETBACKS HEEL3J0 NT COINNECTIONLS F�RLu C SCALE: NTS I WG I U� KIT SINK W I LAV. LAV. I I ROOF BEAM (SEE PLAN FOR SIZE) N DW m m I I ASSEMBLE WIR H IO-d NATREATED I 12" O.G. 5TA66ERED ALON5 LENGTH SHOWER I I VENTED VINYL SOFFIT Ix8 TRIM BOARD 1st FLOOR --------------------- -------- ----- ----------------------------------- -------" --- -------------- --------- --- -----------------� ---------------•---------- -------I-I/2 W "3" W I-I/2 W 3" W 2" W 2" W I UPLIFT CONNECTIONS: G50 6ALV. COIL STRAP G.O. 2" W G.O. 2" W 3" W G.O. 2" W 3" H. USE (2) AT EACH POST,TOP k BOTTOM I 5/4"xb" DEGKING (4)-I0d NAILS AT EACH END ----------------------------------------- -------------y PERPENDICULAR TO JOISTS CEILING j (2)-8d THREADED NAILS OR G.O. 4" W 4„ W r — — 4x4 WOOD COLUMN —II F.A.I. (2)-No. 8 WOOD SCREWS AT 4 EACH SUPPORTING MEMBER - I � [R50��] UG3B PRESERVATIVE TREATED REST DIRECTLY ON FLOOR BEAM FLOOR BEAM (SEE PLAN FOR SIZE) FLOOR JOISTS UO3B PRESERVATIVE TREATED (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS i�LUMB 11�C RISER D I fi�C izM / I L UG3B PRESERVATIVE TREATED lb" O.G. ALONG EACH EDGE: [R507.5] HOUSE TRAP —/ I TO APPROVED 50ALE: NTS i, SANITARY SYSTEM &RAPE 4x4 WOOD P05T BASEMENT FLOOR I �, UG55 PRESERVATIVE TREATED v �T / PB44 HOT-DIPPED GALV. Jam- igr 2 P05T BASE ANCHOR � m V ,' 1 m � S d 12"� 6'x -O" HIGH P.G. COLUMN WITH (2)-#4 Lu VERTICAL REBAR ON I 0�w 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 z Z cil Al�r REBAR EACH WAY, REBAR 4" ABOVE TYPICAL ROOF R-39 BOTTOM N r ASPHALT ROOF 5HIN&LE5 OVER 15# FELT OVER zrL Z STRUCTURAL PANEL SHEATHING OVER 2x10 RAFTERS AT 16" O.G. 0_ Q -� 1.�5 x 14 LVL STRUCTURAL RIDGE R-3a 6 THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) T rF I GAL PORCH DETAIL � Q � �y �Q Q (SEE ROOF PLAN FOR POST LOCATIONS) WITH Ys" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] 0 - OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] SCALE: NTS / N O Q R I DC E TENSION STRAP: 12 d Qi a WRAP STRAP OVER RAFTER —I8 (3) 10-d COMMON NAILS AT EACH END OF STRAP ! �ti,_ ty—11 ,�x �xx u u uu _u uL uu uI L A _ 2x4 COLLAR TIE GABLE WALL INSULATION AT 48" O.G. i a..."rre r•.,,t (OPTIONAL) CONTINUOUS: R-5 I-INCH RIGID FOAM XPS •p•P,• �+-.a a:' CAVITY: R-13 2" 5PF SEALED ATTIC (INDIi_IlCTLY GONDITIONED) MT53OG STRAP-TIE '•� "`"'• ���`° -� \ (BEYOND SECTION) S CD 2" SOLID � •. �cr�" �• i 2x6 GJ AT Ib" O.G. I SMOKE a G.O. WOOD BLOCKING EACH RAFTER O ®DETECTOR IN ATTIC •,r, F �' �= 1-1/4" WIDE 20-OUAGE GALVANIZED STEEL STRAP RAFTER TO STUD• NOTE: ALL DUCTS SHALL BE ,- . TYPICAL EXTERIOR WALL R-20 EACH SIDE OF WINDOW AND - LOCATED IN THE ATTIC, I/2" GYPSUM 1'_O° '�,�;<•' WRAP STRAP OVER RAFTER 2x4 STUDS AT 16" O.G. INTERIOR SECOND STORY BOARD FINISH DOOR OPENINGS. INSTALL (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND STRAP FROM TOP OF TOP " (2)-2x8 HEADERS UNLE55 OTHERH15E NOTED ON PLAN FLOOR PLATFORM. MIN. R-6 PLATES TO JACK STUD. n ' (' ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED R-15 UNFAGED FIBEROLA55 BATT CAVITY INSULATION Q OUGT INSULATION IN ATTIC. MINIMUM LENGTH BELOW to �,lv�l��� �'�a 2 OZ3 IAW MANUFACTURER'S SPECIFICATION VINYL 5101NO OVER HOU5EWRAP OVER R-5, I" XP5 INSULATION z HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD OVER 1/2" STRUCTURAL PANEL SHEATHING G5-W5P J _ BOTTOM OF HEADER O <c o R-13 2" CLOSED-CELL 0 HALL LAUNDRY W I (, SPF AT RIM JOIST ff 0 BEYOND SECTION J (2)-1.15 x 16 LVL -_� n DOUBLE-FRAMED 3/4" SUBFLODR = O Q 5TAIRWELL (TYP) m Li j Ib" TJI-3bO FJ AT 16" O.G. TYPICAL INTERIOR WALL 2x12 LEDGER - I I z Z 2x4 STUDS AT 16" O.G. j 1(2)-I.-I5 x 16 LVL 1/2" GYPSUM Q ° O 3 ^ WALL STUD TO MALL STUD: (2)-2x4 TOP PLATE;2x4 SOLE PLATE ¢g• a 3/I6' I FL HDR BOARD FINISH a < >r u STRAP OVER OR UNDER 5HEATHINO Y2' GYPSUM WALLBOARD ON BOTH SIDES (4) 5-d COMMON NAILS AT EACH END OF STRAP _ c1� o_o SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET Q I5t FLOOR PLATFORM 2x6 G.J. 2x8 PLAT f I 1 Q< W 1)� ? OOD FLOORING OVER R-13 2 CLOSED-CELL I I � � O 3/4" PLYWOOD SUBFLOOR SPF AT RIM JOIST I I TENSION 5Tfi` �11�G o I �- lu 11.875" TJI-250 FLOOR J015T5 AT 16" O.G. Ir- 0 GROSS BRIDGING AT M105PAN IL AT l�IALL Ofi�E1�I�lC S Q "o, Q � � Q SILL CONSTRUCTION: 1/2" GYPSUM I I HALL PANTRY SCALE: NTS ()W < 00 Z 2x6 P.T. (UG55) SILL ON TERMITE SHIELD BOARD I I OC � ON SILL SEAL WITH 1/2" ANCHOR BOLTS FINISH 1 3 z � Z (SEE TYPICAL WALL DETAIL) a 3/I6 INI5HED FLOOR 1 lu< IL <4 N (2)-1.75 x 14 1/2" 6YP5UM IN15HED GRADE ~ Z STUD TO SILL i=LATE: LVL GIRDER BOARD FINISH N FINISH GRADE STAIRS F-ry lu � WRAP STRAP UNDER SILL PLATE PER CODE SLOPE 6" IN 10' MIN. AWAY FROM BUILDING (4)-3/8" LAG 5GREW5 - (6) 8-d COMMON NAILS AT EACH END OF STRAP q" BASEMENT v .� SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a 2x8 PLAT o (INDIRECTLY CONDITIONED) Q w FULL HEIGHT R-II BLANKET WALL p IL (On INSULATION AS MANUFACTURED BY LL •a GERTAINTEED CORP. A5TM E54 MAX. j FLAME SPREAD INDEX S 25 MAX. SMOKE DEVELOPED INDEX 5 50 2x6 STUD WALL AT GARAGE 0 ¢ (SEE FLOOR PLAN) DATE: AUGUST 2025 E30 ARD GYPSUM 2\ TRIM 5HEATHIN6 AROUND GEILING JOISTS BO FINISH G' 4" P.G. FLOOR SLAB TOP OF BASEMENT 5LAB 2xb G.J. LAP AND CONNECT OVERHANG GEILING JOISTS TO STUDS WITH SECTIONS 4 MINIMUM (3)-Ibd FACE NAIL5 DETAILS 10" POURED CONCRETE FOUNDATION STEM WALL (ENGINEERED DE51OW I C -V�l 11�1D UI•'L IT STi� i�i�11�C VERTICAL REINFORGEMENT: #4 REBAR AT 12" O.G. HA I4" TO 4j" CONCRETE COVER FROM IN51DE FACE 30" x 30" x A DEEP P.G. FOOTING HORIZONTAL REINFORGEMENT, #4 REBAR AT 18" O.G. w/(3)-#4 REBAR E.W. DRAWING NUMBER SCALE: NTS TOP BAR WITHIN 12" OF TOP OF WALL SEOT I Old A SECTION 5 UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING NOTE: ALL METAL STRAPPING SHALL BE 11/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). MINIMUM 3'-0" BELOW &BADE SCALE: 1/4" = I ft SCALE: 114" = I ft STRAP LENOTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and BulldinQ Code - 14 NYCRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publlcatloris incorporated by reference therein. O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI052 BUILDING PERMIT: A building permit shall be Issued by the SEISMIC WINTER ICE BARRIER AIR MEAN WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A co of the building permit v WIND DESIGN SUBJECT TO DAMAGE FROM copy 9 GROUND FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW Speed To o ra hic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s:llhozorcls.atr-ouncli.or FOR THE PROJECT LOCATION: until project completion. LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED HAZARDS INDEX TEMP N 41.13250 W '72.3422° g r THI5 NEW RE5IDENTIAL 5TRUGTURE UTILIZES RI06.3 DESIGN PROFE55IONAL, A Certificate of Authorization Is Z WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE INTH F16URE PRE-ENGINEERED WOOD GON5TRUGTION filed with The State Education Department entitling D'Amaro FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Des1("Designer") to rovide 25 psf 12.8 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F R301.2(5)B 9 9 9 p MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TA$LE professional engineering services. However,the Designer has 0 not been retained to provide construction engineering, MANUAL J DESIGN CRITERIA-Central Islip THE OWNER SHALL NOTIFY THE TOWN AND P Winter Summer Altitude correction Indoor design Design temperature Heating temperature R301.2(3)] AFFIX THI5 SIGN IN ACCORDANCE WITH supervision nor inspection,and therefore Is not responsible IL EXPOSURE CATEGORY: EXPOSURE B TITLE la NYGRR PART 1265. for work performance of the builder. The builder shall 0 Elevation Latitude heating cooling factor temperature cooling difference Immediately notify Designer, In wilting, If there Is any Al 9 9 COMPONENT AND CLADDING LOADS [TABLE R301.2(2)) DO NOT discrepancy found between field 35 ft 41° North 150 99%outdoor DB 850 1%outdoor DB 0.999 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)) I Id conditions and plan dimensions,especially with regard to existing construction. z0 N Winter Summer MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (26-0" roof R3012.1 WIND DESIGN: In accordance with Figure R3oI2(5)B,wind Cooling temperature Wind velocity Wind velocity Coincident Daily range - span, 140 mph, pitch greater than 5.12) [TABLE R8O2.11] humidi humidity design Is not required. This building Is designed In difference heating cooling wet bulb tY y WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNYS. c�v 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 50 plf R3012.12 PROTECTION OF OPENINGS: This building In not located 0 A UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP to 1 PROTECTION Debris Region. g dj OF ALL BRACED WALL PANELS [R602.3.5J. R301.2.4 FLOODPLAIN: This building Is not located In a flood 4 hazard area. - R301.5 LIVE LOADS: Minimum uniformly distributed live loads: 1� Attics without storage IO psf,Attics with storage 20 psf, fA- Balconies 4 decks 40 psf,Rooms other than sleeping rooms (\J\J TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 40 p5f,Sleeping rooms 30 psf,stars 40 psf R301b ROOF LOAD: Roof Design Load is based on the greater of the 6round Snow Load (20 psf,applied per ASGE-"I) and NUMBER AND TYPE NUMBER AND TYPE NOMINAL MATERIAL SPACING OF FASTENERS projected roof live load per Table R301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER,b,` SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENEW,b,c SPACING AND LOCATION a,b design corresponds to the 30 psf ground snow load column to THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) (inches) support (inc� ) (inches) R301.8 NOMINAL SIZES: Dressed lumber dimensions specif led on 4-8d box 2 (inches) these lams are nominal sizes. Engineered wood dimensions 4-8d box(2 2"x 0.113");or ( �"x 0.113");or p g 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2%"x 0.131"); or Toe nail 21 Joist to sill,top plate or girder � 3-8d common(2 2 x • Toe nail " 0.131") or Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing (LVL,PSL, I joists,glu-lams,etc) are actual dimensions. 3-10d box(3"x 0.128");or 3-1 Od box(3"x 0.128");or Staple 15 ga. 1 /4 4 8 R302.1 FIRE-R-51STANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails Up to 0.097-0.099 Nai12%4 3 6 projections shall be located at least 5 feet from lot Imes and are not fire-resistance rated. 0. 8d box(2 2"x 0.113") 4"o.c.toe nail Staple 16 ga. 1 %4 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 4-8d box(2 n x 2"x 0);or 0.113 Nail 2 3 6 WALL5 AND CEILIN65: sum wallboard Is a Glass A finish 3-8d common(2%"x 0.131"); or Per joist,toe nail 22 Rim joist,band joist or blocking to sill or top plate gd common(2�"x 0.131"); or Gyp 2 Ceiling joists to top plate 3-1 Od box(3"x 0.128");or J (roof applications also) 1 Od box(3"x 0.128");or 6" o.c.toe nail i%2 and% Staple 15 and 16 ga.2 4 8 having a F-5I = 15 (req'd max. 200) and o SDI = 0 (req'd max. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 A 4 8 450);and complies with Code. 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 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 2"x 0.162");or Face nail 2-8d common(22"x 0.131");or 2s Staple 15 ga. 1 3/ 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131") 23 1 x 6 subfloor or less to each joist 3-1 Od box(3"x 0.128");or Face nail /2 and/ surfaces shall have a F51 s 25 and a 5DI s 450. See plans 0.097-0.099 Nail 2 i/4 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 3/"long Staple 16 a 2 • Ceiling joist attached to parallel rafter(heel joint) i P g 4 8 R302.11 FIRE BLOGKIN6: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3 x 0.135 ); or Staple 14 ga.2 y 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 2-16d common(3 2"x 0.162) Blind and face nail 0.113 Nail y 3 6 where otherwise specified by the 2020 ROWS. 4-10d box(3"x 0.128");or 3-16d box(3 2"x 0.135"); or 1 5 Collar tie to rafter,face nail or 1 y4"x 20 ga.edge strap 3-1 Od common(3"x 0.148");or Face nail each rafter 25 2 Planks(plank&beam-floor&roof) 2-16d common(3/2 i „x 0.162) At each bearing,face nail Staple 15 ga.2 ya 4 8 R302.12 DRAFTSTOPPIN6: Not needed for this project. -0.099 Nail 1/2 4 8 R302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") r „ . � project under Exception 4. 3-16d common(3/ x 0.162 ),or SPACING O FASTENERS NOMINAL MATERIAL Recessed • 4-10d box(3" x 0.128");or DESCRIPTION"°h OF FASTENER AND LENGTH R3o2.t4 COMBUSTIBLE INSULATION CLEARANCE: 3-16d box(3 2"x 0.135");or 26 Band or rim joist to Joist :: :, End nail THICKNESS d luminaires shall be 10-rated I/A/W NI102.4.5 with r oration 3-1Od common(3"x 0.148")• or 2 toe nails on one side and 1 toe 4-3 x 0.131 nails; or inches Edges Body of panel p 6 Rafter or roof truss to late nail on opposite side of each rafter :: 2 :: (inches) (inches) from insulation per listing. inches inches P 4-1Od box 3"x 0.128" ;or 4-3 x 14 ga. staples, /6 crown ) (inches)( ) or truss R308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment;plywood-hardboard-particleboardf-fiber-cements' other approved safety glazing material shall be Installed in 20d common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; �� t� m at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. V m 4-16d box(3%2"x 0.135");or P v 3-10d common 3"x 0.148" or 1Od box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails WW ( )' Toe nail 3 6 R30q.1 6ARA6E FLOOR SURFACE: Garage floor shall be 5-Inch Z Q dJ Z 4-1 Od box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle m - - -I tr O Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers And: Staple 18 ga.,%long,%4 crown entry doorway. La t l� \ � - � 0 z 7 to minimum 2"ridge beam „ , 2-20d common(4"x 0.192");or i (finished flooring other than tile) 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the uJ ZV U CS z 3-16d box(3 2 x 0.135 ), or Face nail at ends and at each splice / builders responsibility to verify that window units supplied by Q i L f O 2-16d common(3%2"x 0.162");or 3-10d box(3 x 0.128 ),or 1%long x.121 shank x.375 head diameter corrosion-resistant the manufacturer comply w►th the dimensional requirements for O� v W End nail 3-3"x 0.131"nails (galvanized or stainless steel roofing nails for tile finish 8 8 emergency escape and rescue openings where required. u0. } 3-1 Od box(3"x 0.128");or (g ) g ( ) P 3-3"x 0.131"nails 4-16d box(3 2"x 0.135");or 1 4 long,No. 8 x .375 head diameter,ribbed wafer-head screws IZ3II.7 STAIRWAYS: Interior stairways shall be pre-assembled O � O> �.< g 8 wood units. The maximum riser height shall be- 8-1/4 Inches and Wall 28 Ledger strip supporting joists or rafters 3-16d common 3 2"x 0.162" • or j (for tile finish) the minimum tread depth shall be q inches,plus nosh where 13 Q ( )� At each joist or rafter,face nail p p 9 X z 16d common(3 2"x 0.162") 24"o.c.face nail 4-1Od box(3" x 0.128");or Plywood required. Provide handrails per Code,. 'V\ Q 8 Stud to stud not at braced wall panels) ( ) 4-3"x 0.131"nails 1 %ring or screw shank nail-minimum R3I2.1 6UARD5. Walking surfaces more than 30 inches above ( P ) 1" box 3" x 0.128" ;or s 3 6 grade,and steps leading thereto,shall have guards that Z 16" o.c.face nail 3"x 0.131"nails 2-10d box 3"x 0.128" ;or 2-8d common 12�ga. (0.099" shank diameter 29 Bridging or blocking to 'oast ( ) Each end,toe nail y and/6 ) g g g J i :: :: . :: :: conform to Code.I „ „ , (2/ x 0.131 ), or 2-3 x 0.131 nails Staple 18 a. % %16d box(3/ x 0.135 ) or :: p g s, 16 crown width 2 5 ^ 9 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail R3122 WINDOW FALL PROTECTION: Windows with sills less than u 3"x 0.131"nails SPACING OF FASTENERS i1� s is 1%4 ring or screw shank nail-minimum e 24" above finished floor and greater than '72" above grade corners(at braced wall panels) 732,/s, /2 and 6 8 shall be protected per Code. 16d common(3 Y"x 0.162") 16"o.c.face nail TE DESCRIPTION NUMBER AND Edges Intermediate 12%ga. (0.099")shank diameter 16d common(3 2"x 0.162") 16" o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENERa°h (inches)h supports" 12 ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected 10 Built-up header 2"to 2"header with 2" spacer) ( ) inches i9 % 2 32 and%4 i ( ::) 3 6 smoke alarms,carbon monoxide alarms,and heot detection :^' "«,.3•i*,''p P ( P ) 16d box 3 2"x 0.135" 12" o.c. each edge face nail (inches) 12/2 ga. 0.099 shank diameter g /2: s, alarms shall be installed at all locations shown an the plans. •` �A•lr°` - � 5-8d box 2%"x 0.113" or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1% 6 8 0 ( :: )' see Table R602.3 3 for wood structural panel exterior wall sheathing to wall framing] t R315 CARBON MONOXIDE ALARMS: Install at all locations 11 Continuous header to stud 4-8d common(2 y2 x 0.131 ),or Toe nail [ O P g g] Hardboard specified on the plans. �%:<. �; ++" nv 4-10d box(3"x 0.128") 6d common(2".x 0.113" nail 6 12 12 long ring-grooved underla underlayment nail - p plans 30 8"-�„ ( ) f gY 6 6 R31-I WOOD DECAY PROTECTION: Lumbers specified' In the subfloor,wall as pressure preservative treated (P.TJ shall be in 16d common(3 2"x 0.162") 16"o.c. face nail ( : ) 0.200 4d cement-coated sinker nail 6 6 accordance with AWPA UI for the Intended use and location. 31 i%2" - 1" 8d common nail 2 2"x 0.131" 6 12f Staple 18 a %long(plastic coated 3 6 Fasteners shall be hot-dipped alvanized steel,stainless 12 Top plate to top plate IOd box(3"x 0.128");or ( ) P g g(P ) pp g 12"o.c. face nail IOd common 3"x 0.148" nail;or pp greater 3"x 0.131"nails ( ) : Particleboard steel,silicon bronze, copper or I/2" diameter or 32 1%" - 1�" 1 „ 6 12 steel bolts. E �, ,:.'•r' 8d(2/ x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 g / 2 3 R401.4.1 6EOTEGHNIGAL: Footings and foundations shall rest on Other wall sheathing Staple 18 ga. /long /6 crown 3 6 undisturbed Soil with a minimum load-beorin value of 2,000 p L LIVERED AUG 2 5 2023 8-16d common(3 i2"x 0.162"); or Face nail on each side of end joint I „ � g 1/2 galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 psf. Visually graded sorts that have this load-beorlrg value 13 Double top plate splice 12-16d box(3%"x 0.135"); or (minimum 24" lap splice length 33 %"structural cellulosic fiberboard sheathing 1� 3 6 s Include 6W d 6P-gravel and sandy gravel;6M 4 6G-silty ond 12-1 Od box(3"x 0.128");or diameter,or 1 crown staple 16 ga., 1 74 long Staple 16 ga., 1%long,8 crown 3 6 clayey) gravel;SW d 5P-sand and gravely sand;SM d 5G-silty p each side of end joint) 3 and c oyey scud. Unsuitable subsoil material encountered 0 12-3"x 0.131"nails 25 1 /4 galvanized roofing nail, /6 head 3 6 ,t 2, 6d ring-grooved underlayment nail 6 10 Burin excavation shall be excavated and replaced In-situ p 34 /2 structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a. 1 y" long s s with :4" crushed stone to a minimum de th of 8 Inches or AOBE. m P g � g Staple 16 ga., 1 /long,/crown 3 6 p - p � 16d common(3 2"x 0.162") 16"o.c. face nail d 12" galvanized roofing nail;staple galvanized, R4022 CONCRETE. Basement walls,foundation walls,exterior H `� Bottom plate to joist,rim Joist,band joist or i 35 2 gypsum sheathing 1 " lon • 1%" screws Type W or S 7 7 walls and other vertical concrete work exposed to the 14 blocking not at braced wall panels) ( ): For SI: 1 inch=25.4.mm. O -1 .0 g( P ) 16d box 3�/ x 0.135 or 12"o.c. face nail 32„ g� weather shall be air entrained stone concrete with a minimum OO N ` m 3 x 0.131 nails 1 /4 galvanized roofing nail; staple galvanized, compressive strength of f c-3,00o psi at 28 days. Porches, - 36 %" gypsum sheathings 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 O tL 0 1 / long; 1 / screws,Type W or S Bottom plate to,joist,rim joist,band joist or 3-16d box(3�"x 0.135");or 3 each 16 o.c, face nail Y g b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimumacombs shall elssv a strength of f,3,50o psi stone at 25 oy5. z 15 2-16d common(2 2"x 0.162"); or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing P P blocking(at braced wall panel) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. i m 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 O O .0 37 %4" and less 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, t e.,to a minimum O, f 8d common(2 2 x 0.131 )nail d. Fasteners shall be laced in a rid pattern throughout the body of the ones. d - - ' 4-8d box(2 2"x 0.113");or P g P g Y P epth of 3-o below finished grade. 4 z 8d common(2 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 O � 1 3-16d box(3 2"x 0.135"); or 38 g"- 1" -1 BAGKFILL: Backf111 shall not be placed against - s QL 11L z 4-8d common(2 2"x 0.131"); or 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 -t days. Brace top O Q O 4-1 Od box(3"x 0.128")• or 1 Od common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during bockfill placement. N tL tu 4-3"x 0.131"nails 39 1 %"- 1%4' 8d deformed 2%"x 0.120" nail 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using R5o2.1 WDOD FLOOR FRAMING, Load bearin dimension lumber N N Q 16 Top or bottom;plate to stud ( ) g O p LL. the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer s Q 0 3-16d box(3 2"x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVU shall have a minimum Fb=3,100 p51 and modulus O tu < to Z 2 2-16d common(3 "x 0.162");or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10-6. � 00 pi 3-1 Od box(3"x 0.128");or End nail R6o2 WOOD WALL FRAMING: Load bearing dimension lumber shall J 4 DL t V Z 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and. be Dou lay fir-larch No. 2 or better. Studs shall be a minimum �- LU TABLE R602.3(3) RE REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3 standard or stud grade lumber. l� - sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of Q 3-1Od box 3"x 0.128" ;or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 a,b,c R702.3 GYPSUM BOARD: All Interior walls to be covered with)"( ) WALL SHEATHING USED TO RESIST WIND PRESSURES OL � 17 Top plates,laps at corners and intersections 2-16d common(3%2"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,sparkled and painted;unless otherwise a-< Z 6 noted on plans. X 3-3"x 0.131"nails ULTIMATE DESIGN p b. Staples are 16 gage wire and have aminimum/6-inch on diameter crown width. MINIMUM d (� MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2 2"x 0.113");or e. 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 VUIt R-103.3 SIDING: Exterior wall covering shall be vinyl siding tested c`1 J J J ( ) d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied verticals STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and Installed p- u 2-8d common 2�"x 0.131" ;or Y Y P PP Y PANEL (mph) with fasteners in strict accordance with the manufacturer's V "� 18 1 brace to each stud and plate " :, . Face nail e. S acin of fasteners not included in this table shall be based on Table R602.3 2 PANEL SPAN SPACING 2-1 Od box(3 x 0.128 ),or Spacing ( )• Penetration THICKNESS Edges Field Wind exposure category Instructions for high-wind regions. Use stainless steel nails for RATING (inches g P g rY - O O 2 staples 1 %4' f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches (inches) ) fastening vinyl siding on buildings located within p00 feet of _10 P (' ) (inches o.c.) (inches o.c.) B C D the ocean line. F- inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less O O m ,/:: 3-8d box(2 72 x 0.113:: 6d Common);or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 3 R802.I WOOD ROOF FRAMING: Load bean dimension lumber 1.5 24/0 / 16 6 12 140 115 110 "g 2-8d common(2 2"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters, trusses,roof beams and ceiling joists shall be N 19 V 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 %4" ion sheathing shall conform to ASTM C 208. 1.75 24/16 %6 P g g g (2.5 x 0.131 ) 24 6 12 140 115 110 R806 ROOF VENTILATION: Soffit vents shall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of)(w of the area of the DATE: AUGUST 2025 3-8d box(2 2"x 0.113"); or blockingand at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges vented space within the soffit. Attic Is unventedl. P Y P g gP g PP P g 3-8d common(2 2"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 min, 1 mile per hour=0.447 m/s. Rgo52 ASPHALT SHINOLE5: Asphalt strip shingle wra ers shall PP Y g q g g g P g P iP p p 9 Pp 3-10d box(3"x 0.128");or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be, labeled to indicate compliance with ASTM D-ii58 Glass 6 3 staples, V crown, 16 ga., 1 3/"long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or A5TM D-3161 Glass F,and shall be fastened In NOTES PP Y g g accordance with the manufacturers Instructions Lo achieve 20 1"x 8"and wider sheathingto each bearing Face nail J p g j ,p inches on center shall be applied with panel strength axis perpendicular to supports. that rats Use a minimum of six nails per strip shin le. Use g Wider than 1"x 8" i. Where a rafter is fastened to an adjacent sissies ceiling joist in accordance with this schedule provide two toe nails on ng• p p : g one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe mail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 5,000 feet of 4-8d box(2 2"x 0.113");or g 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 2"x 0.131"); or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R1006.2 AIR SUPPLY: All combustion air for factorw-built 3-1 Od box(3"x 0.128");or span rating. Plywood siding rated 16 o.c.or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior a,f the dwelling _ 4 staples, V crown, 16 ga., 1 %4"long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOISTDETAILS Plate nail-16d(0.135"x 3Yz")at Load bearing or braced/shear wall m above(must stack over wall below) Plate nail,16d(0.135 x 3%") 12"on-center Load bearing or braced/shear wall above Plate nail, 16d(0.135"x 3 Y2") When sheathing thickness exceeds%8", 2x stud wall at Floor panel nail- Blocking panel: IY"TJO Rim Board,1 (must stack over wall below when present) ALLOWABLE HOLES - TJI® Joists at 16"on-center No load bearing at 16"on-center trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Yz")at 6"on-center Ya"TimberStrand® LSL or TJI@ joist. g Z Blocking panel: Web stiffener wall above Min.distance from Table A Min.distance from Table B 1Y"hole may be cut 0 1Y8"TJs'Rim Board, 1Ya" required on both Plate nail-16d(0.135 x 3Yz") Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: DO NOT anywhere in web out- l- Tjmbert3trand® LSL or at 16"on-center side of hatched zone sides at A2W ONLY both sides at A3.4W ONLY 1Y"TJ®Rim Board, TJ joist Floor panel nail- Sheathing squash blocks required each side cut or notch flange. 8d(0.131"x 2Yz")at 6"on-center* boundary nTi m ails, ® at B3W ONLY or TJI®o joist LSL 8d(0.131"x 2Yz")a 1�"TimberStrand O Web Stiffeners required 4"on-center LSL rim board. Ys Web stiffeners 6" O 6" Z Rim-to-joist � required on both 0 each side at A3._W 61 B1 W ((I���(I nail Toe nail-10d(0.131" sides of both joist 6^ L, 2 x D, D, Closely grouped round Lz 2 x Lz Dz 6" 6" V Toe nail, Toe nail, 1Ye"TJ®Rim Board A3/A3W When sheathing 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist ( 12" x 3")at 6"on-center ends at 134W ONLY No field cut minimum holes are permitted'if minimum No field cut Donor cur only)or thickness exceeds/ , Web stiffeners required DO NOT holes r^ (applies to all holes the group perimeter holes In holes larger 0 ® trim sheathing tongue min. End of joists at hatched meets re uirements for natcned 1 at 6"on-center at 6"on-center 1Y4"TimberStrand LSL. 9 g 3 •+ on both sides at B1 W cut holes In cantilever except knockouts) q than 1/-rn For rim board thicker than 1/ centerline :ones round or square holes. zones cantilever TJ Is rim joist at rim board and B2W ONLY reinforcement. q jQ Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support required on both Must have 1%"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required Table A - End Support O sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge Of hole to inside face of nearest end support to Al Al W* A2 A2W 81919(9 nail from side of parallel closure into rim board. walls above or below-see detail B1 B3 B3W 64 B4W Z - O� O rim joist perA3 detail. p below-see detail B1 JOIST Tile ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 A3.4�c •For additional installation specifications see Rim Board Details and Installation in A3W W DEPTH 2" 3" a 5 6Y 7 e%' 11" 13" 2" 3•' a" 5" sY^ 7' s��~ 11" 13" O O O O O y Nail througheb withtil row wood backer and 110 r-o^ r-s^ r-o" 3-0" 5'-0^ r-o• r-s^ 2'-s° 3'-s~ a-s^ Details and Installation in Weyerhaeuser Installation Guide 1Ya"TJ®Rim Board or 1Ya"TimberStrand® LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3') 210 1'-0" 1'-6" 2'-6" T-0' S'-6" v-0" 2•-0" 2'-6" 4'-0" 5'-0' N Vteyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. 9Y„ r for Floor and Roof Framing,TJ-9001. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-s" z'-o" 2'-6" 3'-s^ 5'-s" 1-0" 2-0" 3'-0" a-s" 5-0^ Q (HIV -A top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y")nails with 3Yz"TJI® 360 1'-6" 2'-0" T-0" 4'-0" V-0^ 1'-6• 2'-6" T-6" 5'-0' 5'-6- 8" connections equivalent to floor panel joist flange widths. 560 1'-6" T-6" T-6" 5'-0" T-o" 2'-0" 3'-0^ 4'-0' F-6" V-0" 6'-0"length of TJI@ joist 8"diameter maximum hole for 117/"- 1Ya"TJO Rim Board A"TimberStrand® schedule. 110 1'-0" 1'-0- 1•-6" 2•-0" 2'-6" 3•-0" '-6" 1'-0" 1'-6" 2'-0' 2'-s" 4'-6" 5'4" V-0" # ' reinforcement and filler 16"deep blocking panels;6"diameter 210 r-o" r-s^ r-0" r-o" 3'-0^ 3'-6" s'-0^ r-o^ r-s" r-s•' 3•-0^ 5'-0" s-s" s•-s~ 4'-0"length of 8"diameter maximum hole for 117/8"- block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nall with 10d(0.131' x 3")Halls, Attach reinforcement to joist ++%" 230 1'-0^ V. 2'-0" T-6" 3'-0" T.6' V-s" 1'-0" 2'-0" T-6" T-s" 5'-6^ 5•-6" T-o" L-i /'reinforcement on one each at top and bottom flange. 1 +, iN 3 ' 16"deep blocking panels;6"diameter with 9Y"and 11%8"TJ or shorter than 12"long. with one 8d(0.131"x 2/ ) 360 1'_s" z'-o" 3'-0^ 3'-s• a'-s" 5'-0" 7'-0" 1'-6^ z'-s" 3'-s" 4'-6" s'-s" s'-s~ 7'-s" IK 8"diameter maximum hole for 11 Do not cut flanges. Attach reinforcement to joist nail at each comer F1 applies to 5so 1'-s" 2's^ 3'-0" a'-o~ 5'-s" s'-o" s'-o^ z's• 3'-s' a s" 5'6" T-0• T s" s'-o" one side at E2,both maximum for blocking panels 9Y2' joists. g with one 8d(0.131"x 2Y") 110 114. 1'-0. r-0• r-0^ r-6" 2'-0" T-0" s-6" r-0" r-0" r-6" 2'-0" T-6" a'-0" 6•-0' 8'-0" Web stiffeners %"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. Horizontal blocking uniformly 210 1'-0" 1'-0" 1'-0~ 1'-s^ 2'-0" 2'-s^ 3'-s" s'-o' 1'-0" 1'-0" z-o" 2'-s" a-0^ a's^ s'-s" a'-s^ Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y"TJI Rim Board 1Ya" nail at each corner panels between each loaded joists 14• 230 1'-0" 1'-0" 1'-0^ 1'-s" 2'-s" 2'-6" 4'-0" 7'-0" 1'-0^ 1'-0" 2'-0" T-0^ 4'-0• 5'-0" T-0" V-0" sides at E1 W ONLY panels 9Y"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 3so 1'-0^ 1'-o^ 1'-s" z'-s• 3'-s" 4'-0' 5'-6" 8'-0" 1'-0" 1'-s^ 2'-6" 4'-0- V-0" -s^ 1 12"long. , 10d 0.131"x 3" nails,one g `�4' equivalent Wood t� v�` sso r-o' r-0" 2'-0" T-0" a'-6" 5'-0" 6'-6" 9'-0- r-6' T-0" a'-0" s-0" T-0" T-6" 9'-o" 1o'-o^ ---L ( ) I2"lee length Of, connections a UlValent t0 1 210 1'-0. 1'-0• 1'-0" 1'-0" 1'-0" 1'6" 2'-6" 3'-6" 6'-0" 1'-0• 1'-0" 1'-0" T-0^ 3'-0" 3'6" 6'-6" 8'-0" 11'-0" O Y16"-, ODo not cut flanges. IV'TJO Rim Board or IIX" each at top and bottom flange. reinforcement on floor panel schedule. backer 12P, '4e s of 230 1'-0^ 1'-0" 1'-0" 1'-0" 1'-s" 1'-s^ 3'-0" a'-o" T-0" 1•-0• 1'-0^ 1'-0^ 2'0^ T-s^ 4'-0" T-o" 9'-0^ 11'-0" TimberStrand® LSL.Nail with one side at E5, 12"length of Y" ti�R`e e� ca�a\oaa O 16" 3so 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-6" 6'6" 9'-0" 1'-0' 1'-0" 1'6" 3'-0" 5'-0" 5'-6" 9'-0" 10'-0" 11'6"10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 ��ti each at top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side Ga����9ti� J�go� 660 1'-0" 1'-0^ 1 0• 1'-0" 2-s" 3'-0" 5'-0" T-s" 10'-0~ 1'-0" z'-o^ 3'0' 4'-6- s-s~ T-o" 10'-0^ 11'-0^ 12'-0^ blockingbetween at E7,both sides at E8 F1 den Attach reinforcement 2A° rows w th 9/clinched.�e 2" each joist Less than 5" Less than 5" 18" 360 o" 5-0" T-0" 1'-0" 2=0^ 4'0" 5?s 10'o~ 17 -o• 5 s° 3'-0^ 4'6^ 6'-0" 10'-0^ 11-0" 13'ffl- 1 2x4 minimum t0 oist flan a with + "and 117 " E7 E8 5so 1'-0" T-0" 1'-0" T-0" 2'-0" 4'-s" T-0" 11•-o" 2-0" 3'-6" 5'-0" 6'6" 8squash blocks p 8d(0.131"x 2Y")nails at 6" a�`� TJI®joists. * 20" 3so 1'-01, 1'-0" 1'-0" 1'-0" 1'-0" 10'6" 1'-0" 1'-0" 1'-6"1Y"TJO Rim Board or Face rain 2dJR`�� on-center.When reinforcing E5 E6 �/Gap • WEB STIFFENER ATTACHMENT 5sor-or o^ - - 1r-s" r-o^ r-s" 3'-s" 5'-0" T-o" 1o's" 13'-0' 1a' CS Use 2x4 minimum squash blocks to 1%"TimberStrand® LSL. g R`a both sides,stagger nails. Ya"minimum ® horizontal E4 Not for use with 3112"TJI 2%"maximum Table B - Intermediate or Cantilever Support transfer load around T,ll joist E1 E1W Nail with 10d(0.131"x 3") E2 E3 ®joist flange widths 1" � pp O O nails,one each at top and O (1Y2"for TJI® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever suipport Option#1: 560,560D See sizes below. bottom flange. ) JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply TJ joist blocking with end DEPTH subf/oor J 9 � Web stiffener both sides. z^ 3" a^ 5•' 6Y" T' a/•' 11• 13" 2" 3" a^ 5^ sY•• r' s%•' 1+" 13^ adhesive to all blocks installed at%joist-span See sizes below. *With point load from above,and no support 110 2'4" 2'-6~ 3'-s• 4'-6" T-s" 1'-6" 2'-6" T-6^ 5'-s" 6-6" Flush bearing plate required. Structural exterior sheathin locations using P pp 9 9 210 2'-0" 2'-6" 3'-6" 5'-0^ g'_0" 2•_p" g•_p• a•_0�� g'_g• 7'_6- Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block: Install tight Maximum X"overhang contact surfaces 1 „ * below,install web stiffener tight to top flange 9Y" Flashing two 8d(0.113"x 2/2) I Ti ht fit z3o z'-s° 3'-0^ a'-o" 5'-s^ a'-s" 2•_ " T-6- be a minimum of 60% Attach per the table.Clinch to to flange(tight to bottom permitted at beam. g g (gap at bottom flange) 0 3'-6" 4'-6" T-6" 7'-s' nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" P p g g Nailing Requirements 560 T-6" 6-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" V-0" 9'-0" of joist depth nails when possible. flange with face mount hangers). sQa� 2 "screws, Depth Minimum Web Treated 2x o`s� Yz TJI®Joist Series p Number Nails 110 1-0' 1'-0^ 1 6• 2'-6" 4'-0^ 4'-6" a'-6~ 1'-0^ 1'-6" 2'-6" 4'-0^ ,' . Clinch nails when possible. ••.r ledger •�31 typical (in.) Stiffener Size Type 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" See fastener ® 1 $ 110 All %"x 2 16"n) 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6•' 10'-0^ 1•-0" T-6" T-6" 5'-0" 8'-6• 9'-0" 10'-6" r`-• 1Y"TJ Rim Board or 1/a" table below.Maintain ® 210 All %"x 2�8"i'� 8d 360 Z-0" 3'-0' 4'-0- 5'-6" T-o" T-6" 1P-0" 2'-0' T-6^ 5'-0^ T-o" s'-s" s-s" 11--0- Top LSL. 0 113"x 2Y") Top mount 2"distance(minimum)from Option#2: 230&360 All 7/"x 25/s"(') ( 3 3 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0- 2=6" 14'-6" 8'-6" 3'0" 1=0" V-0^ 2-6" 15=0" 16'-0' 19-0" 12'-0• hanger edge of ledger to fastener, 2x_strapping installed at Y 16d 210 r-0" +'-o" r-0• r-0^ r-s~ 3'-0^ 5'-s^ s'-s" r-0• r-o° r-o" 3'-s" s'-o" T-o" 10•-0" 13'-0" Backer block joist-span locations using two 2 560 All 2x41) 1 14" 23o r-0" r-0• r-0• 7-0• T-6" 4'4" s'-0" 10'-6" r-0• r-0" 2'-6" 4'-0" 6'-6" T-6• 1r-0" IT-6" Face mount Allowable Load(Ibs) (0.135"x 3/2") 360 1'-0" T-0• 2'-0" T-6" S-6" 6'-0" 8'-6" 12'-6" 1'-0" 2•-0" 4'-0" 5'-6" 9'-0" 10'-0' 12'-0" 14'-0 hanger both sides of web �"screws perjoist,typical 9 @• Fastener 1Ya"TimberStrand® 1�"TJ@ Rim Board 18" 4 4 560 1'-0" T-0" 1'-6" T-6" F-6" 6'-6" 9'-6" IT-6" 1'-0" T-0" 5-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" with single TJI joist LSL rim board Option#3: 560D 20" 2x41 16d 5 5 210 r-0" r-0" r-0" 11-0" r-o^ r-0" 3'-6" s'-o^ 10'-0^ r-0" r-0^ r-o" r-s^ 4'-6" 5'-6. 10'-0. 12'-s^ Web stiffeners required if sides of Y"lag bolt 610 48o Direct/ a lied ceilin 22"i' (0.135"x 3Y") 6 11 z3o r-o^ r-o" r-0• r-o" r-s" 2'-0^ a'-o" 6'-6" 1r-0" r-0• r-o^ r-0" 2'-6" s-0^ s'-0. 10'-6^ 13'-6^ 1s'-s^ With top mount hangers,backer block required only Y applied 9 1s" H1 hanger do not laterally support at H2 H3 24"(3) 6 13 360 r-o• r-o° r-0- 1•-o" 3'-0" a•-o^ s'-s" 10-0^ 13'-s" r-0• r-0" T-0^ 4'-0- T-6" 8'-s" 13'-0" 14'-6" 1T-0" O O for downward loads exceeding 250 Ibs or for uplift O Corrosion-resistant fasteners required for wet-service applications. PB1 least%"of TJl®joist top flange LA O When specified on the layout,one of O 1 PSI or PS2 sheathing, 560 1'-0" 1'-0" 1'-0• 1•-0" Z-6" T-6" T-0" 11'-0" 15'-0" 1'-0• 1'-0" T-6" V-6" 9•-0" imn- 14'-6" 16'-0" conditions.For nailing requirements see page 5,TJ- O the bracingoptions above is required ( ) g,face grain vertical v p q 2 Construction grade or better 4" 5" s" 7" B" 10" 12^ 15" 17" 4" 5" 6" 7" a" 10" 12" 15" 17" t 1 9001,Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 78" 360 r-o" 1'-0^ r-0~ r s" 3'-0. s'-0" 9-0^ 15'-0^ r-o• r-6" a'-0" F-6• 9'-0" 1a'-s^ 1s'-s" 1s'-s^ v Roof Framing, TJ-9001. 560 r-o" r-0" r-0^ r-0" z'-0^ s'-o" 10'-0^ 16'-6" r-0" 3'-6^ s'-o• e'-s" 1rs" 1s'-s^ 1e'-0^ zo'-o" FASTENING of FLOOR PANELS 3so r-o" 1'-0" r-0^ r-o" r-a" 3'-0" s'-o^ 1r-o" 15'-0^ r-o• r-0° BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20^ 560 1'-0" 1'-0" -0• -0" 1'-0" 1'6" 5'-6" 12' i6'-0" 1'-0' 1'-0" 3'-0" 6'-0" 8'6" 14'-0" 1T-s' 19'-6 20'6" m W L TJI®(1)(z) Rim Board 1Yz" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. �J Nail Size 110,210, 360 and ® ++ TimberStrand®LSL Microllam® Parallam , I� ' 9Y^or 9/z"or 14"or • Leave y"of web W BEARING FOR DOOR BEAM TO BEAM BEARING AT e' TJ Ri 1Ya Depth 9Yz"or 14•'or 18"or z „ 14'•or 18"or (minimum)at top and bottom of hole.DO NOT cut joist flanges. � Z m 1LI and 230 560 Board TimberStrand®LSL or wider LVL PSL 74" Ilya BEARING AT WALL OR WINDOW HEADER CONCRETE WALL Ills" Ills'• 1s' 11/" 16" 20" 16" 20" Z 4 W, CONNECTION Tables are based on uniform load tables in current design literature. Z 8d(0.113"x 2Yz'"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6 2x8 2x6+W 2x8+%" 2x6+Y" 2x8+Y2" 2xl2+Yz' Two Two Two } _I 1Y"TJ®Rim Board or Strap per code if top plate For simple span(T minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located -_ 10d(0.148"x 3"),12d(0.148"x 3Ya") 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 cS�Z 1Y"TimberStrand® LSL or is not Continuous over s at the center of the joist span provided that no other holes occur in the joist. Q v J••' d 16d(0.162"x 3%") 6" 6" 8" 6" Cantilever 2x6 2x10 2x6+s/e" 2x10+s8" 2x6+Y2" 2x10+Y" N tl 0 blocking for lateral support header s a a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing lic Not applicable ALLOWABLE HOLES - Headers and Beams Z, � I)0 � � (1)Stagger nails when using 4"on-center spacing and maintain 1%"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable I ' 0 panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) .55E TimberStrand® LSL Headers and Beams < ILI U1 Strap per Code if to blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJIe joists. s „ a „ 3/4- 7 " r -� P P P (Detail F7 /e or/a or/8 /8"or V Net 2x6 2x8 2x12 (v Q 0 (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least%"and staggered.plate isIs not continuous (3)With 10d 0.148"x 1/z" nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) 2 x diameter of the m< over column TO mount 3 rf)linecessary,increase filler and backer block height for face mount han ers and maintain Ys' ap at top of Dist;see detail W.Filler and backer lar largest hole minimum P 4 Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1/"(to avoid splitting). b/ 9 g / 9 (minimum) N 0 d ''� ( ) P 9 9)• ock dimensions should accomodate required nailing without splitting(12 minimum for backer blocks and 24"minimum for filler blocks). hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than I%"(to avoid splitting). Y depth �] Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z Q Column wood from direct recommendations listed above. Q hanger contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor x L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing, TJ-9001. ° O O O O O literature for framing connectors O ■Nailing rows must be offset at least Yz"and staggered. ® X ■14 ga.staples maybe substituted for 8d(0.113"x 2Y")nails ff minimum penetration of 1"into the TJI Joist or rim board is achieved. ° o 0 0 0 1.55 E TimberStrand®LSL 'mot` ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round cantilever and end bearings by blocking Depth Hole Size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9Ya"-9Y2" 3" 8" 8.. 11Ya"-11%" 3%" TJI®joist framing does not a rim board or rim joist. Fastener Installation Requirements 14"-16" 4%' Piece #of Fastener require bridging or mid-span El Width Plies i„ blocking General Notes Seelllustrationforallowedholezone • `^+°"„-" When fasteners are required on both • Allowed hole zone suitable for headers and beams with Type Min.Length #Rows O.C.Spacing Location 4 uniform and/or concentrated loads anywhere along the member. ^ *^-•,. /.' r^) sides,stagger fasteners on the second . Round holes only a"A �� ° 10d nails 3" 3"' BEARING AT 12+ side so they fall halfway between . No holes in headers or beams in plank orientation. COLUMN 2 12d-16d nails 3Ya" 2i2> One side fasteners on the first side. k • ;?. h ': j^'s , Screws 3%"or 3Yz" 2 24" H2 ' t z, DO NOT bevel cut'Dist Al Other Trus Joist® Headers and Beams '', t 10d nails 3" 3 / ' ',` l !r; + 12" Both sides O Rim board joint ';t ilk,,,` ,.. " . ° •° l I" beyond Inside face of wall. 1 DO NOT overran seat cuts Microllam®LVL "�' C r . 12d-16d nails 3 Y" 2(2) E2 between joists g ° r 3 1.3E TimberStrand® and Parallam®PSL I3/a" 33/a"or 3Y2" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Screws 2 24" Load must be applied evenly across face ofsu ort member. largest hole minimum Y depth 5" One side entire beam width.Otherwise,use PP 9 ( ) Cis. drill Verify column capacity 10d nails,,, 3" J", connections for side-loaded beams. of NOT cue,error or and beam bearing12., One side L5 length.See current 4 (per ply) ° o ° Illustrationsrand tables. 12d-16d nails/,) 3Ya" 2`z' d holes in headers or� D���.IVEREfl AUG 2 O Weyerhaeuser literature. 5"or 6" Both sides y Screws 2 24" Multiple pieces can be nailed or bolted together to CS ° 6 3/" One side form a header or beam of the required size,u to a TJI®rim joist 0 L6 q P - 5"or 6" Both sides maximum width of 7" Microllam® LVL and Other Trus Joist®Beams 11/a"TJO Rim Board or IV Parallam@ PSL Header or Beam Maximum Round Q Q m TimberStrand® LSL. allowed hole zone Depth Hole Size J Screws 2 24 O L3 O 0 3Y2' 2 6 3/a" One side V A2 middle Y span 4%" 1" Y"bolts 8" 2 24" - 5Yz" 1 Ya" t TM. d 1.3E TimberStrand@ LSL allowed hole zone d 7%%20" 2" 0 0 (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWP BI L1 COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. HI 14 INL See illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes Q m 62 • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only O .�■ to BEAM ON COLUMN CAP NAILING AT BEARING (FLOOR) L5 y 63 No holes in cantilevers. TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist No holes in headers or beams in plank orientation. Q Q 1Y"TJ®Rim Board or (Load bearing wall above) ® ( ) Joist may be shifted up to 3"if Use B1 or 62 at WARNING 1Ya"TimberStrand LSL. One 10d 0.128"x 3' P O- One 8d 0.113"x 2Y") nail into each flange floor panel edge is supported B4 intermediate bearings I ( and span rating is not exceeded. 0< 0 nail each side.Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally 0 IL nails at an angle at braced/shear wall Plumbing Drop Blocking Bracing Includes: Lines ~ (� least 1Yz"from end. from above � N � O to jt�tJi P1 End n joists • Hangers • Rim Boargd • Rim Joist O OI < < p O 3Y"minimum at centerline L2 COLUMN BASE 3 " intermediate bearin Also see detail82 of support O 0 OL 0 1lu / minimum end bearing g T / 0 Z single-family applications 5Y4"may be required V 9 Y PP H1 Z (L JU Z for maximum O � _ _ LU Shear transfer:Connections equivalent capacity o � r F to floor panel nailing schedule P y • 0 -A », .' Rim to TJI®Joist ° ° • DO NOT walk on joists DO NOT walk on joists DO NOT stack building < N p- :.:' 1Ya TJ®Rim Board, TJI®560 rim joist:Toe Additional ° until braced. that are lying flat. materials on unsheathed joist is required if H Z = A"TimberStrand® LSL or nail with 10d 0.128"x 3" O o INJURY MAY RESULT. joists.Stack only over 'Rto �/ ( ) floor panel edge is unsupported L4 TJI8110 rim joist: nails,one each side of or if s an rating is exceeded. '' '.. WARNING NOTES: beams or walls, jri - P2 One 10d(0.131"x 3")nail TJIsjoist flange TJI®560 P 9 ° Exterior Deck DONOTusesawn O into each flange ••• •.:: �� �• :�.:••• ° Attachment Lack of proper bracing during construction can result in serious I t e c ange floorjoist r,: lumberforrim accidents.Observe the following guidelines: U Q Structural g g O 0 TJI®210 230 and 360 rim o board or blocking, + INSTALLATION TIPS Sheathing ' 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. ELEVATED joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be -1 to COLUMN BASE One 16d 0.135"x 3 nail •Subfloor adhesive will improve floor performance,but O atterinstallation. accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 0 1- 0 ( Y°) P Y P rY P ( 9) 1 Y 1Y4"minimum bearing into each flange To View may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each IL t17 Locate rim board joint between joists. p Safety bracing(I x4 engineered lumber; joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a IL•Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and 132).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJ I®joist(with web stiffeners)is not a substitute concrete 1Y"knockouts at ° H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. ::::.-,• 1 ® for squash blocks or blocking panels. approximately 6.The flanges must remain straight within 1/2"from true alignment. 1/8"TJ Rim Board or 1Ya" q g P PP Y Fasten at each joist with TimberStrand® LSL. 12"on-center two 8d 0.113"x 2Y")nails minimum Warning:Drilling,sawing,sandingor machiningwood products generates wood dust.The paint and/or coatingon this DATE: AUGUST 2025 •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit .com/inform. Optional P3 plumbing or HVAC. flush with inside face I-JOIST DETAILS non-shrink See framing Ian if applicable)or grout One 10d 0.128"x 3" nail each Drive nails at an 9 P ( PP ) of wall or beam Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of ( ) angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001; and the Deep Depth Trus joist Tilioistlnstaiiation Guide, T3-9006, which should be referenced for additional information. A == 10